===== PAGE 1 ===== ## Stormwater Management Report South Hope Chapel Rd. Subdivision Jackson Township Ocean County, New Jersey Block 20701, Lots 12, 13 and 14 August 4, 2025 Revised December 19, 2025 Project #23184
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Digitally signed by Yosef Portnoy Date: 2026.03.02 15:51:42-05'00' ===== PAGE 2 ===== ### Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 ## Table of Contents Introduction.....1 ○ Existing Conditions .....1 ○ Proposed Development .....1 ○ Soils .....1 Stormwater Analysis .....2 ○ Existing Hydrology .....2 ○ Proposed Hydrology .....5 ○ Storm Sewer Design .....9 Compliance.....9 ○ Water Quality .....9 ○ Water Quantity .....10 ○ Groundwater Recharge .....11 ○ Green Infrastructure .....11 ○ Groundwater Mounding Analysis .....13 ○ Soil Erosion and Sediment Control .....14 ○ New Jersey Pineland Commission Specific Requirements .....15 County ROW Improvements .....20 Conclusion .....20 Appendix A – Maps .....1 Appendix B – Existing Conditions Analysis .....2 Appendix C – Proposed Conditions Analysis .....3 Appendix D – Failure Analysis .....4 Appendix E – Water Quality Analysis .....5 Appendix F – County ROW Improvements .....6 Appendix G – Groundwater Mounding Analysis .....7 Appendix H – Pipe System Calculations .....8 Appendix I – Conduit Outlet Protection .....9 Appendix J – Drainage Area Maps .....10 ===== PAGE 3 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 ## Introduction This report has been prepared in support of a proposed residential subdivision in Jackson Township, Ocean County, New Jersey. The report has been prepared in accordance with the requirements of the Stormwater Management Rules at N.J.A.C. 7:8, local ordinances, and current industry standards. ## Project Location
Street:South Hope Chapel Rd.
Municipality:Jackson Township
County:Ocean
Block/Lot:Block 20701, Lots 12, 13 & 14
## Existing Conditions The site fronts South Hope Chapel Rd. The front half of the site contains 3 single family houses, driveways and accessory structures. The remainder of the site is wooded. The east portion of the site drains towards South Hope Chapel Rd. A portion of the South drains towards the neighboring property along the South property line. A small portion of the site drains towards the neighboring property along the East property line. The remainder of the site drains West to the wetlands located in the rear of the site. ## Proposed Development The applicant proposes to develop the site with a cul-de-sac and 11 lot subdivision. For details of the proposed design refer to the Preliminary and Final Major Subdivision plan. ## Soils Per the NRCS Web Soil Survey the project site and tributary drainage areas consist of the following soils:
Map UnitNameHSG Rating
AtsAOAtsion sand, 0 to 2 percent slopes, Northern Tidewater AreaA/D
DocBODowner loamy sand, 0 to 5 percent slopes, Northern Tidewater AreaA
GamBGalloway loamy sand, 0 to 5 percent slopesA/D
A geotechnical investigation was performed by Colliers Engineering & Design. The results of the investigation can be found in the following reports Preliminary Infiltration Evaluation Report, Major Subdivision South Hope Chapel Road, Block 20701, Lots 12, 13 & 14, Jackson Township, Ocean County, New Jersey, dated December 21, 2023. Supplemental Infiltration Evaluation Report, Major Subdivision South Hope Chapel Road, Block 20701, Lots 12, 13 & 14, Jackson Township, Ocean County, New Jersey, dated February 14, 2025. A deep soil boring was performed by S & F PC to find the thickness of the saturated zone. The results of the investigation can be found in the following report - Deep Boring Report, Proposed Development, 198-210 S Hope Chapel Road (Block 20701; Lots 12, 13, & 14), Jackson, New Jersey 08527, dated September 24, 2025 ===== PAGE 4 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 ## Stormwater Analysis In support of the proposed development, the existing and proposed hydrology was modeled using HydroCAD software. The drainage areas were delineated based on their hydrological and hydraulic characteristics. The maximum sheet flow time of concentrations are based on McCuen-Spiess criteria.
MODELING CRITERIA
Method:TR-55
Unit Hydrograph:Delmarva
Storm Distribution:D
Rainfall Source:NOAA Atlas 14
2-year Rainfall:3.42 in.
10-year Rainfall:5.33 in.
25-year Rainfall:6.68 in.
100-year Rainfall:9.20 in.
The rainfall has been adjusted to account for current and future precipitation adjustment factors as required by NJAC 7:8-5.7(c)/(d)
Current AdjustedFuture Adjusted
RainfallAdj. FactorAdj. RainfallAdj. FactorAdj. Rainfall
2 Year3.421.003.421.184.04
10 Year5.331.015.381.196.34
100 Year9.201.039.481.2411.41
## Existing Hydrology The existing site runs off untreated and unretained to the adjoining properties and road. The existing points of analysis, drainage areas, and results are summarized in the tables below. ## Existing Network Diagram
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EXISTING POINTS OF ANALYSIS (POA)
POADescription
POA 1South Hope Chapel Road
POA 2Lot 11
POA 3Wetlands
POA 4Lot 15
EXISTING DRAINAGE AREAS
Drainage AreaPoint of AnalysisDescription
DA – E1POA 1The area contains single family houses with driveways and associated accessory structures. The remainder of the area contains dirt and grass areas. The runoff from the area is untreated and drains towards POA 1.
DA – E2POA 2The area contains single family houses with driveways and associated accessory structures. A small portion of the area contains dirt and grass areas. The remainder of the area is wooded. The runoff from the area is untreated and drains towards POA 2.
DA - E3POA 3The entire area is wooded. The runoff from the area is untreated and drains towards POA 3.
DA – E4POA 4The area contains single family houses with driveways and associated accessory structures. A small portion of the area contains dirt and grass areas. The remainder of the area is wooded. The runoff from the area is untreated and drains towards POA 4.
The results of the existing conditions analysis are contained in the Appendix and summarized below: POA-1
Storm Event (year)Existing Onsite Peak Runoff (CFS)Required Reduction (%)Allowable Peak Runoff (cfs)
2 (current)0.77500.39
2 (future)1.01500.51
10 (current)1.56251.17
10 (future)1.98251.49
100 (current)3.44202.75
100 (future)4.36203.49
===== PAGE 6 =====
POA-2
Storm Event (year)Existing Onsite Peak Runoff (CFS)Required Reduction (%)Allowable Peak Runoff (cfs)
2 (current)0.12500.06
2 (future)0.15500.08
10 (current)0.31250.23
10 (future)0.51250.38
100 (current)1.36201.09
100 (future)1.98201.58
POA-3
Storm Event (year)Existing Onsite Peak Runoff (CFS)Required Reduction (%)Allowable Peak Runoff (cfs)
2 (current)0.0500.0
2 (future)0.0500.0
10 (current)0.0250.0
10 (future)0.01250.008
100 (current)0.18200.14
100 (future)0.48200.38
POA-4
Storm Event (year)Existing Onsite Peak Runoff (CFS)Required Reduction (%)Allowable Peak Runoff (cfs)
2 (current)0.2500.1
2 (future)0.23500.12
10 (current)0.39250.29
10 (future)0.62250.47
100 (current)1.76201.41
100 (future)2.64202.11
===== PAGE 7 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 ## Proposed Hydrology The site is proposed to contain a 11 lot subdivision. 9 of the lots will contain single family houses and associated driveways. One of the lots will contain a multifamily house with associated parking lot. The final lot will contain a stormwater basin. The stormwater runoff generated by the developed area will be collected and treated through proposed porous pavement, bioretention basins and infiltration basins. The front half of the site includes 4 single family lots, one multifamily lot and the front portion of the road. This portion will be treated first through bioretention basin 1 and then routed to subsurface infiltration basin 1. The back north portion of the site, which contains 2 single family lots, a basin lot and half of the back portion of the road, will be treated first through bioretention basin 2 and porous pavement 2, and then routed to infiltration basin 2. The back south portion of the site, which contains 3 single family lots and half of the back portion of the road, will be treated first through bioretention basin 3 and porous pavement 3, and then routed to infiltration basin 3. The proposed points of analysis and drainage areas are summarized in the tables below. ## Proposed Network Diagram Proposed Conditions
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===== PAGE 8 ===== The proposed drainage areas are summarized in the tables below.
PROPOSED POINTS OF ANALYSIS (POA)
POADescription
POA 1South Hope Chapel Road
POA 2Lot 11
POA 3Wetlands
PROPOSED DRAINAGE AREAS
Drainage AreaPoint of AnalysisDescription
DA-P1POA 1The area contains the front half of the site. The area contains 4 single family lots, 1 multifamily lot and the front portion of the road. The runoff from this area will first be treated through bioretention basin 1 and then routed via an underdrain to subsurface infiltration basin 1. The overflow from the infiltration basin will be piped to POA 1.
DA-P2POA 2The area contains the back north portion of the site. The area contains 2 single family lots, a basin lot and half of the back portion of the road. The runoff from the area will first be treated through bioretention basin 2 or porous pavement 2 and then routed via underdrains to infiltration basin 2. The overflow from the infiltration basin will be piped to POA 2.
DA-P3POA 3The area contains the back south portion of the site. The area contains 3 single family lots and half of the back portion of the road. The runoff from the area will first be treated through bioretention basin 3 or porous pavement 3 and then routed via underdrains to infiltration basin 3. The overflow from the infiltration basin will be piped to POA 3.
Lots 1-4 & 6-10 RoofsVariesThe runoff from the roofs will be treated through subsurface infiltration basins. The overflow from the infiltration basins in failure conditions will go to varying POA.
## Proposed Stormwater Management Design The site will contain 11 residential lots with a cul-de-sac going through the site. 9 single family lots, 1 multifamily lot and 1 basin lot. The site is split into three drainage areas with associated basins. Each area will first be treated through a bioretention basin or porous pavement with an underdrain, and then an infiltration basin. All the proposed porous pavement areas and bioretention basin areas have been designed to provide water quality treatment and to attenuate the rate of stormwater runoff. The porous pavement areas have been sized to comply with the 3:1 ratio of drainage area to porous pavement area. Small- scale bioretention basin 1 has been proposed for the front half of the site to provide water quality treatment. Small-scale infiltration basin 1 has been proposed to provide water quantity control and groundwater recharge for the front half of the site. The proposed basins have been modeled in HydroCAD. The table below summarizes the results of the analysis. ===== PAGE 9 =====
BIORETENTION BASIN 1A
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.1491.880.1792.21
100.2392.990.2793.74
1001.8995.104.1295.17
SUBSURFACE INFILTRATION BASIN 1
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.087.010.087.01
100.087.010.087.03
1000.089.070.2592.62
Small- scale bioretention basin 2 and porous pavement 2 has been proposed for the back north portion of the site to provide water quality treatment. The road area will be treated through the proposed porous pavement 2. The lawn area will be treated through bioretention basin 2. The runoff will then be routed via underdrains to small-scale infiltration basin 2, which has been proposed to provide water quantity control and groundwater recharge for the back north portion of the site. The proposed basins have been modeled in HydroCAD. The table below summarizes the results of the analysis.
BIORETENTION BASIN 2A
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.094.420.094.83
100.0294.910.0695.03
1000.4995.540.8695.56
POROUS PAVEMENT 2B
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.1494.590.1994.81
100.5694.840.8394.85
1001.4494.881.7694.90
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INFILTRATION BASIN 2
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.092.120.092.28
100.092.720.093.12
1000.1094.120.2594.71
Small-scale bioretention basin 3 and porous pavement 3 has been proposed for the back south portion of the site to provide water quality treatment. The road area will be treated through proposed porous pavement 3. The lawn area will be treated through bioretention basin 3. The runoff will then be routed via underdrains to small-scale infiltration basin 3, which has been proposed to provide water quantity control and groundwater recharge for the back south portion of the site. The proposed basins have been modeled in HydroCAD. The table below summarizes the results of the analysis.
BIORETENTION BASIN 3A
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.093.420.093.84
100.0293.920.0794.07
1000.6094.541.1794.57
POROUS PAVEMENT 3B
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.1594.710.2794.82
100.6794.850.9494.86
1001.5394.891.8694.90
INFILTRATION BASIN 3
Storm EventCURRENT ADJUSTEDFUTURE ADJUSTED
Outflow (cfs)Proposed Peak Basin WSE (ft)Outflow (cfs)Proposed Peak Basin WSE (ft)
20.090.760.090.76
100.091.010.091.23
1000.0793.060.2094.40
===== PAGE 11 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 The peak runoff from the site is summarized below.
PROPOSED PEAK RUNOFF (CFS)
CURRENT ADJUSTEDFUTURE ADJUSTED
POA2-Year10-Year100-Year2-Year10-Year100-Year
10.00.00.00.00.00.25
20.00.00.100.00.00.25
30.00.00.070.00.00.20
## Storm Sewer Design The proposed storm sewers have been designed in accordance with relevant requirements. The storm sewer was designed using the Rational method, the NJ Intensity-Duration-Frequency table, and a time of concentration minimum of 10 minutes. The storm sewers were sized to convey a 25-year storm event. Storm sewer calculations are included in the Appendix. ## Compliance ## Water Quality In accordance with N.J.A.C. 7:8-5.5(b) stormwater management measures shall be designed to reduce the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm by eighty percent TSS removal of the anticipated load, expressed as an annual average for the stormwater runoff from the net increase of motor vehicle surface. Currently, the site contains 0.26 acres of motor vehicle surface which does not receive water quality treatment. The proposed site will contain 0.79 acres of motor vehicle surface for a net increase of 0.53 acres. As the existing motor vehicle surface does not receive water quality treatment, the equivalent redevelopment area would only require 50% TSS removal. This credit can be used to offset the portions of the proposed driveways that will run off untreated. However, the entire proposed motor vehicle surface will be treated for 80% TSS removal and so the proposed stormwater management will exceed the required TSS removal for the site.
REGULATED MOTOR VEHICLE SURFACE (ACRE)
ExistingProposedNet Change
0.260.790.53
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REQUIRED TSS REMOVALPROPOSED TSS REMOVAL
ACRE%ACRE-%ACRE%ACRE-%
0.26500.130.79800.63
0.53800.4200
Total0.55Total0.63
As demonstrated above, the proposed stormwater management will exceed the required TSS removal for the site. ## Water Quantity N.J.A.C. 7:8-5.6 outlines the requirements to demonstrate that the proposed development will not result in stormwater runoff quantity impacts. The proposed development has been designed to reduce peak rates of runoff in compliance with N.J.A.C. 7:8-5.6(b)3.: Design stormwater management measures so that the post-construction peak runoff rates for the current and projected two-, 10-, and 100-year storm events, as defined and determined pursuant to N.J.A.C. 7:8-5.7(c) and (d), respectively, are 50, 75, and 80 percent, respectively, of the preconstruction peak runoff rates. The percentages apply only to the post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed. Water quantity attenuation will be provided by infiltration through infiltration basins. The site runoff will be first treated through either bioretention basins or porous pavement. The runoff will then be routed to the infiltration basins.
PEAK RUNOFF COMPARISON – CURRENT ADJUSTED (CFS)
2-Year10-Year100-Year
POAExistingAllowable (50%)ProposedExistingAllowable (75%)ProposedExistingAllowable (80%)Proposed
10.770.390.01.560.170.03.442.750.0
20.120.060.00.310.230.01.361.090.10
30.00.00.00.00.00.00.180.140.07
PEAK RUNOFF COMPARISON – FUTURE ADJUSTED (CFS)
2-Year10-Year100-Year
POAExistingAllowable (50%)ProposedExistingAllowable (75%)ProposedExistingAllowable (80%)Proposed
11.010.510.01.981.490.04.363.490.25
20.150.080.00.510.380.01.981.580.25
30.00.00.00.010.0080.00.480.380.20
===== PAGE 13 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 ## Groundwater Recharge In accordance with N.J.A.C. 7:8-5.4(b), groundwater recharge can be met by infiltrating the increase in runoff from the 2-year storm event. The proposed GI infiltration basins will fully infiltrate the increased runoff from a 2-year storm event. Therefore, the requirement is met. ## Green Infrastructure In accordance with N.J.A.C. 7:8-5.3 groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards must be met using green infrastructure (GI). Green infrastructure is defined as a stormwater management measure that manages stormwater close to its source by either treating stormwater runoff through infiltration into subsoil, treating stormwater runoff through filtration by vegetation or soil; or storing stormwater runoff for reuse. The proposed stormwater management design complies with the NJDEP criteria for Small Scale Green Infrastructure as demonstrated below
INFILTRATION BASIN GREEN INFRASTRUCTURE REQUIREMENTS
GITotal Tributary Drainage Area (Max 2.5 Ac)Basin Bottom Elev. (ft)Lowest Orifice Elev. (ft)SHWT Elev. (ft)Separation from SHWT (Min. 2 ft)Tested Permeability (Min. 1 in/hr)Test Pits
20.6291.6593.6586.794.869.922 & 6A
30.8890.7592.7585.575.1820 (Soil Replacement)7 & 8
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SUBSURFACE INFILTRATION BASIN GREEN INFRASTRUCTURE REQUIREMENTS
GITributary Drainage Area (Max 2.5 Ac)Basin Bottom Elev. (ft)SHWT Elev. (ft)Separation from SHWT (Min. 2 ft)Tested Permeability (Min. 1 in/hr)Basin Storage Vol. (af) (Min. WQS)Test Pits
11.68987.081.355.65200.17313 & 14
Lot 10.04291.088.03.04.90.0143 & 18
Lot 20.04293.090.03.015.70.00919 & 20
Lot 30.04293.088.54.58.10.01220 & 24
Lot 40.04293.088.54.58.10.01221 & 24
Lot 60.04293.085.577.4316.90.0098 & 9
Lot 70.04294.089.374.6320.00.00910 & 5
Lot 80.04294.089.374.6320.00.00910 & 11
Lot 90.04293.083.849.1616.00.0092 & 16
Lot 100.04292.085.516.4920.00.00916 & 17
UNDERDRAINED BIORETENTION BASIN GREEN INFRASTRUCTURE REQUIREMENTS
GITotal Tributary Drainage Area (Max 2.5 Ac)Basin Bottom Elev. (ft)Lowest Outlet Elev. (ft)WQS Elev. (ft)SHWT Elev. (ft)Separation from SHWT (min. 3.75')Test Pits
1A1.6290.091.0091.0085.514.4917 & 13A
2A0.4394.3094.8094.3086.797.5121 & 22
3A0.6893.3092.3091.885.577.738 & 9
UNDERDRAINED POROUS PAVEMENT GREEN INFRASTRUCTURE REQUIREMENTS
GIPorous Pvmt Area (SF)Tributary Drainage Area (ac)Ratio (Max 3:1)Stone Bed Bottom Elev. (ft)Pavmt. Min. Top ElevationSHWT Elev. (ft)Separation from SHWT (Min. 1.25 ft)Stone Bed Vol (Min. WQS vol.) (ft3)Test Pits
2B3,0750.192.69:193.8094.8087.287.521,538.0023 & 6A
3B2,9630.202.94:193.8094.8087.287.521,482.0023 & 9
===== PAGE 15 =====
GIBasin BottomStorage Volume Retained up to the Lowest Outfall ElevationImpervious Area (AC)
Bioretention Basin 1A90.001,500 cu-ft0.40
Bioretention Basin 2A94.3047 cu-ft0.0
Bioretention Basin 3A93.3099 cu-ft0.0
Subsurface Infiltration Basin 187.00980 cu-ft0.40
Surface Infiltration Basin 291.651,902 cu-ft0.19
Surface Infiltration Basin 390.752,300 cu-ft0.20
## Groundwater Mounding Analysis In accordance with N.J.A.C. 7:8-5.2(h) whenever the stormwater management design includes one or more BMPs that will infiltrate stormwater into subsoil, the design engineer shall assess the hydraulic impact on the groundwater table and design the site, to avoid adverse hydraulic impacts. A groundwater mounding analysis has been prepared for the proposed green infrastructures (GI) using the USGS Hantush spreadsheet in accordance with NJDEP BMP Manual Chapter 13. The proposed GI's have been modeled using infiltration for all storm events. Therefore, the groundwater mounding analysis has been performed for the infiltration volume generated by the future 100-year storm event as calculated by HydroCAD.
GROUNDWATER MOUNDING MODELING CRITERIA
CriteriaValueNotes
R-Recharge RateSee belowPer Geotech
Sy-Specific Yield0.15Default
Kh-Horizontal conductivity5xRCoastal Plains
hi-Initial Thickness of saturated zone34 feetPer Deep Boring Report
===== PAGE 16 =====
GROUNDWATER MOUNDING MODELING RESULTS
GI100 Yr Storm Exfiltration Volume (cf)Infiltration Area (sf)Recharge Rate (in/hr)Duration of Infiltration Period (hr)Depth to SHWTGW Mound Height
Infiltration Basin 129,8742,4751014.485.654.71
Infiltration Basin 298375204.9545.864.86 (4.36 for 6" sand)2.96
Infiltration Basin 312,5831,1501013.135.18 (4.68 for 6" sand)2.60
Lot 11,722566.282.4514.893.01.07
Lot 21,722392.047.856.713.00.82
Lot 31,722479.164.0510.654.50.80
Lot 41,722479.164.0510.654.50.92
Lot 61,722348.488.457.027.430.82
Lot 71,722348.48105.934.630.80
Lot 81,722348.48105.934.630.80
Lot 91,722348.4887.419.160.83
Lot 101,722348.48105.936.490.80
## Soil Erosion and Sediment Control Soil erosion and sediment control measures have been designed in accordance with the Standards for Soil Erosion and Sediment Control in New Jersey and are shown on the plan. These include stormwater management, silt fence, inlet protection, stabilized construction access, and temporary and permanent stabilization ## Point Discharge Stability Point Discharge stability can be met by either maintaining existing peak rates of runoff for a “failure analysis” which ignores infiltration and storage below the lowest basin outlet or by demonstrating stable conditions under the proposed design. Ocean County Soil Conservation district has adopted current precipitation adjustment factors at N.J.A.C. 7:8-5.7(c), the values of which are reflected in the tables below. ===== PAGE 17 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 The results of the analysis are summarized below:
FAILURE ANALYSIS
2-Year - Current Adjusted (CFS)10-Year - Current Adjusted (CFS)
POAExistingProposedExistingProposed
10.770.421.560.62
20.120.100.310.15
30.00.140.00.19
## Downstream Stability Analysis Downstream stability can be satisfied by reducing the post development peak flow rates to 50% of the predevelopment peak for a 2-year storm and 75% of the predevelopment peak for a 10-year storm. The designed stormwater management system will reduce the peak flows by the required amount as summarized below:
DOWNSTREAM STABILITY ANALYSIS
2-Year - Current Adjusted (CFS)10-Year - Current Adjusted (CFS)
POAExistingProposedExistingProposed
10.770.01.560.0
20.120.00.310.0
30.00.00.00.0
## New Jersey Pineland Commission Specific Requirements The proposed stormwater management has been designed in accordance with the Pinelands Comprehensive Management Plan as outlined below: 7:50-6.84(a)6 Surface water runoff, in accordance with N.J.A.C. 7:8-4.6, 5 and 6, as amended, except as modified and supplemented, as follows: ii. Runoff Rates and Volumes, runoff quality, and groundwater recharge methodologies: (1) Stormwater runoff rate and volumes shall be calculated in accordance with N.J.A.C. 7:8-5.7, except that the Rational Method for peak flow and the Modified Rational Method for hydrograph computations shall not be used; and The stormwater runoff rate and volumes have been calculated in accordance with N.J.A.C. 7:8-5.7. The NRCS methodology using a Type D storm distribution and the Delmarva unit hydrograph has been utilized in computing stormwater runoff. All significant land features and structures, such as an on-site depression have been accounted for. The pervious and impervious surfaces have been calculated separately to compute the rates and volume of runoff from the site. County specific data has been utilized to determine the precipitation depths. The current and future precipitation depths have been calculated and utilized. ===== PAGE 18 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 (2) In calculating stormwater runoff using the NRCS methodology, the appropriate 24-hour rainfall depths as developed for the parcel by the National Oceanic and Atmospheric Administration shall be utilized. The Ocean County 24-hour rainfall depths provided in the NJDEP BMP Manual Chapter 5 have been utilized which have been developed from NOAA Atlas 14. iii. Runoff shall meet the requirements at N.J.A.C. 7:8-5.6 and (a) 6iii(1) and (2) below: Runoff will meet the stormwater runoff quantity standards of N.J.A.C. 7:8-5.6 by meeting peak rate reductions per of N.J.A.C. 7:8-5.6(b)3. for each point of analysis as outlined below: Design stormwater management measures so that the post-construction peak runoff rates for the current and projected two-, 10-, and 100-year storm events, as defined and determined pursuant to N.J.A.C. 7:8-5.7(c) and (d), respectively, are 50, 75, and 80 percent, respectively, of the pre-construction peak runoff rates. The percentages apply only to the post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed.
PEAK RUNOFF COMPARISON – CURRENT ADJUSTED (CFS)
POAAllowableProposed
2-Year
10.390.0
20.060.0
30.00.0
10-Year
11.170.0
20.230.0
30.00.0
100-Year
12.750.0
21.090.10
30.140.07
PEAK RUNOFF COMPARISON – FUTURE ADJUSTED (CFS)
POAAllowableProposed
2-Year
10.510.0
20.080.0
30.00.0
10-Year
11.490.0
20.380.0
===== PAGE 19 =====
30.0080.0
100-Year
13.490.25
21.580.25
30.380.20
(1) There shall be no direct discharge of stormwater runoff from any point or nonpoint source to any wetland, wetlands transition area, or surface waterbody. In addition, stormwater runoff shall not be directed in such a way as to increase the volume and rate of discharge into any wetland, wetlands transition area, or surface waterbody from that which existed prior to development of the parcel; and. There will be no direct discharge of stormwater runoff onto any wetlands, wetlands transition area, or surface waterbody. (2) To the maximum extent practical, there shall be no direct discharge of stormwater runoff onto farm fields to protect farm crops from damage due to flooding, erosion, and long-term saturation of cultivated crops and cropland. There will be no direct discharge of stormwater runoff onto farm fields. iv. Recharge standards: (1) For all major development, as defined at N.J.A.C. 7:50-2.11, the total runoff volume generated from the net increase in impervious surfaces by a 10-year, 24-hour storm shall be retained and infiltrated onsite; The total runoff volume generated from the net increase in impervious surfaces by a 10-year, 24-hour storm is designed to be retained and infiltrated onsite. All the proposed impervious surfaces are designed to be routed to the proposed infiltration basins. The lowest outlet for all the basins is proposed above the 10-year water surface elevation, to ensure the 10-year storm is fully infiltrated. The lowest outlet and 10-year water surface for each basin is summarized below.
BasinProposed 10-Year Storm Basin WSE (ft)Lowest Outlet Elevation (ft)
187.0188.00
292.7293.65
391.0192.75
(5) In high pollutant loading areas (HPLA) and areas where stormwater runoff is exposed to source material, as defined at N.J.A.C. 7:8-5.4(b)3i and ii, the following additional water quality standards shall apply: There will not be any HPLC or exposure to source materials onsite. (6) For all major development, as defined at N.J.A.C. 7:50-2.11, stormwater management measures shall be designed to achieve a minimum of 65 percent reduction of the post-construction total nitrogen load from the developed site, including those permanent lawn or turf areas that are specifically intended for active human use as described at N.J.A.C. 7:50-6.24(c)3, in stormwater runoff generated from the water quality design storm. In achieving a minimum 65 ===== PAGE 20 ===== percent reduction of total nitrogen, the design of the site shall include green infrastructure in accordance with the BMP Manual and shall optimize nutrient removal. The minimum 65 percent total nitrogen reduction may be achieved by using a singular stormwater management measure or multiple stormwater management measures in series. The runoff from the site will be treated to a minimum of 65 percent reduction of the post-construction total nitrogen load. The runoff from the area is designed to be routed through bioretention basins or porous pavement and then to infiltration basins. The bioretention basins will reduce the nitrogen load by 30%, and the infiltration basins will reduce the remaining nitrogen load by 50%, for a total reduction of 65%, which meets the required reduction. The porous pavement will reduce the nitrogen load by 50%, and the infiltration basins will reduce the remaining nitrogen load by 50%, for a total reduction of 75%, which meets the required reduction. Runoff from roof areas will be piped directly into subsurface infiltration basins. In accordance with N.J.A.C. 7:8-5.5(b) stormwater management measures shall be designed to reduce the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm by eighty percent TSS removal of the anticipated load, expressed as an annual average for the stormwater runoff from the net increase of motor vehicle surface. The site has a total proposed motor vehicle surface of 0.79 acres. The roads, driveways, and lawn area drain into bioretention basins or porous pavement (80% TSS removal) and then subsurface infiltration basins (80% TSS removal), which will act in series and provide a combined 96% TSS removal. v. Stormwater management measure design, siting and construction standards: (1) Stormwater management measures designed to infiltrate stormwater shall be designed, constructed, and maintained to provide a minimum separation of at least two feet between the elevation of the lowest point of infiltration and the seasonal high water table; The stormwater management measures will provide a minimum separation of at least two feet between the elevation of the lowest point of infiltration and the seasonal high-water table. All the proposed stormwater management infiltration basins have been designed by setting the basin bottom at a minimum of two feet above the seasonal high-water table. The basin bottom and seasonal high-water table elevations for each basin or porous pavement area are included in the Green Infrastructure section below. (2) Stormwater management measures shall be sited in suitable soils verified by testing to have permeability rates between one and 20 inches per hour. A factor of safety of two shall be applied to the soil's permeability rate in determining the measure's design permeability rate. If such soils do not exist on the parcel proposed for development or if it is demonstrated that it is not practical for engineering, environmental, or safety reasons to site the stormwater infiltration measure(s) in such soils, the stormwater infiltration measure(s) may be sited in soils verified by testing to have permeability rates in excess of 20 inches per hour, provided that stormwater is routed through a bioretention system prior to infiltration. Said bioretention system shall be designed, installed and maintained in accordance with the New Jersey Stormwater Best Management Practices Manual; ===== PAGE 21 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 A factor of safety of two has been applied to the soil's permeability rate. The majority of the site has soils with permeability which exceeds 20 in/hr. Therefore, it is not possible to site the proposed stormwater measures in areas with tested permeability of between 1-20 in/hr. Per the CMP, infiltration measure(s) may be sited in soils verified by testing to have permeability rates in excess of 20 inches per hour, provided that stormwater is routed through a bioretention system prior to infiltration. The majority of the site runoff to the basins will be pretreated using bioretention basins prior to infiltration. The bioretention basins have been designed in accordance with the New Jersey Stormwater Best Management Practices Manual. In areas where it is not practical to route through bioretention, and instead is routed through porous pavement, it is proposed to replace 36" of soil below the basin with K4 soils with a permeability rate of up to 20 in/hr (for Subsurface Infiltration Basin 3), in accordance with guidance received from the Commission. The replacement soil will extend up the sides of the basin to the elevation of the lowest outlet. (3) For all major development, as defined at N.J.A.C. 7:50-2.11, groundwater mounding analysis shall be required for purposes of assessing the hydraulic impacts of mounding of the water table resulting from infiltration of stormwater runoff from the maximum storm designed for infiltration. The mounding analysis shall provide details and supporting documentation on the methodology used. Groundwater mounds shall not cause stormwater or groundwater to breakout to the land surface or cause adverse impacts to adjacent water bodies, wetlands, or subsurface structures, including, but not limited to basements and septic systems. Where the mounding analysis identifies adverse impacts, the stormwater management measure shall be redesigned or relocated, as appropriate; Groundwater mounding analysis has been conducted for all proposed infiltration basins on site using the USGS Hantush spreadsheet in accordance with NJDEP BMP Manual Chapter 13. The proposed GI has been modeled using infiltration for all storm events. Therefore, the groundwater mounding analysis has been performed for the future 100-year infiltration volume as calculated by HydroCAD. The results of the analysis confirm that the groundwater mounds will not impact the function of the basin or have any impact to subsurface structures. As the groundwater mounding for the 100-year infiltration volume will not cause any adverse effects, mounding for the smaller storms will also not cause any adverse effects.
GROUNDWATER MOUNDING MODELING CRITERIA
CriteriaValueNotes
R-Recharge RateSee belowPer Geotech
Sy-Specific Yield0.15Default
Kh-Horizontal conductivity5xRCoastal Plains
hi-Initial Thickness of saturated zone34 FTPer Deep Boring results
Detailed analysis, supporting documentation, and methodology is included in the appendix. ===== PAGE 22 ===== # Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 (4) The use of stormwater management measures that are smaller in size and distributed spatially throughout a parcel, rather than the use of a single, larger stormwater management measure, shall be required; The project proposes multiple small scale stormwater management measures which are distributed throughout the site which each drain less than 2.5 acres. (5) Methods of treating stormwater prior to entering any stormwater management measure shall be incorporated into the design of the stormwater management measure to the maximum extent practical; The stormwater runoff will be pretreated. All of the site runoff to the small-scale infiltration basins will be pretreated using bioretention basins or porous pavement. All the roof runoff to the small-scale infiltration basins will be pretreated with leaf screens. ## County ROW Improvements South Hope Chapel Road is proposed to be widened along the project frontage. The proposed widening will add 6,402.44 sf of additional asphalt pavement and 1,861.45 sf of additional sidewalk on South Hope Chapel Road. An underground basin consisting of 60 linear feet of 24" perforated HDPE in South Hope Chapel Road is proposed to manage the increase in runoff. These basins are designed to fully infiltrate the increased runoff occurring during a 2-year storm, as per the County requirements. ## Conclusion The proposed development and stormwater management measures have been designed in compliance with the applicable Pinelands Commission regulations with regard to stormwater quantity, quality, and groundwater recharge requirements. ===== PAGE 23 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix A – Maps ===== PAGE 24 =====
Image
===== PAGE 25 ===== ## MAP LEGEND Area of Interest (AOI) Soils ☐ C
Image
## MAP INFORMATION B/D The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Ocean County, New Jersey Survey Area Data: Version 21, Aug 29, 2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 4, 2022—Jul 22, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. ===== PAGE 26 ===== ## Hydrologic Soil Group
Map unit symbolMap unit nameRatingAcres in AOIPercent of AOI
AtsAOAtsion sand, 0 to 2 percent slopes, Northern Tidewater AreaA/D0.11.5%
DocBODowner loamy sand, 0 to 5 percent slopes, Northern Tidewater AreaA4.596.8%
GamBGalloway loamy sand, 0 to 5 percent slopesA/D0.11.7%
Totals for Area of Interest4.7100.0%
===== PAGE 27 ===== ## Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. ## Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher ===== PAGE 28 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix B – Existing Conditions Analysis ===== PAGE 29 =====
ReachPondLinkRouting Diagram for Analysis-Existing Conditions Prepared by Civil Core Consulting, Printed 8/29/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC
Subcat
Image
Existing Conditions 19S DA-E5 20L POA-5 ===== PAGE 30 =====
Rainfall Events Listing (selected events)
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YR-CNOAA 24-hrDDefault24.0013.412
22 YR-FNOAA 24-hrDDefault24.0013.912
310 YR-CNOAA 24-hrDDefault24.0015.262
410 YR-FNOAA 24-hrDDefault24.0016.172
5100 YR-CNOAA 24-hrDDefault24.0018.952
6100 YR-FNOAA 24-hrDDefault24.00111.842
===== PAGE 31 ===== ## Area Listing (selected nodes)
Area (acres)CNDescription (subcatchment-numbers)
0.83061>75% Grass cover, Good, HSG B (5S, 12S, 14S, 17S)
0.11096Gravel surface, HSG B (12S)
0.14098Paved parking, HSG B (5S, 6S)
0.06098Roofs, HSG A (5S)
0.05098Roofs, HSG B (12S, 14S, 17S)
12.61078Row crops, straight row, Good, HSG B (1S, 3S, 6S, 19S)
7.40055Woods, Good, HSG B (1S, 3S, 5S, 6S, 12S, 14S, 17S, 19S)
===== PAGE 32 ===== # Summary for Subcatchment 1S: DA-E1 Runoff = 4.60 cfs @ 12.38 hrs, Volume= 0.848 af, Depth= 1.24" Routed to Link 6L : POA-1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
1.05055Woods, Good, HSG B
7.17078Row crops, straight row, Good, HSG B
8.22075Weighted Average
8.22075100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
12.06460.01000.90Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.6500.00400.32Shallow Concentrated Flow, Woodland Kv= 5.0 fps
23.6731Total
Subcatchment 1S: DA-E1
Image
===== PAGE 33 ===== # Summary for Subcatchment 3S: DA-E4 Runoff = 1.93 cfs @ 12.36 hrs, Volume= 0.377 af, Depth= 0.75" Routed to Link 16L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
3.03055Woods, Good, HSG B
2.98078Row crops, straight row, Good, HSG B
6.01066Weighted Average
6.01066100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.51000.00400.22Sheet Flow, Fallow n= 0.050 P2= 3.42" Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
5.33600.01601.14
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.3753Total
Subcatchment 3S: DA-E4
Image
===== PAGE 34 ===== # Summary for Subcatchment 5S: DA-E3 Runoff = 0.57 cfs @ 12.27 hrs, Volume= 0.122 af, Depth= 0.55" Routed to Link 13L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
2.08055Woods, Good, HSG B
0.13098Paved parking, HSG B
0.38061>75% Grass cover, Good, HSG B
0.06098Roofs, HSG A
2.65059Weighted Average
2.4605692.83% Pervious Area
0.190987.17% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.1170.01800.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
3.72220.04001.00Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.8230Total
Subcatchment 5S: DA-E3
Hydrograph
Image
===== PAGE 35 ===== # Summary for Subcatchment 6S: DA-E2 Runoff = 1.28 cfs @ 12.48 hrs, Volume= 0.268 af, Depth= 1.07" Routed to Link 10L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
0.80055Woods, Good, HSG B
0.01098Paved parking, HSG B
2.20078Row crops, straight row, Good, HSG B
3.01072Weighted Average
3.0007299.67% Pervious Area
0.010980.33% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n=0.400 P2=3.42" Using McCuen-Spiess flow length
0.2100.03000.87Shallow Concentrated Flow, Woodland Kv=5.0 fps
12.56040.00800.80Shallow Concentrated Flow, Cultivated Straight Rows Kv=9.0 fps
1.6480.01000.50Shallow Concentrated Flow, Woodland Kv=5.0 fps
4.14960.01002.03Shallow Concentrated Flow, Paved Kv=20.3 fps
27.41193Total
27.4 1,193 Total ===== PAGE 36 =====
Subcatchment 6S: DA-E2
Hydrograph
Flow (cfs)
Image
Runoff 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 37 ===== # Summary for Subcatchment 12S: DA-E2A Runoff = 0.61 cfs @ 12.11 hrs, Volume= Routed to Link 11L : Offsite 0.046 af, Depth= 0.97" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
0.04055Woods, Good, HSG B
0.11096Gravel surface, HSG B
0.39061>75% Grass cover, Good, HSG B
0.03098Roofs, HSG B
0.57069Weighted Average
0.5406894.74% Pervious Area
0.030985.26% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
0.5450.03001.43Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42"
2.23760.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
2.7421Total
Subcatchment 12S: DA-E2A
Image
===== PAGE 38 ===== # Summary for Subcatchment 14S: DA-E3A Runoff = 0.02 cfs @ 12.26 hrs, Volume= Routed to Link 15L : Offsite 0.005 af, Depth= 0.66" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
0.07055Woods, Good, HSG B
0.01061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.09060Weighted Average
0.0805688.89% Pervious Area
0.0109811.11% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.3130.01000.02Sheet Flow, Woods: Dense underbrush n=0.800 P2=3.42" Using McCuen-Spiess flow length
0.5180.01600.63Shallow Concentrated Flow, Woodland Kv=5.0 fps
2.01160.01900.96Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps
2.21470.05001.12Shallow Concentrated Flow, Woodland Kv=5.0 fps
14.0294Total
===== PAGE 39 =====
Subcatchment 14S: DA-E3A
Hydrograph
Image
Runoff ===== PAGE 40 ===== # Summary for Subcatchment 17S: DA-E4A Runoff = 0.04 cfs @ 12.48 hrs, Volume= Routed to Link 18L : Offsite 0.011 af, Depth= 0.45" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
0.23055Woods, Good, HSG B
0.05061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.29058Weighted Average
0.2805696.55% Pervious Area
0.010983.45% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.2180.02000.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
1.7860.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.11580.02001.27Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.5555Total
===== PAGE 41 =====
Subcatchment 17S: DA-E4A
Hydrograph
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2242424242424242424242424242424242424242424242424242424242424242424242424
424242424242424242424242424242424242424242424242424242424242424242424242424
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4024242424242424242424242424242424242424242424242424242424242424242424242424242424
4224242424242424242424242424242424242424242424242424242424242424242424242424242424
4424242424242424242424242424242424242424242424242424242424242424242424242424242424
4624242424242424242424242424242424242424242424242424242424242424242424242424242424
4824242424242424242424242424242424242424242424242424242424242424242424242424242424
5024242424242424242424242424242424242424242424242424242424242424242424242424242424
5224242424242424242424242424242424242424242424242424242424242424242424242424242424
5424242424242424242424242424242424242424242424242424242424242424242424242424242424
5624242424242424242424242424242424242424242424242424242424242424242424242424242424
5824242424242424242424242424242424242424242424242424242424242424242424242424242424
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Runoff ===== PAGE 42 ===== # Summary for Subcatchment 19S: DA-E5 Runoff = 0.26 cfs @ 12.20 hrs, Volume= Routed to Link 20L : POA-5 0.032 af, Depth= 1.06" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.41"
Area (ac)CNDescription
0.10055Woods, Good, HSG B
0.26078Row crops, straight row, Good, HSG B
0.36072Weighted Average
0.36072100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
1.72120.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
10.7247Total
10.7 247 Total
Subcatchment 19S: DA-E5
Image
===== PAGE 43 ===== ## Summary for Link 6L: POA-1 Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 1.24" for 2 YR-C event Inflow = 4.60 cfs @ 12.38 hrs, Volume= 0.848 af Primary = 4.60 cfs @ 12.38 hrs, Volume= 0.848 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 6L: POA-1
Image
===== PAGE 44 ===== ## Summary for Link 7L: POA-4 Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 0.74" for 2 YR-C event Inflow = 1.96 cfs @ 12.36 hrs, Volume= 0.387 af Primary = 1.96 cfs @ 12.36 hrs, Volume= 0.387 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 7L: POA-4
Image
===== PAGE 45 ===== ## Summary for Link 8L: POA-3 Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 0.56" for 2 YR-C event Inflow = 0.59 cfs @ 12.27 hrs, Volume = 0.127 af Primary = 0.59 cfs @ 12.27 hrs, Volume = 0.127 af, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 8L: POA-3
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 46 ===== ## Summary for Link 9L: POA-2 Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 1.05" for 2 YR-C event Inflow = 1.44 cfs @ 12.43 hrs, Volume= 0.314 af Primary = 1.44 cfs @ 12.43 hrs, Volume= 0.314 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 9L: POA-2
Image
===== PAGE 47 ===== ## Summary for Link 10L: Reduction Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 1.07" for 2 YR-C event 12.48 hrs, Volume= 0.268 af Inflow = 1.28 cfs @ 0.33% Impervious, Inflow Depth = 1.07" for 2 YR-C event 12.48 hrs, Volume= 0.268 af 12.48 hrs, Volume= 0.268 af, Atten= 0%, Lag= 0.0 min Primary = 1.28 cfs @ 0.268 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 10L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 48 ===== ## Summary for Link 11L: Offsite Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 0.97" for 2 YR-C event Inflow = 0.61 cfs @ 12.11 hrs, Volume= 0.046 af Primary = 0.61 cfs @ 12.11 hrs, Volume= 0.046 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 11L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 49 ===== ## Summary for Link 13L: Reduction Inflow Area = 2.650 ac, 7.17% Impervious, Inflow Depth = 0.55" for 2 YR-C event 12.27 hrs, Volume= 0.122 af Inflow = 0.57 cfs @ Primary = 0.57 cfs @ 12.27 hrs, Volume= 0.122 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 13L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 50 ===== ## Summary for Link 15L: Offsite Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 0.66" for 2 YR-C event Inflow = 0.02 cfs @ 12.26 hrs, Volume= 0.005 af Primary = 0.02 cfs @ 12.26 hrs, Volume= 0.005 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 15L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 51 ===== ## Summary for Link 16L: Reduction Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 0.75" for 2 YR-C event Inflow = 1.93 cfs @ 12.36 hrs, Volume= 0.377 af Primary = 1.93 cfs @ 12.36 hrs, Volume= 0.377 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 16L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 52 ===== ## Summary for Link 18L: Offsite Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 0.45" for 2 YR-C event Inflow = 0.04 cfs @ 12.48 hrs, Volume= 0.011 af Primary = 0.04 cfs @ 12.48 hrs, Volume= 0.011 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 18L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 53 ===== ## Summary for Link 20L: POA-5 Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 1.06" for 2 YR-C event Inflow = 0.26 cfs @ 12.20 hrs, Volume= 0.032 af Primary = 0.26 cfs @ 12.20 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 20L: POA-5
Hydrograph
Image
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 54 ===== # Summary for Subcatchment 1S: DA-E1 Runoff = 6.09 cfs @ 12.38 hrs, Volume= Routed to Link 6L : POA-1 1.096 af, Depth= 1.60" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
1.05055Woods, Good, HSG B
7.17078Row crops, straight row, Good, HSG B
8.22075Weighted Average
8.22075100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
12.06460.01000.90Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.6500.00400.32Shallow Concentrated Flow, Woodland Kv= 5.0 fps
23.6731Total
Subcatchment 1S: DA-E1
Image
===== PAGE 55 ===== # Summary for Subcatchment 3S: DA-E4 Runoff = 2.86 cfs @ 12.35 hrs, Volume= 0.517 af, Depth= 1.03" Routed to Link 16L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
3.03055Woods, Good, HSG B
2.98078Row crops, straight row, Good, HSG B
6.01066Weighted Average
6.01066100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.51000.00400.22Sheet Flow, Fallow n= 0.050 P2= 3.42" Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
5.33600.01601.14Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.3753Total
Subcatchment 3S: DA-E4
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 56 ===== # Summary for Subcatchment 5S: DA-E3 Runoff = 0.90 cfs @ 12.26 hrs, Volume= 0.168 af, Depth= 0.76" Routed to Link 13L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
2.08055Woods, Good, HSG B
0.13098Paved parking, HSG B
0.38061>75% Grass cover, Good, HSG B
0.06098Roofs, HSG A
2.65059Weighted Average
2.4605692.83% Pervious Area
0.190987.17% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.1170.01800.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
3.72220.04001.00Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.8239Total
Subcatchment 5S: DA-E3
Image
===== PAGE 57 ===== # Summary for Subcatchment 6S: DA-E2 Runoff = 1.74 cfs @ 12.43 hrs, Volume=0.352 af, Depth= 1.40" Routed to Link 10L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
0.80055Woods, Good, HSG B
0.01098Paved parking, HSG B
2.20078Row crops, straight row, Good, HSG B
3.01072Weighted Average
3.0007299.67% Pervious Area
0.010980.33% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
0.2100.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.56040.00800.80Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
1.6480.01000.50Shallow Concentrated Flow, Woodland Kv= 5.0 fps
4.14960.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
27.41 193Total
27.4 1,193 Total ===== PAGE 58 =====
Subcatchment 6S: DA-E2
Hydrograph
Image
Runoff 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 59 ===== # Summary for Subcatchment 12S: DA-E2A Runoff = 0.83 cfs @ 12.11 hrs, Volume= Routed to Link 11L : Offsite 0.061 af, Depth= 1.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
0.04055Woods, Good, HSG B
0.11096Gravel surface, HSG B
0.39061>75% Grass cover, Good, HSG B
0.03098Roofs, HSG B
0.57069Weighted Average
0.5406894.74% Pervious Area
0.030985.26% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
0.5450.03001.43Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42"
2.23760.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
2.7421Total
Subcatchment 12S: DA-E2A
Image
===== PAGE 60 ===== # Summary for Subcatchment 14S: DA-E3A Runoff = 0.04 cfs @ 12.26 hrs, Volume= Routed to Link 15L : Offsite 0.007 af, Depth= 0.89" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
0.07055Woods, Good, HSG B
0.01061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.09060Weighted Average
0.0805688.89% Pervious Area
0.0109811.11% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.3130.01000.02Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
0.5180.01600.63Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.01160.01900.96Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.21470.05001.12Shallow Concentrated Flow, Woodland Kv= 5.0 fps
14.0294Total
===== PAGE 61 =====
Subcatchment 14S: DA-E3A
Hydrograph
Hydrograph
Time (hours)
NOAA 24-hr D
20.04cfs
YR-FRainfall3.91"
Runoff Area0.090ac
Runoff Volume0.007af
Runoff Depth0.89"
Flow Length294'
Tc14.0min
CN56/98
Runoff ===== PAGE 62 ===== # Summary for Subcatchment 17S: DA-E4A Runoff = 0.06 cfs @ 12.43 hrs, Volume= Routed to Link 18L : Offsite 0.016 af, Depth= 0.64" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
0.23055Woods, Good, HSG B
0.05061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.29058Weighted Average
0.2805696.55% Pervious Area
0.010983.45% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.2180.02000.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
1.7860.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.11580.02001.27Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.5555Total
===== PAGE 63 =====
Subcatchment 17S: DA-E4A
Hydrograph
Image
Runoff ===== PAGE 64 ===== # Summary for Subcatchment 19S: DA-E5 Runoff = 0.35 cfs @ 12.20 hrs, Volume= Routed to Link 20L : POA-5 0.042 af, Depth= 1.40" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=3.91"
Area (ac)CNDescription
0.10055Woods, Good, HSG B
0.26078Row crops, straight row, Good, HSG B
0.36072Weighted Average
0.36072100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
1.72120.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
10.7247Total
10.7 247 Total
Subcatchment 19S: DA-E5
Image
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 65 ===== ## Summary for Link 6L: POA-1 Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 1.60" for 2 YR-F event Inflow = 6.09 cfs @ 12.38 hrs, Volume= 1.096 af Primary = 6.09 cfs @ 12.38 hrs, Volume= 1.096 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 6L: POA-1
Image
===== PAGE 66 ===== ## Summary for Link 7L: POA-4 Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 1.01" for 2 YR-F event Inflow = 2.93 cfs @ 12.35 hrs, Volume= 0.533 af Primary = 2.93 cfs @ 12.35 hrs, Volume= 0.533 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Image
Link 7L: POA-4
Image
===== PAGE 67 ===== ## Summary for Link 8L: POA-3 Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 0.77" for 2 YR-F event Inflow = 0.94 cfs @ 12.26 hrs, Volume= 0.175 af Primary = 0.94 cfs @ 12.26 hrs, Volume= 0.175 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 8L: POA-3
Image
===== PAGE 68 ===== ## Summary for Link 9L: POA-2 Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 1.39" for 2 YR-F event Inflow = 1.95 cfs @ 12.42 hrs, Volume= 0.413 af Primary = 1.95 cfs @ 12.42 hrs, Volume= 0.413 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 9L: POA-2
Image
===== PAGE 69 ===== ## Summary for Link 10L: Reduction Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 1.40" for 2 YR-F event Inflow = 1.74 cfs @ 12.43 hrs, Volume= 0.352 af Primary = 1.74 cfs @ 12.43 hrs, Volume= 0.352 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 10L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 70 ===== ## Summary for Link 11L: Offsite Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 1.28" for 2 YR-F event Inflow = 0.83 cfs @ 12.11 hrs, Volume = 0.061 af Primary = 0.83 cfs @ 12.11 hrs, Volume= 0.061 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 11L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 71 ===== ## Summary for Link 13L: Reduction Inflow Area = 2.650 ac, Inflow = 0.90 cfs @ 7.17% Impervious, Inflow Depth = 0.76" for 2 YR-F event 12.26 hrs, Volume= 0.168 af Primary = 0.90 cfs @ 0.168 af, Atten= 0%, Lag= 0.0 min 12.26 hrs, Volume= Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 13L: Reduction
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 72 ===== ## Summary for Link 15L: Offsite Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 0.89" for 2 YR-F event Inflow = 0.04 cfs @ 12.26 hrs, Volume= 0.007 af Primary = 0.04 cfs @ 12.26 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 15L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 73 ===== ## Summary for Link 16L: Reduction Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 1.03" for 2 YR-F event Inflow = 2.86 cfs @ 12.35 hrs, Volume= 0.517 af Primary = 2.86 cfs @ 12.35 hrs, Volume= 0.517 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 16L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 74 ===== ## Summary for Link 18L: Offsite Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 0.64" for 2 YR-F event Inflow = 0.06 cfs @ 12.43 hrs, Volume= 0.016 af Primary = 0.06 cfs @ 12.43 hrs, Volume= 0.016 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 18L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 75 ===== ## Summary for Link 20L: POA-5 Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 1.40" for 2 YR-F event Inflow = 0.35 cfs @ 12.20 hrs, Volume = 0.042 af Primary = 0.35 cfs @ 12.20 hrs, Volume = 0.042 af, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 20L: POA-5
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 76 ===== # Summary for Subcatchment 1S: DA-E1 Runoff = 10.45 cfs @ 12.38 hrs, Volume= 1.823 af, Depth= 2.66" Routed to Link 6L : POA-1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
1.05055Woods, Good, HSG B
7.17078Row crops, straight row, Good, HSG B
8.22075Weighted Average
8.22075100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
12.06460.01000.90Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.6500.00400.32Shallow Concentrated Flow, Woodland Kv= 5.0 fps
22.6731Total
Subcatchment 1S: DA-E1
Image
===== PAGE 77 ===== # Summary for Subcatchment 3S: DA-E4 Runoff = 5.80 cfs @ 12.32 hrs, Volume= 0.955 af, Depth= 1.91" Routed to Link 16L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
3.03055Woods, Good, HSG B
2.98078Row crops, straight row, Good, HSG B
6.01066Weighted Average
6.01066100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.51000.00400.22Sheet Flow, Fallow n= 0.050 P2= 3.42" Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
5.33600.01601.14
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.3753Total
Subcatchment 3S: DA-E4
Image
===== PAGE 78 ===== # Summary for Subcatchment 5S: DA-E3 Runoff = 2.12 cfs @ 12.24 hrs, Volume= 0.321 af, Depth= 1.45" Routed to Link 13L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
2.08055Woods, Good, HSG B
0.13098Paved parking, HSG B
0.38061>75% Grass cover, Good, HSG B
0.06098Roofs, HSG A
2.65059Weighted Average
2.4605692.83% Pervious Area
0.190987.17% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.1170.01800.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
3.72220.04001.00Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.8239Total
Subcatchment 5S: DA-E3
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 79 ===== # Summary for Subcatchment 6S: DA-E2 Runoff = 3.13 cfs @ 12.42 hrs, Volume=0.604 af, Depth= 2.41" Routed to Link 10L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
0.80055Woods, Good, HSG B
0.01098Paved parking, HSG B
2.20078Row crops, straight row, Good, HSG B
3.01072Weighted Average
3.0007299.67% Pervious Area
0.010980.33% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
0.2100.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.56040.00800.80Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
1.6480.01000.50Shallow Concentrated Flow, Woodland Kv= 5.0 fps
4.14960.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
27.41 193Total
27.4 1,193 Total ===== PAGE 80 =====
Subcatchment 6S: DA-E2
Hydrograph
Image
Runoff 24681012141618202224262830323436384042444648505254565860626466687072Time (hours) ===== PAGE 81 ===== # Summary for Subcatchment 12S: DA-E2A Runoff = 1.48 cfs @ 12.11 hrs, Volume= Routed to Link 11L : Offsite 0.106 af, Depth= 2.22" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
0.04055Woods, Good, HSG B
0.11096Gravel surface, HSG B
0.39061>75% Grass cover, Good, HSG B
0.03098Roofs, HSG B
0.57069Weighted Average
0.5406894.74% Pervious Area
0.030985.26% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
0.5450.03001.43Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42"
2.23760.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
2.7421Total
Subcatchment 12S: DA-E2A
Image
===== PAGE 82 ===== # Summary for Subcatchment 14S: DA-E3A Runoff = 0.08 cfs @ 12.26 hrs, Volume= Routed to Link 15L : Offsite 0.012 af, Depth= 1.61" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
0.07055Woods, Good, HSG B
0.01061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.09060Weighted Average
0.0805688.89% Pervious Area
0.0109811.11% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.3130.01000.02Sheet Flow, Woods: Dense underbrush n=0.800 P2=3.42" Using McCuen-Spiess flow length
0.5180.01600.63Shallow Concentrated Flow, Woodland Kv=5.0 fps
2.01160.01900.96Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps
2.21470.05001.12Shallow Concentrated Flow, Woodland Kv=5.0 fps
14.0294Total
===== PAGE 83 =====
Subcatchment 14S: DA-E3A
Hydrograph
Image
Runoff ===== PAGE 84 ===== # Summary for Subcatchment 17S: DA-E4A Runoff = 0.16 cfs @ 12.35 hrs, Volume= Routed to Link 18L : Offsite 0.032 af, Depth= 1.31" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
0.23055Woods, Good, HSG B
0.05061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.29058Weighted Average
0.2805696.55% Pervious Area
0.010983.45% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.2180.02000.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
1.7860.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.11580.02001.27Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.5555Total
===== PAGE 85 =====
Subcatchment 17S: DA-E4A
Hydrograph
Image
Runoff 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 86 ===== # Summary for Subcatchment 19S: DA-E5 Runoff = 0.62 cfs @ 12.20 hrs, Volume= Routed to Link 20L : POA-5 0.072 af, Depth= 2.40" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"
Area (ac)CNDescription
0.10055Woods, Good, HSG B
0.26078Row crops, straight row, Good, HSG B
0.36072Weighted Average
0.36072100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
1.72120.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
10.7247Total
Subcatchment 19S: DA-E5
Image
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 87 ===== ## Summary for Link 6L: POA-1 Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 2.66" for 10 YR-C event Inflow = 10.45 cfs @ 12.38 hrs, Volume= 1.823 af Primary = 10.45 cfs @ 12.38 hrs, Volume= 1.823 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 6L: POA-1
Hydrograph
Image
===== PAGE 88 ===== ## Summary for Link 7L: POA-4 Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 1.88" for 10 YR-C event Inflow = 5.96 cfs @ 12.32 hrs, Volume= 0.987 af Primary = 5.96 cfs @ 12.32 hrs, Volume= 0.987 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 7L: POA-4
Hydrograph
Image
===== PAGE 89 ===== ## Summary for Link 8L: POA-3 Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 1.46" for 10 YR-C event Inflow = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af Primary = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt= 0.01 hrs
Image
## Link 8L: POA-3
Image
===== PAGE 90 ===== ## Summary for Link 9L: POA-2 Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 2.38" for 10 YR-C event Inflow = 3.49 cfs @ 12.42 hrs, Volume= 0.710 af Primary = 3.49 cfs @ 12.42 hrs, Volume= 0.710 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 9L: POA-2
Hydrograph
Image
===== PAGE 91 ===== ## Summary for Link 10L: Reduction Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 2.41" for 10 YR-C event Inflow = 3.13 cfs @ 12.42 hrs, Volume= 0.604 af Primary = 3.13 cfs @ 12.42 hrs, Volume= 0.604 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 10L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 92 ===== ## Summary for Link 11L: Offsite Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 2.22" for 10 YR-C event Inflow = 1.48 cfs @ 12.11 hrs, Volume = 0.106 af Primary = 1.48 cfs @ 12.11 hrs, Volume = 0.106 af, Atten = 0%, Lag = 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 11L: Offsite
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 93 ===== ## Summary for Link 13L: Reduction Inflow Area = 2.650 ac, 7.17% Impervious, Inflow Depth = 1.45" for 10 YR-C event 12.24 hrs, Volume= 0.321 af 12.24 hrs, Volume= 0.321 af, Atten= 0%, Lag= 0.0 min Inflow = 2.12 cfs @ Primary = 2.12 cfs @ Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 13L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 94 ===== ## Summary for Link 15L: Offsite Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 1.61" for 10 YR-C event Inflow = 0.08 cfs @ 12.26 hrs, Volume = 0.012 af Primary = 0.08 cfs @ 12.26 hrs, Volume = 0.012 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 15L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 95 ===== ## Summary for Link 16L: Reduction Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 1.91" for 10 YR-C event Inflow = 5.80 cfs @ 12.32 hrs, Volume= 0.955 af Primary = 5.80 cfs @ 12.32 hrs, Volume= 0.955 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 16L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 96 ===== ## Summary for Link 18L: Offsite Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 1.31" for 10 YR-C event Inflow = 0.16 cfs @ 12.35 hrs, Volume= 0.032 af Primary = 0.16 cfs @ 12.35 hrs, Volume= 0.032 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 18L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 97 ===== ## Summary for Link 20L: POA-5 Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 2.40" for 10 YR-C event Inflow = 0.62 cfs @ 12.20 hrs, Volume= 0.072 af Primary = 0.62 cfs @ 12.20 hrs, Volume= 0.072 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 20L: POA-5
Hydrograph
Image
===== PAGE 98 ===== # Summary for Subcatchment 1S: DA-E1 Runoff = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af, Depth= 3.43" Routed to Link 6L : POA-1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
1.05055Woods, Good, HSG B
7.17078Row crops, straight row, Good, HSG B
8.22075Weighted Average
8.22075100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
12.06460.01000.90Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.6500.00400.32Shallow Concentrated Flow, Woodland Kv= 5.0 fps
22.6731Total
Subcatchment 1S: DA-E1
Image
===== PAGE 99 ===== # Summary for Subcatchment 3S: DA-E4 Runoff = 8.03 cfs @ 12.31 hrs, Volume= 1.286 af, Depth= 2.57" Routed to Link 16L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
3.03055Woods, Good, HSG B
2.98078Row crops, straight row, Good, HSG B
6.01066Weighted Average
6.01066100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.51000.00400.22Sheet Flow, Fallow n= 0.050 P2= 3.42" Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
5.33600.01601.14Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.3753Total
Subcatchment 3S: DA-E4
Hydrograph
Image
===== PAGE 100 ===== # Summary for Subcatchment 5S: DA-E3 Runoff = 3.12 cfs @ 12.23 hrs, Volume= 0.442 af, Depth= 2.00" Routed to Link 13L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
2.08055Woods, Good, HSG B
0.13098Paved parking, HSG B
0.38061>75% Grass cover, Good, HSG B
0.06098Roofs, HSG A
2.65059Weighted Average
2.4605692.83% Pervious Area
0.190987.17% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.1170.01800.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
3.72220.04001.00Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.8239Total
Subcatchment 5S: DA-E3
Image
===== PAGE 101 ===== # Summary for Subcatchment 6S: DA-E2 Runoff = 4.15 cfs @ 12.42 hrs, Volume=0.788 af, Depth= 3.14" Routed to Link 10L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
0.80055Woods, Good, HSG B
0.01098Paved parking, HSG B
2.20078Row crops, straight row, Good, HSG B
3.01072Weighted Average
3.0007299.67% Pervious Area
0.010980.33% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
0.2100.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.56040.00800.80Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
1.6480.01000.50Shallow Concentrated Flow, Woodland Kv= 5.0 fps
4.14960.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
27.41 193Total
27.4 1,193 Total ===== PAGE 102 =====
Subcatchment 6S: DA-E2
Hydrograph
Image
Runoff 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 103 ===== # Summary for Subcatchment 12S: DA-E2A Runoff = 1.96 cfs @ 12.11 hrs, Volume= Routed to Link 11L : Offsite 0.139 af, Depth= 2.92" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
0.04055Woods, Good, HSG B
0.11096Gravel surface, HSG B
0.39061>75% Grass cover, Good, HSG B
0.03098Roofs, HSG B
0.57069Weighted Average
0.5406894.74% Pervious Area
0.030985.26% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
0.5450.03001.43Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42"
2.23760.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
2.7421Total
Subcatchment 12S: DA-E2A
Image
===== PAGE 104 ===== # Summary for Subcatchment 14S: DA-E3A Runoff = 0.11 cfs @ 12.26 hrs, Volume=0.016 af, Depth= 2.17" Routed to Link 15L : Offsite Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
0.07055Woods, Good, HSG B
0.01061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.09060Weighted Average
0.0805688.89% Pervious Area
0.0109811.11% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.3130.01000.02Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
0.5180.01600.63Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.01160.01900.96Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.21470.05001.12Shallow Concentrated Flow, Woodland Kv= 5.0 fps
14.0294Total
===== PAGE 105 =====
Subcatchment 14S: DA-E3A
Hydrograph
Image
Runoff 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 106 ===== # Summary for Subcatchment 17S: DA-E4A Runoff = 0.25 cfs @ 12.35 hrs, Volume= Routed to Link 18L : Offsite 0.045 af, Depth= 1.84" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
0.23055Woods, Good, HSG B
0.05061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.29058Weighted Average
0.2805696.55% Pervious Area
0.010983.45% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.2180.02000.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
1.7860.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.11580.02001.27Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.5555Total
===== PAGE 107 =====
Subcatchment 17S: DA-E4A
Hydrograph
Image
Runoff ===== PAGE 108 ===== # Summary for Subcatchment 19S: DA-E5 Runoff = 0.82 cfs @ 12.20 hrs, Volume= Routed to Link 20L : POA-5 0.094 af, Depth= 3.13" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.17"
Area (ac)CNDescription
0.10055Woods, Good, HSG B
0.26078Row crops, straight row, Good, HSG B
0.36072Weighted Average
0.36072100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
1.72120.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
10.7247Total
10.7 247 Total
Subcatchment 19S: DA-E5
Image
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 109 ===== ## Summary for Link 6L: POA-1 Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 3.43" for 10 YR-F event Inflow = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af Primary = 13.55 cfs @ 12.38 hrs, Volume= 2.348 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 6L: POA-1
Hydrograph
Image
===== PAGE 110 ===== ## Summary for Link 7L: POA-4 Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 2.53" for 10 YR-F event Inflow = 8.27 cfs @ 12.31 hrs, Volume = 1.330 af Primary = 8.27 cfs @ 12.31 hrs, Volume = 1.330 af, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 7L: POA-4
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 111 ===== ## Summary for Link 8L: POA-3 Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 2.01" for 10 YR-F event Inflow = 3.22 cfs @ 12.23 hrs, Volume= 0.458 af Primary = 3.22 cfs @ 12.23 hrs, Volume= 0.458 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 8L: POA-3
Hydrograph
Image
===== PAGE 112 ===== ## Summary for Link 9L: POA-2 Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 3.11" for 10 YR-F event Inflow = 4.61 cfs @ 12.42 hrs, Volume= 0.927 af Primary = 4.61 cfs @ 12.42 hrs, Volume= 0.927 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 9L: POA-2
Hydrograph
Image
===== PAGE 113 ===== ## Summary for Link 10L: Reduction Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 3.14" for 10 YR-F event 12.42 hrs, Volume= 0.788 af Inflow = 4.15 cfs @ Primary = 4.15 cfs @ 0.788 af, Atten= 0%, Lag= 0.0 min 12.42 hrs, Volume= Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 10L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 114 ===== ## Summary for Link 11L: Offsite Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 2.92" for 10 YR-F event Inflow = 1.96 cfs @ 12.11 hrs, Volume= 0.139 af Primary = 1.96 cfs @ 12.11 hrs, Volume= 0.139 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 11L: Offsite
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 115 ===== ## Summary for Link 13L: Reduction Inflow Area = 2.650 ac, 7.17% Impervious, Inflow Depth = 2.00" for 10 YR-F event 12.23 hrs, Volume= 0.442 af 12.23 hrs, Volume= 0.442 af, Atten= 0%, Lag= 0.0 min Inflow = 3.12 cfs @ Primary = 3.12 cfs @ Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 13L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 116 ===== ## Summary for Link 15L: Offsite Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 2.17" for 10 YR-F event Inflow = 0.11 cfs @ 12.26 hrs, Volume = 0.016 af Primary = 0.11 cfs @ 12.26 hrs, Volume = 0.016 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 15L: Offsite
Hydrograph
Image
Inflow Area=0.090 ac 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 117 ===== ## Summary for Link 16L: Reduction Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 2.57" for 10 YR-F event Inflow = 8.03 cfs @ 12.31 hrs, Volume = 1.286 af 0.00% Impervious, Inflow Depth = 2.57" for 10 YR-F event 12.31 hrs, Volume= 1.286 af 12.31 hrs, Volume= 1.286 af, Atten= 0%, Lag= 0.0 min Primary = 8.03 cfs @ 12.31 hrs, Volume= 1.286 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 16L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 118 ===== ## Summary for Link 18L: Offsite Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 1.84" for 10 YR-F event Inflow = 0.25 cfs @ 12.35 hrs, Volume= 0.045 af Primary = 0.25 cfs @ 12.35 hrs, Volume= 0.045 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 18L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 119 ===== ## Summary for Link 20L: POA-5 Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 3.13" for 10 YR-F event Inflow = 0.82 cfs @ 12.20 hrs, Volume= 0.094 af Primary = 0.82 cfs @ 12.20 hrs, Volume= 0.094 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 20L: POA-5
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 120 ===== # Summary for Subcatchment 1S: DA-E1 Runoff = 23.39 cfs @ 12.38 hrs, Volume= 4.046 af, Depth= 5.91" Routed to Link 6L : POA-1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
1.05055Woods, Good, HSG B
7.17078Row crops, straight row, Good, HSG B
8.22075Weighted Average
8.22075100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
12.06460.01000.90Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.6500.00400.32Shallow Concentrated Flow, Woodland Kv= 5.0 fps
22.6724Total
Subcatchment 1S: DA-E1
Hydrograph
Image
Runoff 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 121 ===== # Summary for Subcatchment 3S: DA-E4 Runoff = 15.46 cfs @ 12.31 hrs, Volume= 2.403 af, Depth= 4.80" Routed to Link 16L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
3.03055Woods, Good, HSG B
2.98078Row crops, straight row, Good, HSG B
6.01066Weighted Average
6.01066100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.51000.00400.22Sheet Flow, Fallow n= 0.050 P2= 3.42" Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
5.33600.01601.14Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.3753Total
Subcatchment 3S: DA-E4
Image
===== PAGE 122 ===== # Summary for Subcatchment 5S: DA-E3 Runoff = 6.62 cfs @ 12.23 hrs, Volume= 0.870 af, Depth= 3.94" Routed to Link 13L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
2.08055Woods, Good, HSG B
0.13098Paved parking, HSG B
0.38061>75% Grass cover, Good, HSG B
0.06098Roofs, HSG A
2.65059Weighted Average
2.4605692.83% Pervious Area
0.190987.17% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.1170.01800.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
3.72220.04001.00Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.8239Total
Subcatchment 5S: DA-E3
Hydrograph
Image
===== PAGE 123 ===== # Summary for Subcatchment 6S: DA-E2 Runoff = 7.41 cfs @ 12.42 hrs, Volume=1.392 af, Depth= 5.55" Routed to Link 10L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
0.80055Woods, Good, HSG B
0.01098Paved parking, HSG B
2.20078Row crops, straight row, Good, HSG B
3.01072Weighted Average
3.0007299.67% Pervious Area
0.010980.33% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
0.2100.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.56040.00800.80Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
1.6480.01000.50Shallow Concentrated Flow, Woodland Kv= 5.0 fps
4.14960.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
27.41 193Total
27.4 1,193 Total ===== PAGE 124 =====
Subcatchment 6S: DA-E2
Hydrograph
Image
Runoff 24681012141618202224262830323436384042444648505254565860626466687072Time (hours) ===== PAGE 125 ===== # Summary for Subcatchment 12S: DA-E2A Runoff = 3.51 cfs @ 12.11 hrs, Volume= Routed to Link 11L : Offsite 0.249 af, Depth= 5.24" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
0.04055Woods, Good, HSG B
0.11096Gravel surface, HSG B
0.39061>75% Grass cover, Good, HSG B
0.03098Roofs, HSG B
0.57069Weighted Average
0.5406894.74% Pervious Area
0.030985.26% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
0.5450.03001.43Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42"
2.23760.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
2.7421Total
Subcatchment 12S: DA-E2A
Image
===== PAGE 126 ===== # Summary for Subcatchment 14S: DA-E3A Runoff = 0.22 cfs @ 12.25 hrs, Volume= Routed to Link 15L : Offsite 0.031 af, Depth= 4.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
0.07055Woods, Good, HSG B
0.01061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.09060Weighted Average
0.0805688.89% Pervious Area
0.0109811.11% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.3130.01000.02Sheet Flow, Woods: Dense underbrush n=0.800 P2=3.42" Using McCuen-Spiess flow length
0.5180.01600.63Shallow Concentrated Flow, Woodland Kv=5.0 fps
2.01160.01900.96Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps
2.21470.05001.12Shallow Concentrated Flow, Woodland Kv=5.0 fps
14.0294Total
===== PAGE 127 =====
Subcatchment 14S: DA-E3A
Hydrograph
Hydrograph
Runoff ===== PAGE 128 ===== # Summary for Subcatchment 17S: DA-E4A Runoff = 0.55 cfs @ 12.31 hrs, Volume= Routed to Link 18L : Offsite 0.091 af, Depth= 3.75" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
0.23055Woods, Good, HSG B
0.05061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.29058Weighted Average
0.2805696.55% Pervious Area
0.010983.45% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.2180.02000.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
1.7860.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.11580.02001.27Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.5555Total
===== PAGE 129 =====
Subcatchment 17S: DA-E4A
Hydrograph
Image
Runoff 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 130 ===== # Summary for Subcatchment 19S: DA-E5 Runoff = 1.45 cfs @ 12.20 hrs, Volume= Routed to Link 20L : POA-5
P, Volume= 0.166 af, Depth= 5.54"
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dts NOAA 24-hr D 100 YR-C Rainfall=8.95"
Area (ac)CNDescription
0.10055Woods, Good, HSG B
0.26078Row crops, straight row, Good, HSG B
0.36072Weighted Average
0.36072100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
1.72120.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
10.7247Total
Subcatchment 19S: DA-E5
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 131 ===== ## Summary for Link 6L: POA-1 Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 5.91" for 100 YR-C event Inflow = 23.39 cfs @ 12.38 hrs, Volume= 4.046 af Primary = 23.39 cfs @ 12.38 hrs, Volume= 4.046 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 6L: POA-1
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 132 ===== ## Summary for Link 7L: POA-4 Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 4.75" for 100 YR-C event Inflow = 16.02 cfs @ 12.31 hrs, Volume = 2.494 af Primary = 16.02 cfs @ 12.31 hrs, Volume = 2.494 af, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 7L: POA-4
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 133 ===== ## Summary for Link 8L: POA-3 Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 3.95" for 100 YR-C event Inflow = 6.85 cfs @ 12.23 hrs, Volume= 0.902 af Primary = 6.85 cfs @ 12.23 hrs, Volume= 0.902 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 8L: POA-3
Hydrograph
Image
===== PAGE 134 ===== ## Summary for Link 9L: POA-2 Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 5.50" for 100 YR-C event Inflow = 8.21 cfs @ 12.42 hrs, Volume= 1.640 af Primary = 8.21 cfs @ 12.42 hrs, Volume= 1.640 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 9L: POA-2
Hydrograph
Image
===== PAGE 135 ===== ## Summary for Link 10L: Reduction Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 5.55" for 100 YR-C event Inflow = 7.41 cfs @ 12.42 hrs, Volume= 1.392 af Primary = 7.41 cfs @ 12.42 hrs, Volume= 1.392 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 10L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 136 ===== ## Summary for Link 11L: Offsite Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 5.24" for 100 YR-C event Inflow = 3.51 cfs @ 12.11 hrs, Volume= 0.249 af Primary = 3.51 cfs @ 12.11 hrs, Volume= 0.249 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 11L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 137 ===== ## Summary for Link 13L: Reduction Inflow Area = 2.650 ac, 7.17% Impervious, Inflow Depth = 3.94" for 100 YR-C event 12.23 hrs, Volume= 0.870 af 12.23 hrs, Volume= 0.870 af, Atten= 0%, Lag= 0.0 min Inflow = 6.62 cfs @ Primary = 6.62 cfs @ Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 13L: Reduction
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 138 ===== ## Summary for Link 15L: Offsite Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 4.14" for 100 YR-C event Inflow = 0.22 cfs @ 12.25 hrs, Volume= 0.031 af Primary = 0.22 cfs @ 12.25 hrs, Volume= 0.031 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 15L: Offsite
Hydrograph
Image
Inflow Area=0.090 ac 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 139 ===== ## Summary for Link 16L: Reduction Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 4.80" for 100 YR-C event Inflow = 15.46 cfs @ 12.31 hrs, Volume = 2.403 af Primary = 15.46 cfs @ 12.31 hrs, Volume = 2.403 af, Atten = 0%, Lag = 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 16L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 140 ===== ## Summary for Link 18L: Offsite Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 3.75" for 100 YR-C event Inflow = 0.55 cfs @ 12.31 hrs, Volume= 0.091 af Primary = 0.55 cfs @ 12.31 hrs, Volume= 0.091 af, Atten= 0%, Lag= 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 18L: Offsite
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 141 ===== ## Summary for Link 20L: POA-5 Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 5.54" for 100 YR-C event Inflow = 1.45 cfs @ 12.20 hrs, Volume = 0.166 af flow Depth = 5.54" for 100 YR-C event 0.166 af 0.166 af, Atten=0%, Lag=0.0 min Primary = 1.45 cfs @ 12.20 hrs, Volume= Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 20L: POA-5
Hydrograph
Image
===== PAGE 142 ===== # Summary for Subcatchment 1S: DA-E1 Runoff = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af, Depth= 8.61" Routed to Link 6L : POA-1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
1.05055Woods, Good, HSG B
7.17078Row crops, straight row, Good, HSG B
8.22075Weighted Average
8.22075100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
12.06460.01000.90Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.6500.00400.32Shallow Concentrated Flow, Woodland Kv= 5.0 fps
23.6731Total
Subcatchment 1S: DA-E1
Image
===== PAGE 143 ===== # Summary for Subcatchment 3S: DA-E4 Runoff = 23.70 cfs @ 12.31 hrs, Volume= 3.667 af, Depth= 7.32" Routed to Link 16L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
3.03055Woods, Good, HSG B
2.98078Row crops, straight row, Good, HSG B
6.01066Weighted Average
6.01066100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.51000.00400.22Sheet Flow, Fallow n= 0.050 P2= 3.42" Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
5.33600.01601.14Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.3753Total
Subcatchment 3S: DA-E4
Image
===== PAGE 144 ===== # Summary for Subcatchment 5S: DA-E3 Runoff = 10.73 cfs @ 12.23 hrs, Volume= 1.376 af, Depth= 6.23" Routed to Link 13L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
2.08055Woods, Good, HSG B
0.13098Paved parking, HSG B
0.38061>75% Grass cover, Good, HSG B
0.06098Roofs, HSG A
2.65059Weighted Average
2.4605692.83% Pervious Area
0.190987.17% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.1170.01800.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
3.72220.04001.00Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.8239Total
Subcatchment 5S: DA-E3
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 145 ===== # Summary for Subcatchment 6S: DA-E2 Runoff = 10.91 cfs @ 12.42 hrs, Volume=2.056 af, Depth= 8.20" Routed to Link 10L : Reduction Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
0.80055Woods, Good, HSG B
0.01098Paved parking, HSG B
2.20078Row crops, straight row, Good, HSG B
3.01072Weighted Average
3.0007299.67% Pervious Area
0.010980.33% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
0.2100.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
12.56040.00800.80Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
1.6480.01000.50Shallow Concentrated Flow, Woodland Kv= 5.0 fps
4.14960.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
27.41 193Total
27.4 1,193 Total ===== PAGE 146 =====
Subcatchment 6S: DA-E2
Hydrograph
Image
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 147 ===== # Summary for Subcatchment 12S: DA-E2A Runoff = 5.18 cfs @ 12.11 hrs, Volume= Routed to Link 11L : Offsite 0.372 af, Depth= 7.82" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
0.04055Woods, Good, HSG B
0.11096Gravel surface, HSG B
0.39061>75% Grass cover, Good, HSG B
0.03098Roofs, HSG B
0.57069Weighted Average
0.5406894.74% Pervious Area
0.030985.26% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
0.5450.03001.43Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42"
2.23760.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
2.7421Total
Subcatchment 12S: DA-E2A
Image
===== PAGE 148 ===== # Summary for Subcatchment 14S: DA-E3A Runoff = 0.36 cfs @ 12.23 hrs, Volume= Routed to Link 15L : Offsite 0.048 af, Depth= 6.46" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
0.07055Woods, Good, HSG B
0.01061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.09060Weighted Average
0.0805688.89% Pervious Area
0.0109811.11% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.3130.01000.02Sheet Flow, Woods: Dense underbrush n=0.800 P2=3.42" Using McCuen-Spiess flow length
0.5180.01600.63Shallow Concentrated Flow, Woodland Kv=5.0 fps
2.01160.01900.96Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps
2.21470.05001.12Shallow Concentrated Flow, Woodland Kv=5.0 fps
14.0294Total
===== PAGE 149 =====
Subcatchment 14S: DA-E3A
Hydrograph
Image
Runoff 1681012141618202224262830323436384042444648505254565860626466687072Time (hours) ===== PAGE 150 ===== # Summary for Subcatchment 17S: DA-E4A Runoff = 0.92 cfs @ 12.31 hrs, Volume= Routed to Link 18L : Offsite 0.145 af, Depth= 6.02" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
0.23055Woods, Good, HSG B
0.05061>75% Grass cover, Good, HSG B
0.01098Roofs, HSG B
0.29058Weighted Average
0.2805696.55% Pervious Area
0.010983.45% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.2180.02000.03Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length
1.7860.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
2.11580.02001.27Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
2.1620.00300.49Shallow Concentrated Flow, Cultivated Straight Rows Kv= 9.0 fps
4.42310.03000.87Shallow Concentrated Flow, Woodland Kv= 5.0 fps
19.5555Total
===== PAGE 151 =====
Subcatchment 17S: DA-E4A
Hydrograph
Flow (cfs)
Image
Runoff 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 152 ===== # Summary for Subcatchment 19S: DA-E5 Runoff = 2.12 cfs @ 12.20 hrs, Volume= 0.246 af, Depth= 8.18" Routed to Link 20L : POA-5 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.84"
Area (ac)CNDescription
0.10055Woods, Good, HSG B
0.26078Row crops, straight row, Good, HSG B
0.36072Weighted Average
0.36072100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0350.02000.07Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42" Using McCuen-Spiess flow length
1.72120.01002.03Shallow Concentrated Flow, Paved Kv= 20.3 fps
10.7247Total
10.7 247 Total
Subcatchment 19S: DA-E5
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 153 ===== ## Summary for Link 6L: POA-1 Inflow Area = 8.220 ac, 0.00% Impervious, Inflow Depth = 8.61" for 100 YR-F event Inflow = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af Primary = 33.81 cfs @ 12.37 hrs, Volume= 5.895 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 6L: POA-1
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 154 ===== ## Summary for Link 7L: POA-4 Inflow Area = 6.300 ac, 0.16% Impervious, Inflow Depth = 7.26" for 100 YR-F event Inflow = 24.62 cfs @ 12.31 hrs, Volume = 3.812 af Primary = 24.62 cfs @ 12.31 hrs, Volume = 3.812 af, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 7L: POA-4
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 155 ===== ## Summary for Link 8L: POA-3 Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 6.24" for 100 YR-F event Inflow = 11.08 cfs @ 12.23 hrs, Volume= 1.425 af Primary = 11.08 cfs @ 12.23 hrs, Volume= 1.425 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 8L: POA-3
Hydrograph
Image
===== PAGE 156 ===== ## Summary for Link 9L: POA-2 Inflow Area = 3.580 ac, 1.12% Impervious, Inflow Depth = 8.14" for 100 YR-F event Inflow = 12.07 cfs @ 12.42 hrs, Volume = 2.427 af Primary = 12.07 cfs @ 12.42 hrs, Volume = 2.427 af, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 9L: POA-2
Hydrograph
Image
===== PAGE 157 ===== ## Summary for Link 10L: Reduction Inflow Area = 3.010 ac, 0.33% Impervious, Inflow Depth = 8.20" for 100 YR-F event 12.42 hrs, Volume= 2.056 af 12.42 hrs, Volume= 2.056 af, Atten= 0%, Lag= 0.0 min Inflow = 10.91 cfs @ Primary = 10.91 cfs @ Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 10L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 158 ===== ## Summary for Link 11L: Offsite Inflow Area = 0.570 ac, 5.26% Impervious, Inflow Depth = 7.82" for 100 YR-F event Inflow = 5.18 cfs @ 12.11 hrs, Volume= 0.372 af Primary = 5.18 cfs @ 12.11 hrs, Volume= 0.372 af, Atten= 0%, Lag= 0.0 min Routed to Link 9L : POA-2 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 11L: Offsite
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 159 ===== ## Summary for Link 13L: Reduction Inflow Area = 2.650 ac, 7.17% Impervious, Inflow Depth = 6.23" for 100 YR-F event 12.23 hrs, Volume= 1.376 af 12.23 hrs, Volume= 1.376 af, Atten= 0%, Lag= 0.0 min Inflow = 10.73 cfs @ Primary = 10.73 cfs @ Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 13L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 160 ===== ## Summary for Link 15L: Offsite Inflow Area = 0.090 ac, 11.11% Impervious, Inflow Depth = 6.46" for 100 YR-F event Inflow = 0.36 cfs @ 12.23 hrs, Volume= 0.048 af Primary = 0.36 cfs @ 12.23 hrs, Volume= 0.048 af, Atten= 0%, Lag= 0.0 min Routed to Link 8L : POA-3 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 15L: Offsite
Hydrograph
Inflow Area(cm)0.36 cfs0.36 cfs
0.000.000.00
0.020.000.02
0.040.000.04
0.060.000.06
0.080.000.08
0.100.000.10
0.120.000.12
0.140.000.14
0.160.000.16
0.180.000.18
0.200.000.20
0.220.000.22
0.240.000.24
0.260.000.26
0.280.000.28
0.300.000.30
0.320.000.32
0.340.000.34
0.360.000.36
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 161 ===== ## Summary for Link 16L: Reduction Inflow Area = 6.010 ac, 0.00% Impervious, Inflow Depth = 7.32" for 100 YR-F event Inflow = 23.70 cfs @ 12.31 hrs, Volume = 3.667 af Primary = 23.70 cfs @ 12.31 hrs, Volume = 3.667 af, Atten = 0%, Lag = 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 16L: Reduction
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 162 ===== ## Summary for Link 18L: Offsite Inflow Area = 0.290 ac, 3.45% Impervious, Inflow Depth = 6.02" for 100 YR-F event Inflow = 0.92 cfs @ 12.31 hrs, Volume = 0.145 af Primary = 0.92 cfs @ 12.31 hrs, Volume = 0.145 af, Atten = 0%, Lag = 0.0 min Routed to Link 7L : POA-4 Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 18L: Offsite
Hydrograph
Image
0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 163 ===== ## Summary for Link 20L: POA-5 Inflow Area = 0.360 ac, 0.00% Impervious, Inflow Depth = 8.18" for 100 YR-F event Inflow = 2.12 cfs @ 12.20 hrs, Volume= 0.246 af Primary = 2.12 cfs @ 12.20 hrs, Volume= 0.246 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs ## Link 20L: POA-5
Image
===== PAGE 164 ===== ## TABLE OF CONTENTS ## Project Reports 1 Routing Diagram 2 Rainfall Events Listing (selected events) 3 Area Listing (selected nodes) ## 2 YR-C Event 4 Subcat 1S: DA-E1 5 Subcat 3S: DA-E4 6 Subcat 5S: DA-E3 7 Subcat 6S: DA-E2 9 Subcat 12S: DA-E2A 10 Subcat 14S: DA-E3A 12 Subcat 17S: DA-E4A 14 Subcat 19S: DA-E5 15 Link 6L: POA-1 16 Link 7L: POA-4 17 Link 8L: POA-3 18 Link 9L: POA-2 19 Link 10L: Reduction 20 Link 11L: Offsite 21 Link 13L: Reduction 22 Link 15L: Offsite 23 Link 16L: Reduction 24 Link 18L: Offsite 25 Link 20L: POA-5 ## 2 YR-F Event
26Subcat 1S: DA-E1
27Subcat 3S: DA-E4
28Subcat 5S: DA-E3
29Subcat 6S: DA-E2
31Subcat 12S: DA-E2A
32Subcat 14S: DA-E3A
34Subcat 17S: DA-E4A
36Subcat 19S: DA-E5
37Link 6L: POA-1
38Link 7L: POA-4
39Link 8L: POA-3
40Link 9L: POA-2
41Link 10L: Reduction
42Link 11L: Offsite
43Link 13L: Reduction
44Link 15L: Offsite
45Link 16L: Reduction
46Link 18L: Offsite
47Link 20L: POA-5
===== PAGE 165 ===== ## 10 YR-C Event
48Subcat 1S: DA-E1
49Subcat 3S: DA-E4
50Subcat 5S: DA-E3
51Subcat 6S: DA-E2
53Subcat 12S: DA-E2A
54Subcat 14S: DA-E3A
56Subcat 17S: DA-E4A
58Subcat 19S: DA-E5
59Link 6L: POA-1
60Link 7L: POA-4
61Link 8L: POA-3
62Link 9L: POA-2
63Link 10L: Reduction
64Link 11L: Offsite
65Link 13L: Reduction
66Link 15L: Offsite
67Link 16L: Reduction
68Link 18L: Offsite
69Link 20L: POA-5
## 10 YR-F Event
70Subcat 1S: DA-E1
71Subcat 3S: DA-E4
72Subcat 5S: DA-E3
73Subcat 6S: DA-E2
75Subcat 12S: DA-E2A
76Subcat 14S: DA-E3A
78Subcat 17S: DA-E4A
80Subcat 19S: DA-E5
81Link 6L: POA-1
82Link 7L: POA-4
83Link 8L: POA-3
84Link 9L: POA-2
85Link 10L: Reduction
86Link 11L: Offsite
87Link 13L: Reduction
88Link 15L: Offsite
89Link 16L: Reduction
90Link 18L: Offsite
91Link 20L: POA-5
## 100 YR-C Event
92Subcat 1S: DA-E1
93Subcat 3S: DA-E4
94Subcat 5S: DA-E3
95Subcat 6S: DA-E2
97Subcat 12S: DA-E2A
===== PAGE 166 =====
98Subcat 14S: DA-E3A
100Subcat 17S: DA-E4A
102Subcat 19S: DA-E5
103Link 6L: POA-1
104Link 7L: POA-4
105Link 8L: POA-3
106Link 9L: POA-2
107Link 10L: Reduction
108Link 11L: Offsite
109Link 13L: Reduction
110Link 15L: Offsite
111Link 16L: Reduction
112Link 18L: Offsite
113Link 20L: POA-5
## 100 YR-F Event
114Subcat 1S: DA-E1
115Subcat 3S: DA-E4
116Subcat 5S: DA-E3
117Subcat 6S: DA-E2
119Subcat 12S: DA-E2A
120Subcat 14S: DA-E3A
122Subcat 17S: DA-E4A
124Link 6L: POA-1
126Link 7L: POA-4
127Link 8L: POA-3
128Link 9L: POA-2
129Link 10L: Reduction
130Link 11L: Offsite
131Link 13L: Reduction
132Link 15L: Offsite
133Link 16L: Reduction
134Link 18L: Offsite
135Link 20L: POA-5
===== PAGE 167 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix C – Proposed Conditions Analysis ===== PAGE 168 =====
Image
## Proposed Conditions BIORETENTION BASIN Subsurface Infiltration Basin 1 LOT 11 Roof
POA1
INFILTRATION BASIN 2
POA2
INFILTRATION BASIN 3
POA 3 ===== PAGE 169 ===== ## Project Notes Rainfall events imported from "240214_Analysis.hcp" ===== PAGE 170 =====
Rainfall Events Listing (selected events)
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YR-CNOAA 24-hrDDefault24.0013.422
22 YR-FNOAA 24-hrDDefault24.0014.042
310 YR-CNOAA 24-hrDDefault24.0015.382
410 YR-FNOAA 24-hrDDefault24.0016.342
5100 YR-CNOAA 24-hrDDefault24.0019.482
6100 YR-FNOAA 24-hrDDefault24.00111.412
===== PAGE 171 ===== ## Area Listing (selected nodes)
Area (sq-ft)CNDescription (subcatchment-numbers)
101,49539>75% Grass cover, Good, HSG A (2S, 3S, 4S)
8,71298Paved parking, HSG A (6S)
25,70098Paved roads w/curbs & sewers, HSG A (7S, 8S)
3,00098Roofs, HSG A (14S)
138,90755TOTAL AREA
===== PAGE 172 =====
Soil Listing (selected nodes)
Area (sq-ft)Soil GroupSubcatchment Numbers
138,907HSG A2S, 3S, 4S, 6S, 7S, 8S, 14S
0HSG B
0HSG C
0HSG D
0Other
138,907TOTAL AREA
===== PAGE 173 =====
Ground Covers (selected nodes)
HSG-A (sq-ft)HSG-B (sq-ft)HSG-C (sq-ft)HSG-D (sq-ft)Other (sq-ft)Total (sq-ft)Ground Cover
101,4950000101,495>75% Grass cover, Good
8,71200008,712Paved parking
25,700000025,700Paved roads w/curbs & sewers
3,00000003,000Roofs
138,9070000138,907TOTAL AREA
===== PAGE 174 =====
Pipe Listing (selected nodes)
Line#Node NumberIn-Invert (feet)Out-Invert (feet)Length (feet)Slope (ft/ft)nWidth (inches)Diam/Height (inches)Inside-Fill (inches)Node Name
12P88.0086.00119.00.01680.0120.012.00.0
25P87.4887.0028.00.01710.0120.012.00.0
36P91.8091.6530.00.00500.0120.012.00.0
48P92.7592.657.00.01430.0120.012.00.0
510P92.0891.6538.00.01130.0110.012.00.0
615P92.0090.7552.00.02400.0110.012.00.0
733P93.6593.5017.00.00880.0120.012.00.0
842P90.8090.7511.00.00450.0120.012.00.0
===== PAGE 175 =====
Time span=0.00-7.2.00 hrs, dt=0.01 hrs, 7.201 points
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: DA-P1 PERVOUSRunoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.00 cfs 24 cf
Subcatchment3S: DA-P3 PERVOUSRunoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 13 cf
Subcatchment4S: DA-P2 PERVOUSRunoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=168' Slope=0.0300 /' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 8 cf
Subcatchment6S: DA-P3 IMPERVOUSRunoff Area=0.200 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.59 cfs 2,314 cf
Subcatchment7S: DA-P2 IMPERVOUSRunoff Area=0.190 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.56 cfs 2,198 cf
Subcatchment8S: DA-P1 IMPERVOUSRunoff Area=0.400 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=372' Slope=0.0200 /' Tc=2.5 min CN=0/98 Runoff=1.33 cfs 4,627 cf
Subcatchment14S: LOT 11 RoofRunoff Area=3,000 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.25 cfs 797 cf
Pond 2P: Subsurface Infiltration Basin 1Peak Elev=87.01' Storage=6 cf Inflow=0.34 cfs 3,941 cf Discarded=0.34 cfs 3,941 cf Primary=0.00 cfs 0 cf Outflow=0.34 cfs 3,941 cf
Pond 5P: BIORETENTION BASIN 1APeak Elev=91.88' Storage=2,824 cf Inflow=1.33 cfs 4,651 cf Outflow=0.14 cfs 3,145 cf
Pond 6P: BIORETENTION BASIN 2APeak Elev=94.42' Storage=8 cf Inflow=0.00 cfs 8 cf Outflow=0.00 cfs 0 cf
Pond 8P: INFILTRATION BASIN 3Peak Elev=90.76' Storage=6 cf Inflow=0.15 cfs 2,310 cf Discarded=0.15 cfs 2,310 cf Primary=0.00 cfs 0 cf Outflow=0.15 cfs 2,310 cf
Pond 10P: PERVOUS PAVEMENT 2BPeak Elev=94.59' Storage=748 cf Inflow=0.56 cfs 2,198 cf Outflow=0.14 cfs 2,194 cf
Pond 15P: PERVOUS PAVEMENT 3BPeak Elev=94.71' Storage=773 cf Inflow=0.59 cfs 2,314 cf Outflow=0.15 cfs 2,310 cf
Pond 33P: INFILTRATION BASIN 2Peak Elev=92.12' Storage=286 cf Inflow=0.14 cfs 2,194 cf Discarded=0.08 cfs 2,194 cf Primary=0.00 cfs 0 cf Outflow=0.08 cfs 2,194 cf
Pond 42P: BIORETENTION BASIN 3APeak Elev=93.42' Storage=13 cf Inflow=0.00 cfs 13 cf Outflow=0.00 cfs 0 cf
Link 32L: POA1Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ===== PAGE 176 ===== Link 33L: POA2 Link 34L: POA3 Total Runoff Area = 138,907 sf Runoff Volume = 9,980 cf Average Runoff Depth = 0.86" 73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf ===== PAGE 177 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 0.00 cfs @ 24.01 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 24 cf, Depth= 0.01" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Image
===== PAGE 178 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.000.00
4.000.180.000.000.00
6.000.290.000.000.00
8.000.440.000.000.00
10.000.680.000.000.00
12.001.640.000.000.00
14.002.740.000.000.00
16.002.980.000.000.00
18.003.130.000.000.00
20.003.240.000.000.00
22.003.340.000.000.00
24.003.420.010.000.00
26.003.420.010.000.00
28.003.420.010.000.00
30.003.420.010.000.00
32.003.420.010.000.00
34.003.420.010.000.00
36.003.420.010.000.00
38.003.420.010.000.00
40.003.420.010.000.00
42.003.420.010.000.00
44.003.420.010.000.00
46.003.420.010.000.00
48.003.420.010.000.00
50.003.420.010.000.00
52.003.420.010.000.00
54.003.420.010.000.00
56.003.420.010.000.00
58.003.420.010.000.00
60.003.420.010.000.00
62.003.420.010.000.00
64.003.420.010.000.00
66.003.420.010.000.00
68.003.420.010.000.00
70.003.420.010.000.00
72.003.420.010.000.00
===== PAGE 179 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.00 cfs @ 24.02 hrs, Volume= Routed to Pond 42P : BIORENTION BASIN 3A 13 cf, Depth= 0.01" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 180 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.000.00
4.000.180.000.000.00
6.000.290.000.000.00
8.000.440.000.000.00
10.000.680.000.000.00
12.001.640.000.000.00
14.002.740.000.000.00
16.002.980.000.000.00
18.003.130.000.000.00
20.003.240.000.000.00
22.003.340.000.000.00
24.003.420.010.000.00
26.003.420.010.000.00
28.003.420.010.000.00
30.003.420.010.000.00
32.003.420.010.000.00
34.003.420.010.000.00
36.003.420.010.000.00
38.003.420.010.000.00
40.003.420.010.000.00
42.003.420.010.000.00
44.003.420.010.000.00
46.003.420.010.000.00
48.003.420.010.000.00
50.003.420.010.000.00
52.003.420.010.000.00
54.003.420.010.000.00
56.003.420.010.000.00
58.003.420.010.000.00
60.003.420.010.000.00
62.003.420.010.000.00
64.003.420.010.000.00
66.003.420.010.000.00
68.003.420.010.000.00
70.003.420.010.000.00
72.003.420.010.000.00
===== PAGE 181 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.00 cfs @ 24.01 hrs, Volume= Routed to Pond 6P : BIORENTION BASIN 2A 8 cf, Depth = 0.01" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Dense n= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Subcatchment 4S: DA-P2 PERVIOUS
Image
===== PAGE 182 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.000.00
4.000.180.000.000.00
6.000.290.000.000.00
8.000.440.000.000.00
10.000.680.000.000.00
12.001.640.000.000.00
14.002.740.000.000.00
16.002.980.000.000.00
18.003.130.000.000.00
20.003.240.000.000.00
22.003.340.000.000.00
24.003.420.010.000.00
26.003.420.010.000.00
28.003.420.010.000.00
30.003.420.010.000.00
32.003.420.010.000.00
34.003.420.010.000.00
36.003.420.010.000.00
38.003.420.010.000.00
40.003.420.010.000.00
42.003.420.010.000.00
44.003.420.010.000.00
46.003.420.010.000.00
48.003.420.010.000.00
50.003.420.010.000.00
52.003.420.010.000.00
54.003.420.010.000.00
56.003.420.010.000.00
58.003.420.010.000.00
60.003.420.010.000.00
62.003.420.010.000.00
64.003.420.010.000.00
66.003.420.010.000.00
68.003.420.010.000.00
70.003.420.010.000.00
72.003.420.010.000.00
===== PAGE 183 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 0.59 cfs @ 12.12 hrs, Volume= Routed to Pond 15P : PERVIOUS PAVEMENT 3B 2,314 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
===== PAGE 184 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.01
6.000.290.000.140.01
8.000.440.000.270.02
10.000.680.000.480.03
12.001.640.001.420.34
14.002.740.002.510.03
16.002.980.002.740.02
18.003.130.002.900.01
20.003.240.003.010.01
22.003.340.003.100.01
24.003.420.003.190.01
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 185 ===== # Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 0.56 cfs @ 12.12 hrs, Volume= Routed to Pond 10P : PERVIOUS PAVEMENT 2B 2,198 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42"
0.81370.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
4.3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Image
===== PAGE 186 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.01
6.000.290.000.140.01
8.000.440.000.270.02
10.000.680.000.480.03
12.001.640.001.420.32
14.002.740.002.510.03
16.002.980.002.740.02
18.003.130.002.900.01
20.003.240.003.010.01
22.003.340.003.100.01
24.003.420.003.190.01
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 187 ===== # Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 1.33 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 4,627 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS Pipe Flow
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 188 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.01
4.000.180.000.060.01
6.000.290.000.140.02
8.000.440.000.270.03
10.000.680.000.480.06
12.001.640.001.420.78
14.002.740.002.510.07
16.002.980.002.740.04
18.003.130.002.900.02
20.003.240.003.010.02
22.003.340.003.100.02
24.003.420.003.190.02
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 189 ===== # Summary for Subcatchment 14S: LOT 11 Roof Runoff = 0.25 cfs @ 12.09 hrs, Volume= Routed to Pond 2P : Subsurface Infiltration Basin 1 797 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.3402.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 190 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.01
10.000.680.000.480.01
12.001.640.001.420.15
14.002.740.002.510.01
16.002.980.002.740.01
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 191 ===== # Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 24
Summary for Pond 2P: Subsurface Infiltration Basin 1
Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth > 0.64" for 2 YR-C event
Inflow = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf
Outflow = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf, Atten= 1%, Lag= 0.2 min
Discarded = 0.34 cfs @ 12.09 hrs, Volume= 3,941 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 32L : POA1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 87.01' @ 12.09 hrs Surf.Area= 2,475 sf Storage= 6 cf
Plug-Flow detention time= 0.3 min calculated for 3,941 cf (100% of inflow)
Center-of-Mass det. time= 0.3 min ( 939.9 - 939.6 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'4,349 cf27.50'W x 90.00'L x 6.00'H Field A
#2A87.50'3,188 cf14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids ADS N-12 36" x 20 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
7,536 cf Total Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Primary92.59'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#2Device 188.00'12.0" Round Culvert L= 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#3Discarded87.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.34 cfs @ 12.09 hrs HW=87.01' (Free Discharge)
3=Exfiltration (Exfiltration Controls 0.34 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)
1=Grate ( Controls 0.00 cfs)
2=Culvert ( Controls 0.00 cfs)
Pond 2P: Subsurface Infiltration Basin 1
===== PAGE 192 ===== ## Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 193 =====
Pond 2P: Subsurface Infiltration Basin 1
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
Pond 2P: Subsurface Infiltration Basin 1
Image
===== PAGE 194 =====
Pond 2P: Subsurface Infiltration Basin 1
Stage-Area-Storage
Image
===== PAGE 195 =====
Hydrograph for Pond 2P: Subsurface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00087.000.000.000.00
2.000.00087.000.000.000.00
4.000.00087.000.000.000.00
6.000.00087.000.000.000.00
8.000.01087.000.010.010.00
10.000.01087.000.010.010.00
12.000.21487.000.210.210.00
14.000.14287.000.140.140.00
16.000.10287.000.100.100.00
18.000.06187.000.060.060.00
20.000.03187.000.030.030.00
22.000.03087.000.030.030.00
24.000.02087.000.020.020.00
26.000.01087.000.010.010.00
28.000.00087.000.000.000.00
30.000.00087.000.000.000.00
32.000.00087.000.000.000.00
34.000.00087.000.000.000.00
36.000.00087.000.000.000.00
38.000.00087.000.000.000.00
40.000.00087.000.000.000.00
42.000.00087.000.000.000.00
44.000.00087.000.000.000.00
46.000.00087.000.000.000.00
48.000.00087.000.000.000.00
50.000.00087.000.000.000.00
52.000.00087.000.000.000.00
54.000.00087.000.000.000.00
56.000.00087.000.000.000.00
58.000.00087.000.000.000.00
60.000.00087.000.000.000.00
62.000.00087.000.000.000.00
64.000.00087.000.000.000.00
66.000.00087.000.000.000.00
68.000.00087.000.000.000.00
70.000.00087.000.000.000.00
72.000.00087.000.000.000.00
===== PAGE 196 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
87.000.000.000.00
87.100.570.570.00
87.200.570.570.00
87.300.570.570.00
87.400.570.570.00
87.500.570.570.00
87.600.570.570.00
87.700.570.570.00
87.800.570.570.00
87.900.570.570.00
88.000.570.570.00
88.100.570.570.00
88.200.570.570.00
88.300.570.570.00
88.400.570.570.00
88.500.570.570.00
88.600.570.570.00
88.700.570.570.00
88.800.570.570.00
88.900.570.570.00
89.000.570.570.00
89.100.570.570.00
89.200.570.570.00
89.300.570.570.00
89.400.570.570.00
89.500.570.570.00
89.600.570.570.00
89.700.570.570.00
89.800.570.570.00
89.900.570.570.00
90.000.570.570.00
90.100.570.570.00
90.200.570.570.00
90.300.570.570.00
90.400.570.570.00
90.500.570.570.00
90.600.570.570.00
90.700.570.570.00
90.800.570.570.00
90.900.570.570.00
91.000.570.570.00
91.100.570.570.00
91.200.570.570.00
91.300.570.570.00
91.400.570.570.00
91.500.570.570.00
91.600.570.570.00
91.700.570.570.00
91.800.570.570.00
91.900.570.570.00
92.000.570.570.00
92.100.570.570.00
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
92.200.570.570.00
92.300.570.570.00
92.400.570.570.00
92.500.570.570.00
92.600.630.570.05
92.701.540.570.97
92.801.910.571.33
92.902.190.571.62
93.002.440.571.86
===== PAGE 197 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
87.002,4750
87.102,47599
87.202,475198
87.302,475297
87.402,475396
87.502,475495
87.602,475581
87.702,475657
87.802,475739
87.902,475852
88.002,475980
88.102,4751,118
88.202,4751,264
88.302,4751,416
88.402,4751,573
88.502,4751,735
88.602,4751,900
88.702,4752,069
88.802,4752,240
88.902,4752,412
89.002,4752,587
89.102,4752,762
89.202,4752,938
89.302,4753,114
89.402,4753,290
89.502,4753,465
89.602,4753,639
89.702,4753,812
89.802,4753,983
89.902,4754,151
90.002,4754,316
90.102,4754,478
90.202,4754,636
90.302,4754,788
90.402,4754,934
90.502,4755,072
90.602,4755,200
90.702,4755,313
90.802,4755,395
90.902,4755,470
91.002,4755,556
91.102,4755,655
91.202,4755,754
91.302,4755,853
91.402,4755,952
91.502,4756,051
91.602,4756,150
91.702,4756,249
91.802,4756,348
91.902,4756,447
92.002,4756,546
92.102,4756,645
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
92.202,4756,744
92.302,4756,843
92.402,4756,942
92.502,4757,041
92.602,4757,140
92.702,4757,239
92.802,4757,338
92.902,4757,437
93.002,4757,536
===== PAGE 198 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 0.79" for 2 YR-C event Inflow = 1.33 cfs @ 12.11 hrs, Volume = 4,651 cf Outflow = 0.14 cfs @ 12.90 hrs, Volume = 3,145 cf, Atten = 89%, Lag = 47.9 min Primary = 0.14 cfs @ 12.90 hrs, Volume = 3,145 cf Routed to Pond 2P : Subsurface Infiltration Basin 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.88' @ 12.90 hrs Surf.Area= 1,500 sf Storage= 2,824 cf Plug-Flow detention time= 338.4 min calculated for 3,144 cf (68% of inflow) Center-of-Mass det. time= 229.2 min ( 987.2 - 758.0 )
#190.00'8,250 cfCustom Stage Data (Prismatic) Listed below (Recalc)
Elevation (feet)Surf. Area (sq-ft)Inc. Store (cubic-feet)Cum. Store (cubic-feet)
90.001,50000
95.501,5008,2508,250
DeviceRoutingInvertOutlet Devices
#1Device 391.00'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 395.00'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary87.48'12.0" Round Culvert\n L = 28.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= 87.48' / 87.00' S = 0.0171 /'' Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.14 cfs @ 12.90 hrs HW=91.88' TW=87.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.14 cfs of 8.90 cfs potential flow)\n1=Orifice (Orifice Controls 0.14 cfs @ 4.25 fps)\n2=Grate ( Controls 0.00 cfs)
Image
Culvert
Image
===== PAGE 199 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Image
===== PAGE 200 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 201 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.01990.010.00
4.000.017890.050.00
6.000.0219790.130.00
8.000.0338190.250.00
10.000.0668790.460.00
12.000.781,85591.240.06
14.000.072,63791.760.13
16.000.042,15891.440.09
18.000.021,83691.220.06
20.000.021,70591.140.03
22.000.021,67291.110.02
24.000.021,65691.100.02
26.000.001,58391.060.01
28.000.001,55591.040.00
30.000.001,54191.030.00
32.000.001,53291.020.00
34.000.001,52791.020.00
36.000.001,52391.020.00
38.000.001,52091.010.00
40.000.001,51891.010.00
42.000.001,51691.010.00
44.000.001,51491.010.00
46.000.001,51391.010.00
48.000.001,51291.010.00
50.000.001,51191.010.00
52.000.001,51091.010.00
54.000.001,51091.010.00
56.000.001,50991.010.00
58.000.001,50991.010.00
60.000.001,50891.010.00
62.000.001,50891.010.00
64.000.001,50791.000.00
66.000.001,50791.000.00
68.000.001,50791.000.00
70.000.001,50691.000.00
72.000.001,50691.000.00
===== PAGE 202 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.28
95.4512.32
95.5012.36
===== PAGE 203 =====
Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 204 ===== ## Summary for Pond 6P: BIORENTION BASIN 2A Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.01" for 2 YR-C event Inflow = 0.00 cfs @ 24.01 hrs, Volume= 8 cf Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.42' @ 24.97 hrs Surf.Area= 77 sf Storage= 8 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no outflow) #1 94.30' 307 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet) 94.30 63 0 0 95.00 148 74 74 96.00 319 234 307 Device Routing Invert Outlet Devices #1 Device 3 94.80' 2.5" Vert. Orifice C=0.600 Limited to weir flow at low heads #2 Device 3 95.50' 48.0" x 48.0" Horiz. Grate C=0.600 #3 Primary 91.80' 12.0" Round Culvert L=30.0' RCP, groove end projecting, Ke=0.200 Inlet / Outlet Invert=91.80'/91.65' S=0.0050'/' Cc=0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=94.30' TW=91.65' (Dynamic Tailwater) 3=Culvert (Passes 0.00 cfs of 5.72 cfs potential flow) 1=Orifice (Controls 0.00 cfs) 2=Grate (Controls 0.00 cfs) Pond 6P: BIORENTION BASIN 2A
Image
Culvert ===== PAGE 205 =====
Pond 6P: BIORENTION BASIN 2A
Image
Pond 6P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 206 =====
Pond 6P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 207 =====
Hydrograph for Pond 6P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00094.300.00
4.000.00094.300.00
6.000.00094.300.00
8.000.00094.300.00
10.000.00094.300.00
12.000.00094.300.00
14.000.00094.300.00
16.000.00094.300.00
18.000.00094.300.00
20.000.00194.320.00
22.000.00494.360.00
24.000.00894.410.00
26.000.00894.420.00
28.000.00894.420.00
30.000.00894.420.00
32.000.00894.420.00
34.000.00894.420.00
36.000.00894.420.00
38.000.00894.420.00
40.000.00894.420.00
42.000.00894.420.00
44.000.00894.420.00
46.000.00894.420.00
48.000.00894.420.00
50.000.00894.420.00
52.000.00894.420.00
54.000.00894.420.00
56.000.00894.420.00
58.000.00894.420.00
60.000.00894.420.00
62.000.00894.420.00
64.000.00894.420.00
66.000.00894.420.00
68.000.00894.420.00
70.000.00894.420.00
72.000.00894.420.00
===== PAGE 208 =====
Stage-Discharge for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.69
94.720.0095.240.1095.767.09
94.730.0095.250.1095.777.49
94.740.0095.260.1095.787.88
94.750.0095.270.1095.797.89
94.760.0095.280.1095.807.90
94.770.0095.290.1095.817.92
94.780.0095.300.1095.827.93
94.790.0095.310.1095.837.94
94.800.0095.320.1195.847.95
94.810.0095.330.1195.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 209 =====
Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 210 =====
VolumeInvertAvail.StorageStorage Description
#190.75'4,888 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.75 95.001,150 1,1500 4,8880 4,888
DeviceRoutingInvertOutlet Devices
#1Device 392.75'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary92.75'12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded90.75'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.15 cfs @ 12.47 hrs HW=90.76' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.15 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) 1=Orifice ( Controls 0.00 cfs) 2=Grate ( Controls 0.00 cfs)
Discarded OutFlow Max=0.15 cfs @ 12.47 hrs HW=90.76' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.15 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater) 3=Culvert (Controls 0.00 cfs) 1=Orifice (Controls 0.00 cfs) 2=Grate (Controls 0.00 cfs) Pond 8P: INFILTRATION BASIN 3 Grate Civilist Exfiltration ## Summary for Pond 8P: INFILTRATION BASIN 3
Inflow Area =38,333 sf,22.73% Impervious,Inflow Depth > 0.72"for 2 YR-C event
Inflow =0.15 cfs @12.46 hrs,Volume= 2,310 cf
Outflow =0.15 cfs @12.47 hrs,Volume= 2,310 cfAtten= 0%, Lag= 0.8 min
Discarded =0.15 cfs @12.47 hrs,Volume= 2,310 cf
Primary =0.00 cfs @0.00 hrs,Volume= 0 cf
Routed to Link 34L : POA 3
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 90.76' @ 12.47 hrs Surf.Area= 1,150 sf Storage= 6 cf Plug-Flow detention time=0.7 min calculated for 2,310 cf (100% of inflow) Center-of-Mass det. time=0.7 min (864.0 - 863.3) ===== PAGE 211 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 212 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 213 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00090.750.000.000.00
2.000.00090.750.000.000.00
4.000.00090.750.000.000.00
6.000.01090.750.010.010.00
8.000.01190.750.010.010.00
10.000.02190.750.020.020.00
12.000.08390.750.080.080.00
14.000.09490.750.090.090.00
16.000.04290.750.040.040.00
18.000.02190.750.020.020.00
20.000.01190.750.010.010.00
22.000.01090.750.010.010.00
24.000.01090.750.010.010.00
26.000.00090.750.000.000.00
28.000.00090.750.000.000.00
30.000.00090.750.000.000.00
32.000.00090.750.000.000.00
34.000.00090.750.000.000.00
36.000.00090.750.000.000.00
38.000.00090.750.000.000.00
40.000.00090.750.000.000.00
42.000.00090.750.000.000.00
44.000.00090.750.000.000.00
46.000.00090.750.000.000.00
48.000.00090.750.000.000.00
50.000.00090.750.000.000.00
52.000.00090.750.000.000.00
54.000.00090.750.000.000.00
56.000.00090.750.000.000.00
58.000.00090.750.000.000.00
60.000.00090.750.000.000.00
62.000.00090.750.000.000.00
64.000.00090.750.000.000.00
66.000.00090.750.000.000.00
68.000.00090.750.000.000.00
70.000.00090.750.000.000.00
72.000.00090.750.000.000.00
===== PAGE 214 =====
Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
90.750.000.000.0093.350.380.270.12
90.800.270.270.0093.400.390.270.12
90.850.270.270.0093.450.390.270.13
90.900.270.270.0093.500.400.270.13
90.950.270.270.0093.550.400.270.14
91.000.270.270.0093.600.410.270.14
91.050.270.270.0093.650.410.270.15
91.100.270.270.0093.700.420.270.15
91.150.270.270.0093.750.420.270.16
91.200.270.270.0093.800.430.270.16
91.250.270.270.0093.850.430.270.16
91.300.270.270.0093.900.430.270.17
91.350.270.270.0093.950.440.270.17
91.400.270.270.0094.000.440.270.18
91.450.270.270.0094.050.450.270.18
91.500.270.270.0094.100.450.270.18
91.550.270.270.0094.150.450.270.19
91.600.270.270.0094.200.460.270.19
91.650.270.270.0094.250.460.270.19
91.700.270.270.0094.300.460.270.20
91.750.270.270.0094.350.470.270.20
91.800.270.270.0094.400.470.270.20
91.850.270.270.0094.450.470.270.21
91.900.270.270.0094.500.480.270.21
91.950.270.270.0094.551.060.270.80
92.000.270.270.0094.602.140.271.87
92.050.270.270.0094.653.530.273.26
92.100.270.270.0094.705.170.274.90
92.150.270.270.0094.755.880.275.61
92.200.270.270.0094.806.000.275.74
92.250.270.270.0094.856.130.275.86
92.300.270.270.0094.906.250.275.98
92.350.270.270.0094.956.370.276.10
92.400.270.270.0095.006.480.276.22
92.450.270.270.00
92.500.270.270.00
92.550.270.270.00
92.600.270.270.00
92.650.270.270.00
92.700.270.270.00
92.750.270.270.00
92.800.270.270.00
92.850.280.270.02
92.900.300.270.03
92.950.320.270.05
93.000.330.270.06
93.050.340.270.07
93.100.350.270.08
93.150.360.270.09
93.200.360.270.10
93.250.370.270.10
93.300.380.270.11
===== PAGE 215 =====
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 216 ===== ## Summary for Pond 10P: PERVIOUS PAVEMENT 2B Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.56 cfs @ 12.12 hrs, Volume= 2,198 cf Outflow = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf, Atten=76%, Lag=21.0 min Primary = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.59' @ 12.47 hrs Surf.Area= 6,150 sf Storage= 748 cf Plug-Flow detention time= 111.7 min calculated for 2,193 cf (100% of inflow) Center-of-Mass det. time= 110.8 min (868.7 - 757.9)
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
primary OutFlow Max=0.14 cfs @ 12.47 hrs HW=94.59' TW=91.82' (Dynamic Tailwater) 3=Culvert (Passes 0.14 cfs of 6.12 cfs potential flow) 1=Orifice (Orifice Controls 0.14 cfs @ 3.98 fps) 2=Grate (Controls 0.00 cfs) ===== PAGE 217 ===== Grate Pond 10P: PERVIOUS PAVEMENT:2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Image
===== PAGE 218 =====
Pond 10P: PERVIOUS PAVEMENT 2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 219 =====
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.00493.800.00
4.000.013393.830.00
6.000.016593.850.01
8.000.029593.880.01
10.000.0313393.910.02
12.000.3239094.120.08
14.000.0347194.180.09
16.000.0219393.960.04
18.000.0112293.900.02
20.000.0110093.880.01
22.000.019093.870.01
24.000.018293.870.01
26.000.004893.840.00
28.000.003393.830.00
30.000.002593.820.00
32.000.002093.820.00
34.000.001793.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00693.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 220 ===== # Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 53 ## Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 221 =====
Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 222 ===== ## Summary for Pond 15P: PERVIOUS PAVEMENT 3B Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.59 cfs @ 12.12 hrs, Volume= 2,314 cf Outflow = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf, Atten=75%, Lag=20.1 min Primary = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.71' @ 12.46 hrs Surf.Area= 5,926 sf Storage= 773 cf Plug-Flow detention time= 106.5 min calculated for 2,310 cf (100% of inflow) Center-of-Mass det. time= 105.4 min ( 863.3 - 757.9 )
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.15 cfs @ 12.46 hrs HW=94.71' TW=90.76' (Dynamic Tailwater) 3=Culvert (Passes 0.15 cfs of 7.02 cfs potential flow) 1=Orifice (Orifice Controls 0.15 cfs @ 4.31 fps) 2=Grate (Controls 0.00 cfs) ===== PAGE 223 =====
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Image
24681012141618202224262830323436384042444648505254565860626466687072Time (hours) ===== PAGE 224 =====
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 225 =====
Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.00493.800.00
4.000.013493.830.00
6.000.016693.860.01
8.000.029593.880.01
10.000.0313393.910.02
12.000.3440194.140.08
14.000.0347594.200.09
16.000.0219193.960.04
18.000.0112093.900.02
20.000.019893.880.01
22.000.018893.870.01
24.000.018193.870.01
26.000.004693.840.00
28.000.003193.830.00
30.000.002493.820.00
32.000.001993.820.00
34.000.001693.810.00
36.000.001493.810.00
38.000.001293.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00793.810.00
50.000.00793.810.00
52.000.00693.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 226 ===== # Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 59 ## Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 227 =====
Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 228 ===== # Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 61
Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth > 0.97" for 2 YR-C event
Inflow = 0.14 cfs @ 12.47 hrs, Volume= 2,194 cf
Outflow = 0.08 cfs @ 14.24 hrs, Volume= 2,194 cf, Atten= 41%, Lag= 106.1 min
Discarded = 0.08 cfs @ 14.24 hrs, Volume= 2,194 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 33L : POA 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 92.12' @ 14.24 hrs Surf.Area= 704 sf Storage= 286 cf
Plug-Flow detention time= 26.8 min calculated for 2,194 cf (100% of inflow)
Center-of-Mass det. time= 26.8 min ( 895.5 - 868.7 )
Volume Invert Avail.Storage Storage Description
#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)
91.65 520 0 0
92.00 651 205 205
93.00 1,094 873 1,077
94.00 1,629 1,362 2,439
95.00 2,249 1,939 4,378
Device Routing Invert Outlet Devices
#1 Device 3 93.65' 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 3 94.70' 48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary 93.65' 12.0" Round Culvert
L= 17.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 ' /' Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4 Discarded 91.65' 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.08 cfs @ 14.24 hrs HW=92.12' (Free Discharge)
4=Exfiltration (Exfiltration Controls 0.08 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)
3=Culvert ( Controls 0.00 cfs)
1=Orifice ( Controls 0.00 cfs)
2=Grate ( Controls 0.00 cfs)
Pond 33P: INFILTRATION BASIN 2 Image
## Summary for Pond 33P: INFILTRATION BASIN 2 ===== PAGE 229 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 230 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 231 =====
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00091.650.000.000.00
2.000.00091.650.000.000.00
4.000.00091.650.000.000.00
6.000.01091.650.010.010.00
8.000.01191.650.010.010.00
10.000.02291.650.020.020.00
12.000.08991.670.060.060.00
14.000.0928492.120.080.080.00
16.000.0416691.940.070.070.00
18.000.02291.650.020.020.00
20.000.01191.650.010.010.00
22.000.01191.650.010.010.00
24.000.01191.650.010.010.00
26.000.00091.650.000.000.00
28.000.00091.650.000.000.00
30.000.00091.650.000.000.00
32.000.00091.650.000.000.00
34.000.00091.650.000.000.00
36.000.00091.650.000.000.00
38.000.00091.650.000.000.00
40.000.00091.650.000.000.00
42.000.00091.650.000.000.00
44.000.00091.650.000.000.00
46.000.00091.650.000.000.00
48.000.00091.650.000.000.00
50.000.00091.650.000.000.00
52.000.00091.650.000.000.00
54.000.00091.650.000.000.00
56.000.00091.650.000.000.00
58.000.00091.650.000.000.00
60.000.00091.650.000.000.00
62.000.00091.650.000.000.00
64.000.00091.650.000.000.00
66.000.00091.650.000.000.00
68.000.00091.650.000.000.00
70.000.00091.650.000.000.00
72.000.00091.650.000.000.00
===== PAGE 232 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
91.650.000.000.0094.250.320.200.12
91.700.060.060.0094.300.330.210.12
91.750.060.060.0094.350.340.210.13
91.800.070.070.0094.400.350.220.13
91.850.070.070.0094.450.360.220.14
91.900.070.070.0094.500.360.220.14
91.950.070.070.0094.550.370.230.15
92.000.070.070.0094.600.380.230.15
92.050.080.080.0094.650.390.230.16
92.100.080.080.0094.700.400.240.16
92.150.080.080.0094.750.990.240.75
92.200.080.080.0094.802.070.241.82
92.250.090.090.0094.853.460.253.21
92.300.090.090.0094.903.580.253.33
92.350.090.090.0094.953.670.253.41
92.400.090.090.0095.003.720.263.46
92.450.100.100.00
92.500.100.100.00
92.550.100.100.00
92.600.110.110.00
92.650.110.110.00
92.700.110.110.00
92.750.110.110.00
92.800.120.120.00
92.850.120.120.00
92.900.120.120.00
92.950.120.120.00
93.000.130.130.00
93.050.130.130.00
93.100.130.130.00
93.150.130.130.00
93.200.140.140.00
93.250.140.140.00
93.300.140.140.00
93.350.150.150.00
93.400.150.150.00
93.450.150.150.00
93.500.160.160.00
93.550.160.160.00
93.600.160.160.00
93.650.170.170.00
93.700.170.170.00
93.750.190.170.02
93.800.210.170.03
93.850.230.180.05
93.900.240.180.06
93.950.260.180.07
94.000.270.190.08
94.050.280.190.09
94.100.290.190.10
94.150.300.200.10
94.200.310.200.11
===== PAGE 233 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 234 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.01" for 2 YR-C event Inflow = 0.00 cfs @ 24.02 hrs, Volume= 13 cf Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.42' @ 25.28 hrs Surf.Area= 137 sf Storage= 13 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no outflow)
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary90.80'12.0" Round Culvert\n L = 11.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 90.80' / 90.75' $ S = 0.0045 #x27; / #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.30' TW=90.75' (Dynamic Tailwater)\n3=Culvert (Passes 0.00 cfs of 6.42 cfs potential flow)\n1=Orifice ( Controls 0.00 cfs)\n2=Grate ( Controls 0.00 cfs)
Bond 42B: BIOVENTION BASIN 3AGrate\nOrifice
Image
Pond 42P · BIORENTION BASIN 3A Culvert
Image
===== PAGE 235 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 236 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 237 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00093.300.00
4.000.00093.300.00
6.000.00093.300.00
8.000.00093.300.00
10.000.00093.300.00
12.000.00093.300.00
14.000.00093.300.00
16.000.00093.300.00
18.000.00093.300.00
20.000.00193.320.00
22.000.00693.360.00
24.000.001293.420.00
26.000.001393.420.00
28.000.001393.420.00
30.000.001393.420.00
32.000.001393.420.00
34.000.001393.420.00
36.000.001393.420.00
38.000.001393.420.00
40.000.001393.420.00
42.000.001393.420.00
44.000.001393.420.00
46.000.001393.420.00
48.000.001393.420.00
50.000.001393.420.00
52.000.001393.420.00
54.000.001393.420.00
56.000.001393.420.00
58.000.001393.420.00
60.000.001393.420.00
62.000.001393.420.00
64.000.001393.420.00
66.000.001393.420.00
68.000.001393.420.00
70.000.001393.420.00
72.000.001393.420.00
===== PAGE 238 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 239 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 240 ===== ## Summary for Link 32L: POA1 Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.00" for 2 YR-C event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 241 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 242 ===== ## Summary for Link 33L: POA 2 Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00" for 2 YR-C event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 243 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 244 ===== ## Summary for Link 34L: POA 3 Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00" for 2 YR-C event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 245 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 246 ===== Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Pond 42P: BIORENTION BASIN 3A Peak Elev=93.84' Storage=112 cf Inflow=0.00 cfs 124 cf Outflow=0.00 cfs 24 cf Pond 33P: INFILTRATIONBASIN 2 Peak Elev=92.28' Storage=408 cf Inflow=0.19 cfs 2,652 cf Discarded=0.09 cfs 2,652 cf Primary=0.00 cfs 0 cf Outflow=0.09 cfs 2,652 cf Pond 15P: PERVIOUS PAVEMENT3B Peak Elev=94.82' Storage=866 cf Inflow=0.70 cfs 2,762 cf Outflow=0.27 cfs 2,759 cf Pond 10P: PERVIOUS PAVEMENT2B Peak Elev=94.81' Storage=870 cf Inflow=0.66 cfs 2,624 cf Outflow=0.19 cfs 2,620 cf Pond 8P: INFILTRATIONBASIN 3 Peak Elev=90.76' Storage=13 cf Inflow=0.27 cfs 2,783 cf Discarded=0.27 cfs 2,783 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 2,783 cf Pond 8P: INFILTRATIONBASIN 3 Peak Elev=90.76' Storage=13 cf Inflow=0.27 cfs 2,783 cf Peak Elev=94.83' Storage=51 cf Inflow=0.00 cfs 78 cf Outflow=0.00 cfs 32 cf Pond 6P: BIORENTION BASIN 2A Pond 5P: BIORETENTIONBASIN 1A Peak Elev=92.21' Storage=3,321 cf Inflow=1.58 cfs 5,747 cf Outflow=0.17 cfs 4,241 cf Pond 2P: Subsurface Infiltration Basin 1 Discarded=0.42 cfs 5,192 cf Peak Elev=87.01' Storage=7 cf Inflow=0.42 cfs 5,192 cf Primary=0.00 cfs 0 cf Outflow=0.42 cfs 5,192 cf Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.29 cfs 951 cf Subcatchment14S: LOT 11 Roof Subcatchment8S: DA-P1 IMPERVIOUS Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=3.81" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.58 cfs 5,525 cf Subcatchment7S: DA-P2IMPERVIOUS Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=3.81" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.66 cfs 2,624 cf Subcatchment6S: DA-P3IMPERVIOUS Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=3.81" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.70 cfs 2,762 cf Subcatchment4S: DA-P2PERVIOUS Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.05" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 78 cf Subcatchment3S: DA-P3 PERVIOUS Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.05" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 124 cf Subcatchment2S: DA-P1 PERVIOUS Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.05" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.01 cfs 222 cf Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 247 ===== _ink 33L: POA2 _ink 34L: POA3 Total Runoff Area = 138,907 sf Runoff Volume = 12,288 cf Average Runoff Depth = 1.06" 73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf ===== PAGE 248 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 0.01 cfs @ 17.16 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 222 cf, Depth= 0.05" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Image
===== PAGE 249 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.000.00
4.000.210.000.000.00
6.000.340.000.000.00
8.000.520.000.000.00
10.000.800.000.000.00
12.001.940.000.000.00
14.003.240.000.000.00
16.003.520.010.000.01
18.003.700.020.000.01
20.003.830.030.000.01
22.003.940.040.000.01
24.004.040.050.000.01
26.004.040.050.000.00
28.004.040.050.000.00
30.004.040.050.000.00
32.004.040.050.000.00
34.004.040.050.000.00
36.004.040.050.000.00
38.004.040.050.000.00
40.004.040.050.000.00
42.004.040.050.000.00
44.004.040.050.000.00
46.004.040.050.000.00
48.004.040.050.000.00
50.004.040.050.000.00
52.004.040.050.000.00
54.004.040.050.000.00
56.004.040.050.000.00
58.004.040.050.000.00
60.004.040.050.000.00
62.004.040.050.000.00
64.004.040.050.000.00
66.004.040.050.000.00
68.004.040.050.000.00
70.004.040.050.000.00
72.004.040.050.000.00
===== PAGE 250 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.00 cfs @ 17.07 hrs, Volume= Routed to Pond 42P : BIORENTION BASIN 3A 124 cf, Depth= 0.05" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 251 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.000.00
4.000.210.000.000.00
6.000.340.000.000.00
8.000.520.000.000.00
10.000.800.000.000.00
12.001.940.000.000.00
14.003.240.000.000.00
16.003.520.010.000.00
18.003.700.020.000.00
20.003.830.030.000.00
22.003.940.040.000.00
24.004.040.050.000.00
26.004.040.050.000.00
28.004.040.050.000.00
30.004.040.050.000.00
32.004.040.050.000.00
34.004.040.050.000.00
36.004.040.050.000.00
38.004.040.050.000.00
40.004.040.050.000.00
42.004.040.050.000.00
44.004.040.050.000.00
46.004.040.050.000.00
48.004.040.050.000.00
50.004.040.050.000.00
52.004.040.050.000.00
54.004.040.050.000.00
56.004.040.050.000.00
58.004.040.050.000.00
60.004.040.050.000.00
62.004.040.050.000.00
64.004.040.050.000.00
66.004.040.050.000.00
68.004.040.050.000.00
70.004.040.050.000.00
72.004.040.050.000.00
===== PAGE 252 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.00 cfs @ 16.97 hrs, Volume= Routed to Pond 6P : BIORENTION BASIN 2A 78 cf, Depth= 0.05" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Densen= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Subcatchment 4S: DA-P2 PERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 253 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.000.00
4.000.210.000.000.00
6.000.340.000.000.00
8.000.520.000.000.00
10.000.800.000.000.00
12.001.940.000.000.00
14.003.240.000.000.00
16.003.520.010.000.00
18.003.700.020.000.00
20.003.830.030.000.00
22.003.940.040.000.00
24.004.040.050.000.00
26.004.040.050.000.00
28.004.040.050.000.00
30.004.040.050.000.00
32.004.040.050.000.00
34.004.040.050.000.00
36.004.040.050.000.00
38.004.040.050.000.00
40.004.040.050.000.00
42.004.040.050.000.00
44.004.040.050.000.00
46.004.040.050.000.00
48.004.040.050.000.00
50.004.040.050.000.00
52.004.040.050.000.00
54.004.040.050.000.00
56.004.040.050.000.00
58.004.040.050.000.00
60.004.040.050.000.00
62.004.040.050.000.00
64.004.040.050.000.00
66.004.040.050.000.00
68.004.040.050.000.00
70.004.040.050.000.00
72.004.040.050.000.00
===== PAGE 254 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 0.70 cfs @ 12.12 hrs, Volume= Routed to Pond 15P : PERVIOUS PAVEMENT 3B 2,762 cf, Depth= 3.81" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Hydrograph
Image
===== PAGE 255 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.01
6.000.340.000.180.01
8.000.520.000.340.02
10.000.800.000.600.04
12.001.940.001.710.40
14.003.240.003.010.04
16.003.520.003.280.02
18.003.700.003.460.01
20.003.830.003.590.01
22.003.940.003.710.01
24.004.040.003.810.01
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 256 ===== # Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 0.66 cfs @ 12.12 hrs, Volume= Routed to Pond 10P : PERVIOUS PAVEMENT 2B 2,624 cf, Depth= 3.81" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42"
0.81370.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
4.3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Subcatchment 7S: DA-P2 IMPERVIOUS
Image
===== PAGE 257 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.01
6.000.340.000.180.01
8.000.520.000.340.02
10.000.800.000.600.03
12.001.940.001.710.38
14.003.240.003.010.04
16.003.520.003.280.02
18.003.700.003.460.01
20.003.830.003.590.01
22.003.940.003.710.01
24.004.040.003.810.01
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 258 ===== # Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 1.58 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 5,525 cf, Depth= 3.81" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS Pipe Flow
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 259 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.01
4.000.210.000.080.02
6.000.340.000.180.02
8.000.520.000.340.04
10.000.800.000.600.07
12.001.940.001.710.93
14.003.240.003.010.08
16.003.520.003.280.04
18.003.700.003.460.03
20.003.830.003.590.03
22.003.940.003.710.02
24.004.040.003.810.02
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 260 ===== # Summary for Subcatchment 14S: LOT 11 Roof Runoff = 0.29 cfs @ 12.09 hrs, Volume= Routed to Pond 2P : Subsurface Infiltration Basin 1 951 cf, Depth= 3.81" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.3402.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 261 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.01
10.000.800.000.600.01
12.001.940.001.710.18
14.003.240.003.010.01
16.003.520.003.280.01
18.003.700.003.460.01
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 262 ===== # Analysis - Proposed Conditions NOAA 24-hr D 2 YR-F Rainfall=4.04" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 95
Summary for Pond 2P: Subsurface Infiltration Basin 1
Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.85" for 2 YR-F event
Inflow = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf
Outflow = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf, Atten= 0%, Lag= 0.2 min
Discarded = 0.42 cfs @ 12.09 hrs, Volume= 5,192 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 32L : POA1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 87.01' @ 12.09 hrs Surf.Area= 2,475 sf Storage= 7 cf
Plug-Flow detention time= 0.3 min calculated for 5,192 cf (100% of inflow)
Center-of-Mass det. time= 0.3 min ( 952.0 - 951.7 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'4,349 cf27.50'W x 90.00'L x 6.00'H Field A
14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids
#2A87.50'3,188 cfADS N-12 36" x 20 Inside #1
Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf
20 Chambers in 5 Rows
24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
7,536 cfTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Primary92.59'48.0" x 48.0" Horiz. Grate C = 0.600
Limited to weir flow at low heads
#2Device 188.00'12.0" Round Culvert
L= 119.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 ' / Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#3Discarded87.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.42 cfs @ 12.09 hrs HW=87.01' (Free Discharge)
3=Exfiltration (Exfiltration Controls 0.42 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)
1=Grate ( Controls 0.00 cfs)
2=Culvert ( Controls 0.00 cfs)
Pond 2P: Subsurface Infiltration Basin 1
===== PAGE 263 ===== ## Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 264 =====
Pond 2P: Subsurface Infiltration Basin 1
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
Pond 2P: Subsurface Infiltration Basin 1
Image
===== PAGE 265 =====
Pond 2P: Subsurface Infiltration Basin 1
Stage-Area-Storage
Image
===== PAGE 266 =====
Hydrograph for Pond 2P: Subsurface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00087.000.000.000.00
2.000.00087.000.000.000.00
4.000.00087.000.000.000.00
6.000.00087.000.000.000.00
8.000.01087.000.010.010.00
10.000.01087.000.010.010.00
12.000.28587.000.270.270.00
14.000.17387.000.170.170.00
16.000.13287.000.130.130.00
18.000.09287.000.090.090.00
20.000.06187.000.060.060.00
22.000.04187.000.040.040.00
24.000.03187.000.030.030.00
26.000.01087.000.010.010.00
28.000.00087.000.000.000.00
30.000.00087.000.000.000.00
32.000.00087.000.000.000.00
34.000.00087.000.000.000.00
36.000.00087.000.000.000.00
38.000.00087.000.000.000.00
40.000.00087.000.000.000.00
42.000.00087.000.000.000.00
44.000.00087.000.000.000.00
46.000.00087.000.000.000.00
48.000.00087.000.000.000.00
50.000.00087.000.000.000.00
52.000.00087.000.000.000.00
54.000.00087.000.000.000.00
56.000.00087.000.000.000.00
58.000.00087.000.000.000.00
60.000.00087.000.000.000.00
62.000.00087.000.000.000.00
64.000.00087.000.000.000.00
66.000.00087.000.000.000.00
68.000.00087.000.000.000.00
70.000.00087.000.000.000.00
72.000.00087.000.000.000.00
===== PAGE 267 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
87.000.000.000.00
87.100.570.570.00
87.200.570.570.00
87.300.570.570.00
87.400.570.570.00
87.500.570.570.00
87.600.570.570.00
87.700.570.570.00
87.800.570.570.00
87.900.570.570.00
88.000.570.570.00
88.100.570.570.00
88.200.570.570.00
88.300.570.570.00
88.400.570.570.00
88.500.570.570.00
88.600.570.570.00
88.700.570.570.00
88.800.570.570.00
88.900.570.570.00
89.000.570.570.00
89.100.570.570.00
89.200.570.570.00
89.300.570.570.00
89.400.570.570.00
89.500.570.570.00
89.600.570.570.00
89.700.570.570.00
89.800.570.570.00
89.900.570.570.00
90.000.570.570.00
90.100.570.570.00
90.200.570.570.00
90.300.570.570.00
90.400.570.570.00
90.500.570.570.00
90.600.570.570.00
90.700.570.570.00
90.800.570.570.00
90.900.570.570.00
91.000.570.570.00
91.100.570.570.00
91.200.570.570.00
91.300.570.570.00
91.400.570.570.00
91.500.570.570.00
91.600.570.570.00
91.700.570.570.00
91.800.570.570.00
91.900.570.570.00
92.000.570.570.00
92.100.570.570.00
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
92.200.570.570.00
92.300.570.570.00
92.400.570.570.00
92.500.570.570.00
92.600.630.570.05
92.701.540.570.97
92.801.910.571.33
92.902.190.571.62
93.002.440.571.86
===== PAGE 268 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
87.002,4750
87.102,47599
87.202,475198
87.302,475297
87.402,475396
87.502,475495
87.602,475581
87.702,475657
87.802,475739
87.902,475852
88.002,475980
88.102,4751,118
88.202,4751,264
88.302,4751,416
88.402,4751,573
88.502,4751,735
88.602,4751,900
88.702,4752,069
88.802,4752,240
88.902,4752,412
89.002,4752,587
89.102,4752,762
89.202,4752,938
89.302,4753,114
89.402,4753,290
89.502,4753,465
89.602,4753,639
89.702,4753,812
89.802,4753,983
89.902,4754,151
90.002,4754,316
90.102,4754,478
90.202,4754,636
90.302,4754,788
90.402,4754,934
90.502,4755,072
90.602,4755,200
90.702,4755,313
90.802,4755,395
90.902,4755,470
91.002,4755,556
91.102,4755,655
91.202,4755,754
91.302,4755,853
91.402,4755,952
91.502,4756,051
91.602,4756,150
91.702,4756,249
91.802,4756,348
91.902,4756,447
92.002,4756,546
92.102,4756,645
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
92.202,4756,744
92.302,4756,843
92.402,4756,942
92.502,4757,041
92.602,4757,140
92.702,4757,239
92.802,4757,338
92.902,4757,437
93.002,4757,536
===== PAGE 269 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 0.98" for 2 YR-F event Inflow = 1.58 cfs @ 12.11 hrs, Volume = 5,747 cf Outflow = 0.17 cfs @ 12.89 hrs, Volume = 4,241 cf, Atten = 89%, Lag = 46.7 min Primary = 0.17 cfs @ 12.89 hrs, Volume = 4,241 cf Routed to Pond 2P : Subsurface Infiltration Basin 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.21' @ 12.89 hrs Surf.Area= 1,500 sf Storage= 3,321 cf Plug-Flow detention time= 336.9 min calculated for 4,241 cf (74% of inflow) Center-of-Mass det. time= 229.7 min ( 997.3 - 767.6 )
VolumeInvertAvail.StorageStorage Description
#190.00'8,250 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
90.001,50000
95.501,5008,2508,250
DeviceRoutingInvertOutlet Devices
#1Device 391.00'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 395.00'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary87.48'12.0" Round Culvert\n L = 28.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 87.48'/87.00' $ S = 0.0171 #x27;/ #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79sf $
Primary OutFlow Max=0.17 cfs @ 12.89 hrs HW=92.21' TW=87.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.17 cfs of 9.27 cfs potential flow)\n1=Orifice (Orifice Controls 0.17 cfs @ 5.07 fps)\n2=Grate ( Controls 0.00 cfs)
Pond 5P: BIORETENTION BASIN 1A\nOrifice
Culvert
Image
===== PAGE 270 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 271 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 272 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.011690.010.00
4.000.0210990.070.00
6.000.0225990.170.00
8.000.0448590.320.00
10.000.0785390.570.00
12.000.932,19091.460.10
14.000.083,09292.060.16
16.000.052,50691.670.12
18.000.042,06391.380.09
20.000.031,81191.210.05
22.000.031,72291.150.03
24.000.021,69291.130.03
26.000.001,59591.060.01
28.000.001,56091.040.00
30.000.001,54491.030.00
32.000.001,53491.020.00
34.000.001,52891.020.00
36.000.001,52491.020.00
38.000.001,52191.010.00
40.000.001,51891.010.00
42.000.001,51691.010.00
44.000.001,51591.010.00
46.000.001,51391.010.00
48.000.001,51291.010.00
50.000.001,51191.010.00
52.000.001,51191.010.00
54.000.001,51091.010.00
56.000.001,50991.010.00
58.000.001,50991.010.00
60.000.001,50891.010.00
62.000.001,50891.010.00
64.000.001,50791.000.00
66.000.001,50791.000.00
68.000.001,50791.000.00
70.000.001,50691.000.00
72.000.001,50691.000.00
===== PAGE 273 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.28
95.4512.32
95.5012.36
===== PAGE 274 ===== ## Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 275 ===== Summary for Pond 6P: BIORENTION BASIN 2A Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.05" for 2 YR-F event Inflow = 0.00 cfs @ 16.97 hrs, Volume= 78 cf Outflow = 0.00 cfs @ 22.07 hrs, Volume= 32 cf, Atten=4%, Lag=306.0 min Primary = 0.00 cfs @ 22.07 hrs, Volume= 32 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.83' @ 22.07 hrs Surf.Area= 128 sf Storage= 51 cf Plug-Flow detention time= 395.8 min calculated for 32 cf (40% of inflow) Center-of-Mass det. time= 219.4 min (1,374.5 - 1,155.1)
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary91.80'12.0" Round Culvert L= 30.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.00 cfs @ 22.07 hrs HW=94.83' TW=91.65' (Dynamic Tailwater) 3=Culvert (Passes 0.00 cfs of 6.58 cfs potential flow) 1=Orifice (Orifice Controls 0.00 cfs @ 0.62 fps) 2=Grate ( Controls 0.00 cfs)
Image
Grate Pond 6P: BIORENTION BASIN 2A
Image
Culvert ===== PAGE 276 =====
Pond 6P: BIORENTION BASIN 2A
Image
Pond 6P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 277 =====
Pond 6P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 278 =====
Hydrograph for Pond 6P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00094.300.00
4.000.00094.300.00
6.000.00094.300.00
8.000.00094.300.00
10.000.00094.300.00
12.000.00094.300.00
14.000.00194.310.00
16.000.001394.470.00
18.000.002994.650.00
20.000.004594.790.00
22.000.005194.830.00
24.000.005194.830.00
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 279 =====
Stage-Discharge for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.69
94.720.0095.240.1095.767.09
94.730.0095.250.1095.777.49
94.740.0095.260.1095.787.88
94.750.0095.270.1095.797.89
94.760.0095.280.1095.807.90
94.770.0095.290.1095.817.92
94.780.0095.300.1095.827.93
94.790.0095.310.1095.837.94
94.800.0095.320.1195.847.95
94.810.0095.330.1195.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 280 =====
Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 281 =====
Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.87" for 2 YR-F event
Inflow = 0.27 cfs @ 12.33 hrs, Volume= 2,783 cf
Outflow = 0.27 cfs @ 12.40 hrs, Volume= 2,783 cf, Atten= 3%, Lag= 4.3 min
Discarded = 0.27 cfs @ 12.40 hrs, Volume= 2,783 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 34L : POA 3
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 90.76' @ 12.36 hrs Surf.Area= 1,150 sf Storage= 13 cf
Plug-Flow detention time= 0.7 min calculated for 2,783 cf (100% of inflow)
Center-of-Mass det. time= 0.7 min ( 860.0 - 859.3 )
Volume Invert Avail.Storage Storage Description
#1 90.75' 4,888 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)
90.75 1,150 0 0 95.00 1,150 4,888 4,888
Device Routing Invert Outlet Devices
#1 Device 3 92.75' 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 3 94.50' 48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary 92.75' 12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143'/' Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4 Discarded 90.75' 10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.27 cfs @ 12.40 hrs HW=90.76' (Free Discharge)
4=Exfiltration (Exfiltration Controls 0.27 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater)
3=Culvert ( Controls 0.00 cfs)
1=Orifice ( Controls 0.00 cfs)
2=Grate ( Controls 0.00 cfs)
Pond 8P: INFILTRATION BASIN 3
## Summary for Pond 8P: INFILTRATION BASIN 3 ===== PAGE 282 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 283 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 284 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00090.750.000.000.00
2.000.00090.750.000.000.00
4.000.00090.750.000.000.00
6.000.01090.750.010.010.00
8.000.01190.750.010.010.00
10.000.03190.750.030.030.00
12.000.09490.750.090.090.00
14.000.10490.750.100.100.00
16.000.05290.750.050.050.00
18.000.02190.750.020.020.00
20.000.01190.750.010.010.00
22.000.01190.750.010.010.00
24.000.01190.750.010.010.00
26.000.00090.750.000.000.00
28.000.00090.750.000.000.00
30.000.00090.750.000.000.00
32.000.00090.750.000.000.00
34.000.00090.750.000.000.00
36.000.00090.750.000.000.00
38.000.00090.750.000.000.00
40.000.00090.750.000.000.00
42.000.00090.750.000.000.00
44.000.00090.750.000.000.00
46.000.00090.750.000.000.00
48.000.00090.750.000.000.00
50.000.00090.750.000.000.00
52.000.00090.750.000.000.00
54.000.00090.750.000.000.00
56.000.00090.750.000.000.00
58.000.00090.750.000.000.00
60.000.00090.750.000.000.00
62.000.00090.750.000.000.00
64.000.00090.750.000.000.00
66.000.00090.750.000.000.00
68.000.00090.750.000.000.00
70.000.00090.750.000.000.00
72.000.00090.750.000.000.00
===== PAGE 285 =====
Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
90.750.000.000.0093.350.380.270.12
90.800.270.270.0093.400.390.270.12
90.850.270.270.0093.450.390.270.13
90.900.270.270.0093.500.400.270.13
90.950.270.270.0093.550.400.270.14
91.000.270.270.0093.600.410.270.14
91.050.270.270.0093.650.410.270.15
91.100.270.270.0093.700.420.270.15
91.150.270.270.0093.750.420.270.16
91.200.270.270.0093.800.430.270.16
91.250.270.270.0093.850.430.270.16
91.300.270.270.0093.900.430.270.17
91.350.270.270.0093.950.440.270.17
91.400.270.270.0094.000.440.270.18
91.450.270.270.0094.050.450.270.18
91.500.270.270.0094.100.450.270.18
91.550.270.270.0094.150.450.270.19
91.600.270.270.0094.200.460.270.19
91.650.270.270.0094.250.460.270.19
91.700.270.270.0094.300.460.270.20
91.750.270.270.0094.350.470.270.20
91.800.270.270.0094.400.470.270.20
91.850.270.270.0094.450.470.270.21
91.900.270.270.0094.500.480.270.21
91.950.270.270.0094.551.060.270.80
92.000.270.270.0094.602.140.271.87
92.050.270.270.0094.653.530.273.26
92.100.270.270.0094.705.170.274.90
92.150.270.270.0094.755.880.275.61
92.200.270.270.0094.806.000.275.74
92.250.270.270.0094.856.130.275.86
92.300.270.270.0094.906.250.275.98
92.350.270.270.0094.956.370.276.10
92.400.270.270.0095.006.480.276.22
92.450.270.270.00
92.500.270.270.00
92.550.270.270.00
92.600.270.270.00
92.650.270.270.00
92.700.270.270.00
92.750.270.270.00
92.800.270.270.00
92.850.280.270.02
92.900.300.270.03
92.950.320.270.05
93.000.330.270.06
93.050.340.270.07
93.100.350.270.08
93.150.360.270.09
93.200.360.270.10
93.250.370.270.10
93.300.380.270.11
===== PAGE 286 =====
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 287 ===== ## Summary for Pond 10P: PERVIOUS PAVEMENT 2B Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.66 cfs @ 12.12 hrs, Volume= 2,624 cf Outflow = 0.19 cfs @ 12.40 hrs, Volume= 2,620 cf, Atten= 71%, Lag= 16.6 min Primary = 0.19 cfs @ 12.40 hrs, Volume= 2,620 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.81' @ 12.40 hrs Surf.Area= 9,225 sf Storage= 870 cf Plug-Flow detention time= 106.5 min calculated for 2,620 cf (100% of inflow) Center-of-Mass det. time= 105.8 min ( 860.2 - 754.4 )
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.19 cfs @ 12.40 hrs HW=94.81' TW=91.87' (Dynamic Tailwater) 3=Culvert (Passes 0.19 cfs of 6.46 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.58 fps) 2=Grate (Weir Controls 0.04 cfs @ 0.29 fps) ===== PAGE 288 ===== Grate Pond 10P: PERVIOUS PAVEMENT:2B
Image
Culvert
Pond 10P: PERVIOUS PAVEMENT 2B
Image
===== PAGE 289 =====
Pond 10P: PERVIOUS PAVEMENT 2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 290 =====
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.00793.810.00
4.000.014493.840.00
6.000.017893.860.01
8.000.0210993.890.01
10.000.0315093.920.02
12.000.3845894.170.09
14.000.0454594.240.10
16.000.0222993.990.05
18.000.0113593.910.02
20.000.0110993.890.01
22.000.019893.880.01
24.000.018993.870.01
26.000.005093.840.00
28.000.003493.830.00
30.000.002693.820.00
32.000.002193.820.00
34.000.001793.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00693.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 291 =====
Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 292 ===== ## Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 293 ===== ## Summary for Pond 15P: PERVIOUS PAVEMENT 3B Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.70 cfs @ 12.12 hrs, Volume= 2,762 cf Outflow = 0.27 cfs @ 12.33 hrs, Volume= 2,759 cf, Atten= 61%, Lag= 12.3 min Primary = 0.27 cfs @ 12.33 hrs, Volume= 2,759 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.82' @ 12.33 hrs Surf.Area= 8,889 sf Storage= 866 cf Plug-Flow detention time= 99.5 min calculated for 2,758 cf (100% of inflow) Center-of-Mass det. time= 98.9 min ( 853.3 - 754.4 )
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.27 cfs @ 12.33 hrs HW=94.82' TW=90.76' (Dynamic Tailwater) 3=Culvert (Passes 0.27 cfs of 7.17 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.60 fps) 2=Grate (Weir Controls 0.12 cfs @ 0.43 fps) ===== PAGE 294 ===== Pond 13P. PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Image
24681012141618202224262830323436384042444648505254565860626466687072Time (hours) ===== PAGE 295 =====
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 296 =====
Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.00793.810.00
4.000.014593.840.00
6.000.017993.870.01
8.000.0210993.890.01
10.000.0415093.930.03
12.000.4047394.200.09
14.000.0452994.250.10
16.000.0222293.990.05
18.000.0113193.910.02
20.000.0110793.890.01
22.000.019693.880.01
24.000.018893.870.01
26.000.004893.840.00
28.000.003393.830.00
30.000.002493.820.00
32.000.001993.820.00
34.000.001693.810.00
36.000.001493.810.00
38.000.001293.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00793.810.00
50.000.00793.810.00
52.000.00693.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 297 =====
Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 298 ===== ## Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 299 =====
Image
# Analysis - Proposed Conditions NOAA 24-hr D 2 YR-F Rainfall=4.04" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 132
Pond 33P: INFILTRATION BASIN 2Grate Curvient
Exfiltration
VolumeInvertAvail.StorageStorage Description
#191.65'4,378 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
91.6552000
92.00651205205
93.001,0948731,077
94.001,6291,3622,439
95.002,2491,9394,378
DeviceRoutingInvertOutlet Devices
#1Device 393.65'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.70'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary93.65'12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded91.65'4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.09 cfs @ 14.27 hrs HW=92.28' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.09 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) 1=Orifice ( Controls 0.00 cfs) 2=Grate ( Controls 0.00 cfs)
## Summary for Pond 33P: INFILTRATION BASIN 2
Inflow Area =27,007 sf,30.65% Impervious,Inflow Depth > 1.18"for 2 YR-F event
Inflow =0.19 cfs @12.40 hrs,Volume= 2,652 cf
Outflow =0.09 cfs @14.27 hrs,Volume= 2,652 cfAtten= 54%, Lag= 112.4 min
Discarded =0.09 cfs @14.27 hrs,Volume= 2,652 cf
Primary =0.00 cfs @0.00 hrs,Volume= 0 cf
Routed to Link 33L : POA 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.28' @ 14.27 hrs Surf.Area= 777 sf Storage= 408 cf Plug-Flow detention time=36.2 min calculated for 2,652 cf (100% of inflow) Center-of-Mass det. time=36.2 min (902.5 - 866.3) ===== PAGE 300 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 301 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 302 =====
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00091.650.000.000.00
2.000.00091.650.000.000.00
4.000.00091.650.000.000.00
6.000.01191.650.010.010.00
8.000.01191.650.010.010.00
10.000.02291.650.020.020.00
12.000.091791.680.060.060.00
14.000.1040592.280.090.090.00
16.000.0529392.130.080.080.00
18.000.02491.660.040.040.00
20.000.01191.650.010.010.00
22.000.01191.650.010.010.00
24.000.01191.650.010.010.00
26.000.00091.650.000.000.00
28.000.00091.650.000.000.00
30.000.00091.650.000.000.00
32.000.00091.650.000.000.00
34.000.00091.650.000.000.00
36.000.00091.650.000.000.00
38.000.00091.650.000.000.00
40.000.00091.650.000.000.00
42.000.00091.650.000.000.00
44.000.00091.650.000.000.00
46.000.00091.650.000.000.00
48.000.00091.650.000.000.00
50.000.00091.650.000.000.00
52.000.00091.650.000.000.00
54.000.00091.650.000.000.00
56.000.00091.650.000.000.00
58.000.00091.650.000.000.00
60.000.00091.650.000.000.00
62.000.00091.650.000.000.00
64.000.00091.650.000.000.00
66.000.00091.650.000.000.00
68.000.00091.650.000.000.00
70.000.00091.650.000.000.00
72.000.00091.650.000.000.00
===== PAGE 303 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
91.650.000.000.0094.250.320.200.12
91.700.060.060.0094.300.330.210.12
91.750.060.060.0094.350.340.210.13
91.800.070.070.0094.400.350.220.13
91.850.070.070.0094.450.360.220.14
91.900.070.070.0094.500.360.220.14
91.950.070.070.0094.550.370.230.15
92.000.070.070.0094.600.380.230.15
92.050.080.080.0094.650.390.230.16
92.100.080.080.0094.700.400.240.16
92.150.080.080.0094.750.990.240.75
92.200.080.080.0094.802.070.241.82
92.250.090.090.0094.853.460.253.21
92.300.090.090.0094.903.580.253.33
92.350.090.090.0094.953.670.253.41
92.400.090.090.0095.003.720.263.46
92.450.100.100.00
92.500.100.100.00
92.550.100.100.00
92.600.110.110.00
92.650.110.110.00
92.700.110.110.00
92.750.110.110.00
92.800.120.120.00
92.850.120.120.00
92.900.120.120.00
92.950.120.120.00
93.000.130.130.00
93.050.130.130.00
93.100.130.130.00
93.150.130.130.00
93.200.140.140.00
93.250.140.140.00
93.300.140.140.00
93.350.150.150.00
93.400.150.150.00
93.450.150.150.00
93.500.160.160.00
93.550.160.160.00
93.600.160.160.00
93.650.170.170.00
93.700.170.170.00
93.750.190.170.02
93.800.210.170.03
93.850.230.180.05
93.900.240.180.06
93.950.260.180.07
94.000.270.190.08
94.050.280.190.09
94.100.290.190.10
94.150.300.200.10
94.200.310.200.11
===== PAGE 304 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 305 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.05" for 2 YR-F event Inflow = 0.00 cfs @ 17.07 hrs, Volume = 124 cf Outflow = 0.00 cfs @ 24.11 hrs, Volume = 24 cf, Atten = 22%, Lag = 422.8 min Primary = 0.00 cfs @ 24.11 hrs, Volume = 24 cf Routed to Pond 8P : INFIL TRATION BASIN 3 Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.84' @ 24.11 hrs Surf.Area= 338 sf Storage= 112 cf Plug-Flow detention time= 619.1 min calculated for 24 cf (20% of inflow) Center-of-Mass det. time= 379.1 min ( 1,538.6 - 1,159.5 )
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary90.80'12.0" Round Culvert\n L = 11.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 90.80' / 90.75' $ S = 0.0045 #x27; / #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 sf $
Primary OutFlow Max=0.00 cfs @ 24.11 hrs HW=93.84' TW=90.75' (Dynamic Tailwater)\n3=Culvert (Passes 0.00 cfs of 7.45 cfs potential flow)\n1=Orifice (Orifice Controls 0.00 cfs @ 0.66 fps)\n2=Grate ( Controls 0.00 cfs)
Image
Grate Orifice Pond 42P · BIORENTION BASIN 3A
Image
Culvert ===== PAGE 306 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 307 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 308 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00093.300.00
4.000.00093.300.00
6.000.00093.300.00
8.000.00093.300.00
10.000.00093.300.00
12.000.00093.300.00
14.000.00193.310.00
16.000.001993.470.00
18.000.004593.600.00
20.000.007093.700.00
22.000.009693.790.00
24.000.0011293.840.00
26.000.0010493.820.00
28.000.0010293.810.00
30.000.0010193.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.009993.800.00
===== PAGE 309 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 310 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 311 ===== ## Summary for Link 32L: POA1 Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.00" for 2 YR-F event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 312 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 313 ===== ## Summary for Link 33L: POA 2 Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00" for 2 YR-F event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 314 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 315 ===== ## Summary for Link 34L: POA 3 Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00" for 2 YR-F event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 316 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 317 ===== Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment2S: DA-P1 PERVOUS Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.06 cfs 1,255 cf Subcatchment3S: DA-P3 PERVOUS Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.04 cfs 700 cf Subcatchment4S: DA-P2 PERVOUS Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.02 cfs 442 cf Subcatchment6S: DA-P3 IMPERVOUS Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=5.14" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.93 cfs 3,734 cf Subcatchment7S: DA-P2 IMPERVOUS Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=5.14" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.89 cfs 3,547 cf Subcatchment8S: DA-P1 IMPERVOUS Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=5.14" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=2.11 cfs 7,467 cf Subcatchment14S: LOT 11 Roof Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.39 cfs 1,286 cf Pond 2P: Subsurface Infiltration Basin 1 Peak Elev=87.01' Storage=10 cf Inflow=0.56 cfs 8,501 cf Discarded=0.56 cfs 8,501 cf Primary=0.00 cfs 0 cf Outflow=0.56 cfs 8,501 cf Pond 5P: BIORETENTION BASIN 1A Peak Elev=92.99' Storage=4,482 cf Inflow=2.11 cfs 8,722 cf Outflow=0.23 cfs 7,216 cf Pond 6P: BIORENTION BASIN 2 Peak Elev=94.91' Storage=60 cf Inflow=0.02 cfs 442 cf Outflow=0.02 cfs 396 cf Pond 8P: INFILTRATION BASIN 3 Peak Elev=91.01' Storage=294 cf Inflow=0.67 cfs 4,330 cf Discarded=0.27 cfs 4,330 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 4,330 cf Pond 10P: PERVOUS PAVEMENT 2 Peak Elev=94.84' Storage=966 cf Inflow=0.89 cfs 3,547 cf Outflow=0.56 cfs 3,543 cf Pond 15P: PERVOUS PAVEMENT 3B Peak Elev=94.85' Storage=951 cf Inflow=0.93 cfs 3,734 cf Outflow=0.67 cfs 3,730 cf Pond 33P: INFILTRATION BASIN 2 Peak Elev=92.72' Storage=790 cf Inflow=0.56 cfs 3,938 cf Discarded=0.11 cfs 3,938 cf Primary=0.00 cfs 0 cf Outflow=0.11 cfs 3,938 cf Pond 42P: BIORENTION BASIN 3A Peak Elev=93.92' Storage=141 cf Inflow=0.04 cfs 700 cf Outflow=0.02 cfs 600 cf Link 32L: POA1 Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 318 ===== link 33L: POA2 -ink 34L: POA3 Total Runoff Area = 138,907 sf Runoff Volume = 18,430 cf Average Runoff Depth = 1.59" 73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf ===== PAGE 319 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 0.06 cfs @ 13.07 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 1,255 cf, Depth= 0.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Image
===== PAGE 320 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.000.00
4.000.280.000.000.00
6.000.460.000.000.00
8.000.700.000.000.00
10.001.070.000.000.00
12.002.580.000.000.00
14.004.310.080.000.05
16.004.680.140.000.03
18.004.920.180.000.02
20.005.100.220.000.02
22.005.250.250.000.02
24.005.380.280.000.02
26.005.380.280.000.00
28.005.380.280.000.00
30.005.380.280.000.00
32.005.380.280.000.00
34.005.380.280.000.00
36.005.380.280.000.00
38.005.380.280.000.00
40.005.380.280.000.00
42.005.380.280.000.00
44.005.380.280.000.00
46.005.380.280.000.00
48.005.380.280.000.00
50.005.380.280.000.00
52.005.380.280.000.00
54.005.380.280.000.00
56.005.380.280.000.00
58.005.380.280.000.00
60.005.380.280.000.00
62.005.380.280.000.00
64.005.380.280.000.00
66.005.380.280.000.00
68.005.380.280.000.00
70.005.380.280.000.00
72.005.380.280.000.00
===== PAGE 321 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.04 cfs @ 12.98 hrs, Volume= Routed to Pond 42P : BIORENTION BASIN 3A 700 cf, Depth= 0.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 322 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.000.00
4.000.280.000.000.00
6.000.460.000.000.00
8.000.700.000.000.00
10.001.070.000.000.00
12.002.580.000.000.00
14.004.310.080.000.03
16.004.680.140.000.02
18.004.920.180.000.01
20.005.100.220.000.01
22.005.250.250.000.01
24.005.380.280.000.01
26.005.380.280.000.00
28.005.380.280.000.00
30.005.380.280.000.00
32.005.380.280.000.00
34.005.380.280.000.00
36.005.380.280.000.00
38.005.380.280.000.00
40.005.380.280.000.00
42.005.380.280.000.00
44.005.380.280.000.00
46.005.380.280.000.00
48.005.380.280.000.00
50.005.380.280.000.00
52.005.380.280.000.00
54.005.380.280.000.00
56.005.380.280.000.00
58.005.380.280.000.00
60.005.380.280.000.00
62.005.380.280.000.00
64.005.380.280.000.00
66.005.380.280.000.00
68.005.380.280.000.00
70.005.380.280.000.00
72.005.380.280.000.00
===== PAGE 323 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.02 cfs @ 12.87 hrs, Volume= Routed to Pond 6P : BIORENTION BASIN 2A 442 cf, Depth= 0.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Dense n= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 324 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.000.00
4.000.280.000.000.00
6.000.460.000.000.00
8.000.700.000.000.00
10.001.070.000.000.00
12.002.580.000.000.00
14.004.310.080.000.02
16.004.680.140.000.01
18.004.920.180.000.01
20.005.100.220.000.01
22.005.250.250.000.01
24.005.380.280.000.01
26.005.380.280.000.00
28.005.380.280.000.00
30.005.380.280.000.00
32.005.380.280.000.00
34.005.380.280.000.00
36.005.380.280.000.00
38.005.380.280.000.00
40.005.380.280.000.00
42.005.380.280.000.00
44.005.380.280.000.00
46.005.380.280.000.00
48.005.380.280.000.00
50.005.380.280.000.00
52.005.380.280.000.00
54.005.380.280.000.00
56.005.380.280.000.00
58.005.380.280.000.00
60.005.380.280.000.00
62.005.380.280.000.00
64.005.380.280.000.00
66.005.380.280.000.00
68.005.380.280.000.00
70.005.380.280.000.00
72.005.380.280.000.00
===== PAGE 325 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 0.93 cfs @ 12.12 hrs, Volume= Routed to Pond 15P : PERVIOUS PAVEMENT 3B 3,734 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 326 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.01
4.000.280.000.130.01
6.000.460.000.280.02
8.000.700.000.500.03
10.001.070.000.860.05
12.002.580.002.350.53
14.004.310.004.080.05
16.004.680.004.450.03
18.004.920.004.680.02
20.005.100.004.860.02
22.005.250.005.010.01
24.005.380.005.140.01
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 327 ===== # Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 0.89 cfs @ 12.12 hrs, Volume= Routed to Pond 10P : PERVIOUS PAVEMENT 2B 3,547 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42"
0.81370.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
4 3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Hydrograph
Image
===== PAGE 328 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.01
4.000.280.000.130.01
6.000.460.000.280.02
8.000.700.000.500.03
10.001.070.000.860.05
12.002.580.002.350.51
14.004.310.004.080.05
16.004.680.004.450.03
18.004.920.004.680.02
20.005.100.004.860.02
22.005.250.005.010.01
24.005.380.005.140.01
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 329 ===== # Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 2.11 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 7,467 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS Pipe Flow
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 330 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.01
4.000.280.000.130.03
6.000.460.000.280.03
8.000.700.000.500.05
10.001.070.000.860.10
12.002.580.002.351.25
14.004.310.004.080.11
16.004.680.004.450.06
18.004.920.004.680.04
20.005.100.004.860.03
22.005.250.005.010.03
24.005.380.005.140.02
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 331 ===== ## Summary for Subcatchment 14S: LOT 11 Roof Runoff = 0.39 cfs @ 12.09 hrs, Volume= 1,286 cf, Depth= 5.14" Routed to Pond 2P : Subsurface Infiltration Basin 1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.3402.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 332 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.01
8.000.700.000.500.01
10.001.070.000.860.02
12.002.580.002.350.24
14.004.310.004.080.02
16.004.680.004.450.01
18.004.920.004.680.01
20.005.100.004.860.01
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 333 ===== # Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 166
Summary for Pond 2P: Subsurface Infiltration Basin 1
Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 1.39" for 10 YR-C event
Inflow = 0.56 cfs @ 12.09 hrs, Volume= 8,501 cf
Outflow = 0.56 cfs @ 12.09 hrs, Volume= 8,501 cf, Atten= 0%, Lag= 0.0 min
Discarded = 0.56 cfs @ 12.09 hrs, Volume= 8,501 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 32L : POA1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 87.01' @ 12.09 hrs Surf.Area= 2,475 sf Storage= 10 cf
Plug-Flow detention time= 0.3 min calculated for 8,500 cf (100% of inflow)
Center-of-Mass det. time= 0.3 min ( 985.5 - 985.2 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'4,349 cf27.50'W x 90.00'L x 6.00'H Field A
#2A87.50'3,188 cf14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids
ADS N-12 36" x 20 Inside #1
Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf
20 Chambers in 5 Rows
24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
7,536 cfTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Primary92.59'48.0" x 48.0" Horiz. Grate C = 0.600
Limited to weir flow at low heads
#2Device 188.00'12.0" Round Culvert
L= 119.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /" Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#3Discarded87.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.56 cfs @ 12.09 hrs HW=87.01' (Free Discharge)
3=Exfiltration (Exfiltration Controls 0.56 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)
1=Grate ( Controls 0.00 cfs)
2=Culvert ( Controls 0.00 cfs)
Pond 2P: Subsurface Infiltration Basin 1
===== PAGE 334 ===== ## Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 335 =====
Pond 2P: Subsurface Infiltration Basin 1
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
Pond 2P: Subsurface Infiltration Basin 1
Image
===== PAGE 336 =====
Pond 2P: Subsurface Infiltration Basin 1
Stage-Area-Storage
Image
===== PAGE 337 =====
Hydrograph for Pond 2P: Subsurface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00087.000.000.000.00
2.000.00087.000.000.000.00
4.000.00087.000.000.000.00
6.000.01087.000.010.010.00
8.000.01087.000.010.010.00
10.000.02087.000.020.020.00
12.000.39787.010.380.380.00
14.000.24487.000.240.240.00
16.000.20387.000.200.200.00
18.000.16387.000.160.160.00
20.000.12287.000.120.120.00
22.000.09287.000.090.090.00
24.000.07187.000.070.070.00
26.000.02087.000.020.020.00
28.000.00087.000.000.000.00
30.000.00087.000.000.000.00
32.000.00087.000.000.000.00
34.000.00087.000.000.000.00
36.000.00087.000.000.000.00
38.000.00087.000.000.000.00
40.000.00087.000.000.000.00
42.000.00087.000.000.000.00
44.000.00087.000.000.000.00
46.000.00087.000.000.000.00
48.000.00087.000.000.000.00
50.000.00087.000.000.000.00
52.000.00087.000.000.000.00
54.000.00087.000.000.000.00
56.000.00087.000.000.000.00
58.000.00087.000.000.000.00
60.000.00087.000.000.000.00
62.000.00087.000.000.000.00
64.000.00087.000.000.000.00
66.000.00087.000.000.000.00
68.000.00087.000.000.000.00
70.000.00087.000.000.000.00
72.000.00087.000.000.000.00
===== PAGE 338 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
87.000.000.000.00
87.100.570.570.00
87.200.570.570.00
87.300.570.570.00
87.400.570.570.00
87.500.570.570.00
87.600.570.570.00
87.700.570.570.00
87.800.570.570.00
87.900.570.570.00
88.000.570.570.00
88.100.570.570.00
88.200.570.570.00
88.300.570.570.00
88.400.570.570.00
88.500.570.570.00
88.600.570.570.00
88.700.570.570.00
88.800.570.570.00
88.900.570.570.00
89.000.570.570.00
89.100.570.570.00
89.200.570.570.00
89.300.570.570.00
89.400.570.570.00
89.500.570.570.00
89.600.570.570.00
89.700.570.570.00
89.800.570.570.00
89.900.570.570.00
90.000.570.570.00
90.100.570.570.00
90.200.570.570.00
90.300.570.570.00
90.400.570.570.00
90.500.570.570.00
90.600.570.570.00
90.700.570.570.00
90.800.570.570.00
90.900.570.570.00
91.000.570.570.00
91.100.570.570.00
91.200.570.570.00
91.300.570.570.00
91.400.570.570.00
91.500.570.570.00
91.600.570.570.00
91.700.570.570.00
91.800.570.570.00
91.900.570.570.00
92.000.570.570.00
92.100.570.570.00
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
92.200.570.570.00
92.300.570.570.00
92.400.570.570.00
92.500.570.570.00
92.600.630.570.05
92.701.540.570.97
92.801.910.571.33
92.902.190.571.62
93.002.440.571.86
===== PAGE 339 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
87.002,4750
87.102,47599
87.202,475198
87.302,475297
87.402,475396
87.502,475495
87.602,475581
87.702,475657
87.802,475739
87.902,475852
88.002,475980
88.102,4751,118
88.202,4751,264
88.302,4751,416
88.402,4751,573
88.502,4751,735
88.602,4751,900
88.702,4752,069
88.802,4752,240
88.902,4752,412
89.002,4752,587
89.102,4752,762
89.202,4752,938
89.302,4753,114
89.402,4753,290
89.502,4753,465
89.602,4753,639
89.702,4753,812
89.802,4753,983
89.902,4754,151
90.002,4754,316
90.102,4754,478
90.202,4754,636
90.302,4754,788
90.402,4754,934
90.502,4755,072
90.602,4755,200
90.702,4755,313
90.802,4755,395
90.902,4755,470
91.002,4755,556
91.102,4755,655
91.202,4755,754
91.302,4755,853
91.402,4755,952
91.502,4756,051
91.602,4756,150
91.702,4756,249
91.802,4756,348
91.902,4756,447
92.002,4756,546
92.102,4756,645
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
92.202,4756,744
92.302,4756,843
92.402,4756,942
92.502,4757,041
92.602,4757,140
92.702,4757,239
92.802,4757,338
92.902,4757,437
93.002,4757,536
===== PAGE 340 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 1.48" for 10 YR-C event Inflow = 2.11 cfs @ 12.11 hrs, Volume = 8,722 cf Outflow = 0.23 cfs @ 13.24 hrs, Volume = 7,216 cf, Atten = 89%, Lag = 67.8 min Primary = 0.23 cfs @ 13.24 hrs, Volume = 7,216 cf Routed to Pond 2P : Subsurface Infiltration Basin 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.99' @ 13.24 hrs Surf.Area= 1,500 sf Storage= 4,482 cf Plug-Flow detention time= 328.3 min calculated for 7,216 cf (83% of inflow) Center-of-Mass det. time= 241.7 min (1,028.3 - 786.6)
VolumeInvertAvail.StorageStorage Description
#190.00'8,250 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
90.001,50000
95.501,5008,2508,250
DeviceRoutingInvertOutlet Devices
#1Device 391.00'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 395.00'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary87.48'12.0" Round Culvert\n L = 28.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= 87.48' / 87.00' S = 0.0171 #x27; / #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.23 cfs @ 13.24 hrs HW=92.99' TW=87.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.23 cfs of 10.08 cfs potential flow)\n1=Orifice (Orifice Controls 0.23 cfs @ 6.61 fps)\n2=Grate ( Controls 0.00 cfs)
Image
Culvert ===== PAGE 341 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 342 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 343 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.013590.020.00
4.000.0318490.120.00
6.000.0340190.270.00
8.000.0571690.480.00
10.000.101,22090.810.00
12.001.252,82391.880.14
14.000.154,36092.910.22
16.000.093,68592.460.19
18.000.062,99291.990.15
20.000.062,43391.620.12
22.000.052,07391.380.09
24.000.041,86791.240.06
26.000.001,63891.090.02
28.000.001,57691.050.00
30.000.001,55291.030.00
32.000.001,53991.030.00
34.000.001,53191.020.00
36.000.001,52691.020.00
38.000.001,52291.010.00
40.000.001,51991.010.00
42.000.001,51791.010.00
44.000.001,51591.010.00
46.000.001,51491.010.00
48.000.001,51391.010.00
50.000.001,51291.010.00
52.000.001,51191.010.00
54.000.001,51091.010.00
56.000.001,51091.010.00
58.000.001,50991.010.00
60.000.001,50991.010.00
62.000.001,50891.010.00
64.000.001,50891.010.00
66.000.001,50791.000.00
68.000.001,50791.000.00
70.000.001,50791.000.00
72.000.001,50691.000.00
===== PAGE 344 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.28
95.4512.32
95.5012.36
===== PAGE 345 ===== ## Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 346 ===== ## Summary for Pond 6P: BIORENTION BASIN 2A Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.28" for 10 YR-C event Inflow = 0.02 cfs @ 12.87 hrs, Volume= 442 cf Outflow = 0.02 cfs @ 13.41 hrs, Volume= 396 cf, Atten= 15%, Lag= 32.2 min Primary = 0.02 cfs @ 13.41 hrs, Volume= 396 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.91' @ 13.41 hrs Surf.Area= 137 sf Storage= 60 cf Plug-Flow detention time= 91.4 min calculated for 396 cf (89% of inflow) Center-of-Mass det. time= 47.6 min ( 1,065.9 - 1,018.3 )
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary91.80'12.0" Round Culvert L= 30.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.02 cfs @ 13.41 hrs HW=94.91' TW=92.66' (Dynamic Tailwater) 3=Culvert (Passes 0.02 cfs of 6.67 cfs potential flow) 1=Orifice (Orifice Controls 0.02 cfs @ 1.11 fps) 2=Grate ( Controls 0.00 cfs)
Image
Image
Culvert ===== PAGE 347 =====
Pond 6P: BIORENTION BASIN 2A
Image
Pond 6P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 348 =====
Pond 6P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 349 =====
Hydrograph for Pond 6P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00094.300.00
4.000.00094.300.00
6.000.00094.300.00
8.000.00094.300.00
10.000.00094.300.00
12.000.00094.300.00
14.000.025994.900.02
16.000.015794.880.01
18.000.015594.870.01
20.000.015594.860.01
22.000.015494.860.01
24.000.015494.860.01
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 350 =====
Stage-Discharge for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.69
94.720.0095.240.1095.767.09
94.730.0095.250.1095.777.49
94.740.0095.260.1095.787.88
94.750.0095.270.1095.797.89
94.760.0095.280.1095.807.90
94.770.0095.290.1095.817.92
94.780.0095.300.1095.827.93
94.790.0095.310.1095.837.94
94.800.0095.320.1195.847.95
94.810.0095.330.1195.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 351 =====
Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 352 =====
VolumeInvertAvail.StorageStorage Description
#190.75'4,888 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.75 95.001,150 1,1500 4,8880 4,888
DeviceRoutingInvertOutlet Devices
#1Device 392.75'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary92.75'12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded90.75'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.27 cfs @ 12.17 hrs HW=90.80' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.27 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) 1=Orifice ( Controls 0.00 cfs) 2=Grate ( Controls 0.00 cfs)
# Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 185 Discarded OutFlow Max=0.27 cfs @ 12.17 hrs HW=90.80' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.27 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater) 3=Culvert (Controls 0.00 cfs) 1=Orifice (Controls 0.00 cfs) 2=Grate (Controls 0.00 cfs) Pond 8P: INFILTRATION BASIN 3 Grate Civilist Exfiltration ## Summary for Pond 8P: INFILTRATION BASIN 3
Inflow Area =38,333 sf,22.73% Impervious,Inflow Depth = 1.36" for 10 YR-C event
Inflow =0.67 cfs @12.19 hrs,Volume= 4,330 cf
Outflow =0.27 cfs @12.17 hrs,Volume= 4,330 cf, Atten= 60%, Lag= 0.0 min
Discarded =0.27 cfs @12.17 hrs,Volume= 4,330 cf
Primary =0.00 cfs @0.00 hrs,Volume= 0 cf
Routed to Link 34L : POA 3
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.01' @ 12.50 hrs Surf.Area= 1,150 sf Storage= 294 cf Plug-Flow detention time=3.5 min calculated for 4,330 cf (100% of inflow) Center-of-Mass det. time=3.5 min (875.6 - 872.1) ===== PAGE 353 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 354 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 355 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00090.750.000.000.00
2.000.00090.750.000.000.00
4.000.01090.750.010.010.00
6.000.01190.750.010.010.00
8.000.02190.750.020.020.00
10.000.04290.750.040.040.00
12.000.12590.750.110.110.00
14.000.13590.750.130.130.00
16.000.08390.750.080.080.00
18.000.04290.750.040.040.00
20.000.03190.750.030.030.00
22.000.03190.750.030.030.00
24.000.02190.750.020.020.00
26.000.00090.750.000.000.00
28.000.00090.750.000.000.00
30.000.00090.750.000.000.00
32.000.00090.750.000.000.00
34.000.00090.750.000.000.00
36.000.00090.750.000.000.00
38.000.00090.750.000.000.00
40.000.00090.750.000.000.00
42.000.00090.750.000.000.00
44.000.00090.750.000.000.00
46.000.00090.750.000.000.00
48.000.00090.750.000.000.00
50.000.00090.750.000.000.00
52.000.00090.750.000.000.00
54.000.00090.750.000.000.00
56.000.00090.750.000.000.00
58.000.00090.750.000.000.00
60.000.00090.750.000.000.00
62.000.00090.750.000.000.00
64.000.00090.750.000.000.00
66.000.00090.750.000.000.00
68.000.00090.750.000.000.00
70.000.00090.750.000.000.00
72.000.00090.750.000.000.00
===== PAGE 356 =====
Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
90.750.000.000.0093.350.380.270.12
90.800.270.270.0093.400.390.270.12
90.850.270.270.0093.450.390.270.13
90.900.270.270.0093.500.400.270.13
90.950.270.270.0093.550.400.270.14
91.000.270.270.0093.600.410.270.14
91.050.270.270.0093.650.410.270.15
91.100.270.270.0093.700.420.270.15
91.150.270.270.0093.750.420.270.16
91.200.270.270.0093.800.430.270.16
91.250.270.270.0093.850.430.270.16
91.300.270.270.0093.900.430.270.17
91.350.270.270.0093.950.440.270.17
91.400.270.270.0094.000.440.270.18
91.450.270.270.0094.050.450.270.18
91.500.270.270.0094.100.450.270.18
91.550.270.270.0094.150.450.270.19
91.600.270.270.0094.200.460.270.19
91.650.270.270.0094.250.460.270.19
91.700.270.270.0094.300.460.270.20
91.750.270.270.0094.350.470.270.20
91.800.270.270.0094.400.470.270.20
91.850.270.270.0094.450.470.270.21
91.900.270.270.0094.500.480.270.21
91.950.270.270.0094.551.060.270.80
92.000.270.270.0094.602.140.271.87
92.050.270.270.0094.653.530.273.26
92.100.270.270.0094.705.170.274.90
92.150.270.270.0094.755.880.275.61
92.200.270.270.0094.806.000.275.74
92.250.270.270.0094.856.130.275.86
92.300.270.270.0094.906.250.275.98
92.350.270.270.0094.956.370.276.10
92.400.270.270.0095.006.480.276.22
92.450.270.270.00
92.500.270.270.00
92.550.270.270.00
92.600.270.270.00
92.650.270.270.00
92.700.270.270.00
92.750.270.270.00
92.800.270.270.00
92.850.280.270.02
92.900.300.270.03
92.950.320.270.05
93.000.330.270.06
93.050.340.270.07
93.100.350.270.08
93.150.360.270.09
93.200.360.270.10
93.250.370.270.10
93.300.380.270.11
===== PAGE 357 =====
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 358 ===== ## Summary for Pond 10P: PERVIOUS PAVEMENT 2B Intlow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.89 cfs @ 12.12 hrs, Volume= 3,547 cf Outflow = 0.56 cfs @ 12.22 hrs, Volume= 3,543 cf, Atten= 36%, Lag= 5.9 min Primary = 0.56 cfs @ 12.22 hrs, Volume= 3,543 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.84' @ 12.22 hrs Surf.Area= 9,225 sf Storage= 966 cf Plug-Flow detention time= 92.3 min calculated for 3,542 cf (100% of inflow) Center-of-Mass det. time= 91.8 min ( 840.9 - 749.1 )
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic) Listed below (Recalc) 1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic) Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.56 cfs @ 12.22 hrs HW=94.84' TW=92.00' (Dynamic Tailwater) 3=Culvert (Passes 0.56 cfs of 6.51 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.66 fps) 2=Grate (Weir Controls 0.41 cfs @ 0.65 fps) ===== PAGE 359 ===== Grate Pond 10P: PERVIOUS PAVEMENT:2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Image
===== PAGE 360 =====
Pond 10P: PERVIOUS PAVEMENT 2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 361 =====
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.011593.810.00
4.000.016793.850.01
6.000.0210393.880.01
8.000.0313593.910.02
10.000.0518393.950.03
12.000.5161494.300.10
14.000.0560994.300.10
16.000.0328894.030.06
18.000.0216093.930.03
20.000.0212693.900.02
22.000.0111493.890.02
24.000.0110393.880.01
26.000.005593.840.00
28.000.003693.830.00
30.000.002793.820.00
32.000.002193.820.00
34.000.001893.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001293.810.00
42.000.001193.810.00
44.000.001093.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00793.810.00
56.000.00693.800.00
58.000.00693.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 362 =====
Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 363 ===== ## Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 364 ===== ## Summary for Pond 15P: PERVIOUS PAVEMENT 3B Intlow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.93 cfs @ 12.12 hrs, Volume= 3,734 cf Outflow = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf, Atten= 28%, Lag= 4.3 min Primary = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.85' @ 12.19 hrs Surf.Area= 8,889 sf Storage= 951 cf Plug-Flow detention time= 86.6 min calculated for 3,730 cf (100% of inflow) Center-of-Mass det. time= 85.9 min ( 834.9 - 749.1 )
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.67 cfs @ 12.19 hrs HW=94.85' TW=90.83' (Dynamic Tailwater) 3=Culvert (Passes 0.67 cfs of 7.21 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.67 fps) 2=Grate (Weir Controls 0.51 cfs @ 0.70 fps) ===== PAGE 365 =====
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Flow (cfs)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 366 =====
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 367 =====
Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.011693.810.00
4.000.016993.860.01
6.000.0210393.890.01
8.000.0313593.910.02
10.000.0518493.950.04
12.000.5363694.400.12
14.000.0559294.300.10
16.000.0328094.040.06
18.000.0215693.930.03
20.000.0212493.900.02
22.000.0111293.890.02
24.000.0110293.890.01
26.000.005393.840.00
28.000.003593.830.00
30.000.002693.820.00
32.000.002093.820.00
34.000.001793.810.00
36.000.001493.810.00
38.000.001293.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00693.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 368 =====
Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 369 ===== ## Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 370 ===== ## Summary for Pond 33P: INFILTRATION BASIN 2
Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 1.75" for 10 YR-C event
Inflow = 0.56 cfs @ 12.22 hrs, Volume= 3,938 cf
Outflow = 0.11 cfs @ 14.32 hrs, Volume= 3,938 cf, Atten= 80%, Lag= 126.0 min
Discarded = 0.11 cfs @ 14.32 hrs, Volume= 3,938 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 33L : POA 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 92.72' @ 14.32 hrs Surf.Area= 971 sf Storage= 790 cf
Plug-Flow detention time= 63.1 min calculated for 3,938 cf (100% of inflow)
Center-of-Mass det. time= 63.1 min ( 926.6 - 863.5 )
Volume Invert Avail.Storage Storage Description
#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
91.65 520 0 0
92.00 651 205 205
93.00 1,094 873 1,077
94.00 1,629 1,362 2,439
95.00 2,249 1,939 4,378
Device Routing Invert Outlet Devices
#1 Device 3 93.65' 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 3 94.70' 48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary 93.65' 12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088''' Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4 Discarded 91.65' 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.11 cfs @ 14.32 hrs HW=92.72' (Free Discharge)
4=Exfiltration (Exfiltration Controls 0.11 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)
3=Culvert ( Controls 0.00 cfs)
1=Orifice ( Controls 0.00 cfs)
2=Grate ( Controls 0.00 cfs)
Pond 33P: INFILTRATION BASIN 2 [F3]
Image
===== PAGE 371 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 372 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 373 =====
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00091.650.000.000.00
2.000.00091.650.000.000.00
4.000.01091.650.010.010.00
6.000.01191.650.010.010.00
8.000.02291.650.020.020.00
10.000.03391.660.030.030.00
12.000.104291.730.060.060.00
14.000.1278592.720.110.110.00
16.000.0767692.600.110.110.00
18.000.0435292.210.090.090.00
20.000.033791.720.060.060.00
22.000.02291.650.020.020.00
24.000.02291.650.020.020.00
26.000.00091.650.000.000.00
28.000.00091.650.000.000.00
30.000.00091.650.000.000.00
32.000.00091.650.000.000.00
34.000.00091.650.000.000.00
36.000.00091.650.000.000.00
38.000.00091.650.000.000.00
40.000.00091.650.000.000.00
42.000.00091.650.000.000.00
44.000.00091.650.000.000.00
46.000.00091.650.000.000.00
48.000.00091.650.000.000.00
50.000.00091.650.000.000.00
52.000.00091.650.000.000.00
54.000.00091.650.000.000.00
56.000.00091.650.000.000.00
58.000.00091.650.000.000.00
60.000.00091.650.000.000.00
62.000.00091.650.000.000.00
64.000.00091.650.000.000.00
66.000.00091.650.000.000.00
68.000.00091.650.000.000.00
70.000.00091.650.000.000.00
72.000.00091.650.000.000.00
===== PAGE 374 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
91.650.000.000.0094.250.320.200.12
91.700.060.060.0094.300.330.210.12
91.750.060.060.0094.350.340.210.13
91.800.070.070.0094.400.350.220.13
91.850.070.070.0094.450.360.220.14
91.900.070.070.0094.500.360.220.14
91.950.070.070.0094.550.370.230.15
92.000.070.070.0094.600.380.230.15
92.050.080.080.0094.650.390.230.16
92.100.080.080.0094.700.400.240.16
92.150.080.080.0094.750.990.240.75
92.200.080.080.0094.802.070.241.82
92.250.090.090.0094.853.460.253.21
92.300.090.090.0094.903.580.253.33
92.350.090.090.0094.953.670.253.41
92.400.090.090.0095.003.720.263.46
92.450.100.100.00
92.500.100.100.00
92.550.100.100.00
92.600.110.110.00
92.650.110.110.00
92.700.110.110.00
92.750.110.110.00
92.800.120.120.00
92.850.120.120.00
92.900.120.120.00
92.950.120.120.00
93.000.130.130.00
93.050.130.130.00
93.100.130.130.00
93.150.130.130.00
93.200.140.140.00
93.250.140.140.00
93.300.140.140.00
93.350.150.150.00
93.400.150.150.00
93.450.150.150.00
93.500.160.160.00
93.550.160.160.00
93.600.160.160.00
93.650.170.170.00
93.700.170.170.00
93.750.190.170.02
93.800.210.170.03
93.850.230.180.05
93.900.240.180.06
93.950.260.180.07
94.000.270.190.08
94.050.280.190.09
94.100.290.190.10
94.150.300.200.10
94.200.310.200.11
===== PAGE 375 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 376 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.28" for 10 YR-C event Inflow = 0.04 cfs @ 12.98 hrs, Volume = 700 cf Outflow = 0.02 cfs @ 14.27 hrs, Volume = 600 cf, Atten = 32%, Lag = 77.0 min Primary = 0.02 cfs @ 14.27 hrs, Volume = 600 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.92' @ 14.27 hrs Surf.Area= 378 sf Storage= 141 cf Plug-Flow detention time= 139.0 min calculated for 600 cf (86% of inflow) Center-of-Mass det. time= 80.7 min (1,103.3 - 1,022.6)
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary90.80'12.0" Round Culvert L= 11.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.02 cfs @ 14.27 hrs HW=93.92' TW=90.75' (Dynamic Tailwater) 3=Culvert (Passes 0.02 cfs of 7.59 cfs potential flow) 1=Orifice (Orifice Controls 0.02 cfs @ 1.18 fps) 2=Grate ( Controls 0.00 cfs)
Image
Grate Orifice Pond 42P · BIORENTION BASIN 3A
Image
Culvert ===== PAGE 377 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 378 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 379 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00093.300.00
4.000.00093.300.00
6.000.00093.300.00
8.000.00093.300.00
10.000.00093.300.00
12.000.00093.300.00
14.000.0314093.920.02
16.000.0213493.900.02
18.000.0113093.890.01
20.000.0112793.880.01
22.000.0112693.880.01
24.000.0112493.870.01
26.000.0010693.820.00
28.000.0010393.810.00
30.000.0010293.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.009993.800.00
===== PAGE 380 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 381 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 382 ===== ## Summary for Link 32L: POA1
Inflow Area =73,567 sf,27.76% Impervious,Inflow Depth = 0.00" for 10 YR-C event
Inflow =0.00 cfs @0.00 hrs,0 cf
Primary =0.00 cfs @0.00 hrs,0 cf,
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Hydrograph Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 383 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 384 ===== ## Summary for Link 33L: POA 2 Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00" for 10 YR-C event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 385 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 386 ===== ## Summary for Link 34L: POA 3 Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00" for 10 YR-C event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 387 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 388 =====
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: DA-P1 PERVIOUSRunoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.55" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.17 cfs 2,423 cf
Subcatchment3S: DA-P3 PERVIOUSRunoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.55" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.10 cfs 1,351 cf
Subcatchment4S: DA-P2 PERVIOUSRunoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.55" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.07 cfs 854 cf
Subcatchment6S: DA-P3 IMPERVIOUSRunoff Area=0.200 ac 100.00% Impervious Runoff Depth=6.10" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.10 cfs 4,430 cf
Subcatchment7S: DA-P2 IMPERVIOUSRunoff Area=0.190 ac 100.00% Impervious Runoff Depth=6.10" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.05 cfs 4,208 cf
Subcatchment8S: DA-P1 IMPERVIOUSRunoff Area=0.400 ac 100.00% Impervious Runoff Depth=6.10" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=2.49 cfs 8,859 cf
Subcatchment14S: LOT 11 RoofRunoff Area=3,000 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.46 cfs 1,525 cf
Pond 2P: Subsurface Infiltration Basin 1Peak Elev=87.03' Storage=31 cf Inflow=0.65 cfs 11,301 cf Discarded=0.57 cfs 11,301 cf Primary=0.00 cfs 0 cf Outflow=0.57 cfs 11,301 cf
Pond 5P: BIORETENTION BASIN 1APeak Elev=93.74' Storage=5,607 cf Inflow=2.50 cfs 11,283 cf Outflow=0.27 cfs 9,776 cf
Pond 6P: BIORETENTION BASIN 2APeak Elev=95.03' Storage=78 cf Inflow=0.07 cfs 854 cf Outflow=0.06 cfs 807 cf
Pond 8P: INFILTRATIONBASIN 3Peak Elev=91.23' Storage=548 cf Inflow=0.94 cfs 5,677 cf Discarded=0.27 cfs 5,677 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 5,677 cf
Pond 10P: PERVIOUS PAVEMENT2BPeak Elev=94.85' Storage=1,015 cf Inflow=1.05 cfs 4,208 cf Outflow=0.83 cfs 4,204 cf
Pond 15P: PERVIOUS PAVEMENT3BPeak Elev=94.86' Storage=994 cf Inflow=1.10 cfs 4,430 cf Outflow=0.94 cfs 4,426 cf
Pond 33P: INFILTRATIONBASIN 2Peak Elev=93.12' Storage=1,207 cf Inflow=0.83 cfs 5,011 cf Discarded=0.13 cfs 5,011 cf Primary=0.00 cfs 0 cf Outflow=0.13 cfs 5,011 cf
Pond 42P: BIORENTION BASIN 3APeak Elev=94.07' Storage=204 cf Inflow=0.10 cfs 1,351 cf Outflow=0.07 cfs 1,251 cf
Link 32L: POA1Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 389 ===== link 33L: POA2 link 34L: POA3 Total Runoff Area = 138,907 sf Runoff Volume = 23,651 cf Average Runoff Depth = 2.04" 73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf ===== PAGE 390 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 0.17 cfs @ 12.62 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 2,423 cf, Depth= 0.55" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Image
===== PAGE 391 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.000.00
4.000.330.000.000.00
6.000.540.000.000.00
8.000.820.000.000.00
10.001.260.000.000.00
12.003.040.000.000.00
14.005.080.220.000.09
16.005.520.320.000.05
18.005.800.390.000.04
20.006.010.450.000.03
22.006.190.500.000.03
24.006.340.550.000.03
26.006.340.550.000.00
28.006.340.550.000.00
30.006.340.550.000.00
32.006.340.550.000.00
34.006.340.550.000.00
36.006.340.550.000.00
38.006.340.550.000.00
40.006.340.550.000.00
42.006.340.550.000.00
44.006.340.550.000.00
46.006.340.550.000.00
48.006.340.550.000.00
50.006.340.550.000.00
52.006.340.550.000.00
54.006.340.550.000.00
56.006.340.550.000.00
58.006.340.550.000.00
60.006.340.550.000.00
62.006.340.550.000.00
64.006.340.550.000.00
66.006.340.550.000.00
68.006.340.550.000.00
70.006.340.550.000.00
72.006.340.550.000.00
===== PAGE 392 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.10 cfs @ 12.57 hrs, Volume= 1,351 cf, Depth= 0.55" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 393 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.000.00
4.000.330.000.000.00
6.000.540.000.000.00
8.000.820.000.000.00
10.001.260.000.000.00
12.003.040.000.000.00
14.005.080.220.000.05
16.005.520.320.000.03
18.005.800.390.000.02
20.006.010.450.000.02
22.006.190.500.000.02
24.006.340.550.000.02
26.006.340.550.000.00
28.006.340.550.000.00
30.006.340.550.000.00
32.006.340.550.000.00
34.006.340.550.000.00
36.006.340.550.000.00
38.006.340.550.000.00
40.006.340.550.000.00
42.006.340.550.000.00
44.006.340.550.000.00
46.006.340.550.000.00
48.006.340.550.000.00
50.006.340.550.000.00
52.006.340.550.000.00
54.006.340.550.000.00
56.006.340.550.000.00
58.006.340.550.000.00
60.006.340.550.000.00
62.006.340.550.000.00
64.006.340.550.000.00
66.006.340.550.000.00
68.006.340.550.000.00
70.006.340.550.000.00
72.006.340.550.000.00
===== PAGE 394 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.07 cfs @ 12.38 hrs, Volume= 854 cf, Depth= 0.55" Routed to Pond 6P : BIORENTION BASIN 2A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Dense n= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 395 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.000.00
4.000.330.000.000.00
6.000.540.000.000.00
8.000.820.000.000.00
10.001.260.000.000.00
12.003.040.000.000.00
14.005.080.220.000.03
16.005.520.320.000.02
18.005.800.390.000.01
20.006.010.450.000.01
22.006.190.500.000.01
24.006.340.550.000.01
26.006.340.550.000.00
28.006.340.550.000.00
30.006.340.550.000.00
32.006.340.550.000.00
34.006.340.550.000.00
36.006.340.550.000.00
38.006.340.550.000.00
40.006.340.550.000.00
42.006.340.550.000.00
44.006.340.550.000.00
46.006.340.550.000.00
48.006.340.550.000.00
50.006.340.550.000.00
52.006.340.550.000.00
54.006.340.550.000.00
56.006.340.550.000.00
58.006.340.550.000.00
60.006.340.550.000.00
62.006.340.550.000.00
64.006.340.550.000.00
66.006.340.550.000.00
68.006.340.550.000.00
70.006.340.550.000.00
72.006.340.550.000.00
===== PAGE 396 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 1.10 cfs @ 12.12 hrs, Volume= Routed to Pond 15P : PERVIOUS PAVEMENT 3B 4,430 cf, Depth= 6.10" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 397 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.01
4.000.330.000.170.02
6.000.540.000.360.02
8.000.820.000.620.03
10.001.260.001.040.06
12.003.040.002.810.63
14.005.080.004.850.06
16.005.520.005.280.03
18.005.800.005.560.02
20.006.010.005.770.02
22.006.190.005.950.02
24.006.340.006.100.01
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 398 ===== # Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 1.05 cfs @ 12.12 hrs, Volume= Routed to Pond 10P : PERVIOUS PAVEMENT 2B 4,208 cf, Depth= 6.10" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.81370.02002.87
4 3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Subcatchment 7S: DA-P2 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 399 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.01
4.000.330.000.170.02
6.000.540.000.360.02
8.000.820.000.620.03
10.001.260.001.040.05
12.003.040.002.810.60
14.005.080.004.850.06
16.005.520.005.280.03
18.005.800.005.560.02
20.006.010.005.770.02
22.006.190.005.950.02
24.006.340.006.100.01
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 400 ===== # Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 2.49 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 8,859 cf, Depth= 6.10" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS Pipe Flow
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 401 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.02
4.000.330.000.170.03
6.000.540.000.360.04
8.000.820.000.620.06
10.001.260.001.040.12
12.003.040.002.811.47
14.005.080.004.850.12
16.005.520.005.280.07
18.005.800.005.560.05
20.006.010.005.770.04
22.006.190.005.950.03
24.006.340.006.100.03
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 402 ===== ## Summary for Subcatchment 14S: LOT 11 Roof Runoff = 0.46 cfs @ 12.09 hrs, Volume= 1,525 cf, Depth= 6.10" Routed to Pond 2P : Subsurface Infiltration Basin 1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 403 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.01
6.000.540.000.360.01
8.000.820.000.620.01
10.001.260.001.040.02
12.003.040.002.810.29
14.005.080.004.850.02
16.005.520.005.280.01
18.005.800.005.560.01
20.006.010.005.770.01
22.006.190.005.950.01
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 404 ===== # Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 237
Summary for Pond 2P: Subsurface Infiltration Basin 1
Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 1.84" for 10 YR-F event
Inflow = 0.65 cfs @ 12.09 hrs, Volume= 11,301 cf
Outflow = 0.57 cfs @ 12.13 hrs, Volume= 11,301 cf, Atten= 12%, Lag= 2.4 min
Discarded = 0.57 cfs @ 12.13 hrs, Volume= 11,301 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 32L : POA1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 87.03' @ 12.10 hrs Surf.Area= 2,475 sf Storage= 31 cf
Plug-Flow detention time= 0.3 min calculated for 11,301 cf (100% of inflow)
Center-of-Mass det. time= 0.3 min ( 1,011.5 - 1,011.2 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'4,349 cf27.50'W x 90.00'L x 6.00'H Field A
#2A87.50'3,188 cf14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids ADS N-12 36" x 20 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
7,536 cf Total Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Primary92.59'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#2Device 188.00'12.0" Round Culvert L = 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S = 0.0168 /' Cc= 0.900 n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#3Discarded87.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.57 cfs @ 12.13 hrs HW=87.02' (Free Discharge)
3=Exfiltration (Exfiltration Controls 0.57 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater)
1=Grate ( Controls 0.00 cfs)
2=Culvert ( Controls 0.00 cfs)
Pond 2P: Subsurface Infiltration Basin 1
===== PAGE 405 ===== ## Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 406 =====
Pond 2P: Subsurface Infiltration Basin 1
Image
Pond 2P: Subsurface Infiltration Basin 1
Image
===== PAGE 407 =====
Pond 2P: Subsurface Infiltration Basin 1
Stage-Area-Storage
Image
===== PAGE 408 =====
Hydrograph for Pond 2P: Subsurface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00087.000.000.000.00
2.000.00087.000.000.000.00
4.000.01087.000.010.010.00
6.000.01087.000.010.010.00
8.000.01087.000.010.010.00
10.000.02087.000.020.020.00
12.000.45887.010.450.450.00
14.000.29587.000.290.290.00
16.000.25487.000.250.250.00
18.000.21487.000.210.210.00
20.000.17387.000.170.170.00
22.000.14287.000.140.140.00
24.000.11287.000.110.110.00
26.000.04187.000.040.040.00
28.000.01087.000.010.010.00
30.000.00087.000.000.000.00
32.000.00087.000.000.000.00
34.000.00087.000.000.000.00
36.000.00087.000.000.000.00
38.000.00087.000.000.000.00
40.000.00087.000.000.000.00
42.000.00087.000.000.000.00
44.000.00087.000.000.000.00
46.000.00087.000.000.000.00
48.000.00087.000.000.000.00
50.000.00087.000.000.000.00
52.000.00087.000.000.000.00
54.000.00087.000.000.000.00
56.000.00087.000.000.000.00
58.000.00087.000.000.000.00
60.000.00087.000.000.000.00
62.000.00087.000.000.000.00
64.000.00087.000.000.000.00
66.000.00087.000.000.000.00
68.000.00087.000.000.000.00
70.000.00087.000.000.000.00
72.000.00087.000.000.000.00
===== PAGE 409 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
87.000.000.000.00
87.100.570.570.00
87.200.570.570.00
87.300.570.570.00
87.400.570.570.00
87.500.570.570.00
87.600.570.570.00
87.700.570.570.00
87.800.570.570.00
87.900.570.570.00
88.000.570.570.00
88.100.570.570.00
88.200.570.570.00
88.300.570.570.00
88.400.570.570.00
88.500.570.570.00
88.600.570.570.00
88.700.570.570.00
88.800.570.570.00
88.900.570.570.00
89.000.570.570.00
89.100.570.570.00
89.200.570.570.00
89.300.570.570.00
89.400.570.570.00
89.500.570.570.00
89.600.570.570.00
89.700.570.570.00
89.800.570.570.00
89.900.570.570.00
90.000.570.570.00
90.100.570.570.00
90.200.570.570.00
90.300.570.570.00
90.400.570.570.00
90.500.570.570.00
90.600.570.570.00
90.700.570.570.00
90.800.570.570.00
90.900.570.570.00
91.000.570.570.00
91.100.570.570.00
91.200.570.570.00
91.300.570.570.00
91.400.570.570.00
91.500.570.570.00
91.600.570.570.00
91.700.570.570.00
91.800.570.570.00
91.900.570.570.00
92.000.570.570.00
92.100.570.570.00
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
92.200.570.570.00
92.300.570.570.00
92.400.570.570.00
92.500.570.570.00
92.600.630.570.05
92.701.540.570.97
92.801.910.571.33
92.902.190.571.62
93.002.440.571.86
===== PAGE 410 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
87.002,4750
87.102,47599
87.202,475198
87.302,475297
87.402,475396
87.502,475495
87.602,475581
87.702,475657
87.802,475739
87.902,475852
88.002,475980
88.102,4751,118
88.202,4751,264
88.302,4751,416
88.402,4751,573
88.502,4751,735
88.602,4751,900
88.702,4752,069
88.802,4752,240
88.902,4752,412
89.002,4752,587
89.102,4752,762
89.202,4752,938
89.302,4753,114
89.402,4753,290
89.502,4753,465
89.602,4753,639
89.702,4753,812
89.802,4753,983
89.902,4754,151
90.002,4754,316
90.102,4754,478
90.202,4754,636
90.302,4754,788
90.402,4754,934
90.502,4755,072
90.602,4755,200
90.702,4755,313
90.802,4755,395
90.902,4755,470
91.002,4755,556
91.102,4755,655
91.202,4755,754
91.302,4755,853
91.402,4755,952
91.502,4756,051
91.602,4756,150
91.702,4756,249
91.802,4756,348
91.902,4756,447
92.002,4756,546
92.102,4756,645
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
92.202,4756,744
92.302,4756,843
92.402,4756,942
92.502,4757,041
92.602,4757,140
92.702,4757,239
92.802,4757,338
92.902,4757,437
93.002,4757,536
===== PAGE 411 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 1.92" for 10 YR-F event Inflow = 2.50 cfs @ 12.11 hrs, Volume = 11,283 cf Outflow = 0.27 cfs @ 13.52 hrs, Volume = 9,776 cf, Atten = 89%, Lag = 84.6 min Primary = 0.27 cfs @ 13.52 hrs, Volume = 9,776 cf Routed to Pond 2P : Subsurface Infiltration Basin 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.74' @ 13.52 hrs Surf.Area= 1,500 sf Storage= 5,607 cf Plug-Flow detention time= 328.9 min calculated for 9,775 cf (87% of inflow) Center-of-Mass det. time= 258.1 min (1,053.5 - 795.4)
VolumeInvertAvail.StorageStorage Description
#190.00'8,250 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
90.001,50000
95.501,5008,2508,250
DeviceRoutingInvertOutlet Devices
#1Device 391.00'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 395.00'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary87.48'12.0" Round Culvert\n L = 28.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= 87.48' / 87.00' S = 0.0171 #x27; #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.27 cfs @ 13.52 hrs HW=93.74' TW=87.01' (Dynamic Tailwater)\n3=Culvert (Passes 0.27 cfs of 10.81 cfs potential flow)\n1=Orifice (Orifice Controls 0.27 cfs @ 7.81 fps)\n2=Grate ( Controls 0.00 cfs)
Pond 5P: BIORETENTION BASIN 1A\nOrifice
Image
Culvert
Image
===== PAGE 412 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 413 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 414 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.025390.040.00
4.000.0324290.160.00
6.000.0450790.340.00
8.000.0688590.590.00
10.000.121,48590.990.00
12.001.473,23092.150.17
14.000.215,54893.700.26
16.000.124,84593.230.24
18.000.093,99692.660.20
20.000.073,22392.150.17
22.000.072,64491.760.13
24.000.062,23491.490.10
26.000.001,75091.170.04
28.000.001,60691.070.01
30.000.001,56491.040.00
32.000.001,54691.030.00
34.000.001,53591.020.00
36.000.001,52991.020.00
38.000.001,52491.020.00
40.000.001,52191.010.00
42.000.001,51891.010.00
44.000.001,51691.010.00
46.000.001,51591.010.00
48.000.001,51491.010.00
50.000.001,51291.010.00
52.000.001,51291.010.00
54.000.001,51191.010.00
56.000.001,51091.010.00
58.000.001,50991.010.00
60.000.001,50991.010.00
62.000.001,50891.010.00
64.000.001,50891.010.00
66.000.001,50891.010.00
68.000.001,50791.000.00
70.000.001,50791.000.00
72.000.001,50791.000.00
===== PAGE 415 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.28
95.4512.32
95.5012.36
===== PAGE 416 ===== ## Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 417 ===== ## Summary for Pond 6P: BIORENTION BASIN 2A Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.55" for 10 YR-F event Inflow = 0.07 cfs @ 12.38 hrs, Volume= 854 cf Outflow = 0.06 cfs @ 12.74 hrs, Volume= 807 cf, Atten= 15%, Lag= 21.6 min Primary = 0.06 cfs @ 12.74 hrs, Volume= 807 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.03' @ 12.74 hrs Surf.Area= 152 sf Storage= 78 cf Plug-Flow detention time= 51.5 min calculated for 807 cf (95% of inflow) Center-of-Mass det. time= 26.4 min ( 1,002.9 - 976.5 ) #1 94.30' 307 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet) 94.30 63 0 0 95.00 148 74 74 96.00 319 234 307 Device Routing Invert Outlet Devices #1 Device 3 94.80' 2.5" Vert. Orifice C=0.600 Limited to weir flow at low heads #2 Device 3 95.50' 48.0" x 48.0" Horizon. Grate C=0.600 #3 Primary 91.80' 12.0" Round Culvert L=30.0' RCP, groove end projecting, Ke=0.200 Inlet / Outlet Invert=91.80' / 91.65' S=0.0050'/' Cc=0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf Primary OutFlow Max=0.06 cfs @ 12.74 hrs HW=95.03' TW=92.88' (Dynamic Tailwater) 3=Culvert (Passes 0.06 cfs of 6.53 cfs potential flow) 1=Orifice (Orifice Controls 0.06 cfs @ 1.68 fps) 2=Grate (Controls 0.00 cfs) Grate Pond 6P: BIORENTION BASIN 2A
Image
Image
Culvert ===== PAGE 418 =====
Pond 6P: BIORENTION BASIN 2A
Image
Pond 6P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 419 =====
Pond 6P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 420 =====
Hydrograph for Pond 6P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00094.300.00
4.000.00094.300.00
6.000.00094.300.00
8.000.00094.300.00
10.000.00094.300.00
12.000.00094.300.00
14.000.036594.940.03
16.000.026094.900.02
18.000.015894.890.01
20.000.015794.880.01
22.000.015794.880.01
24.000.015694.870.01
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 421 =====
Stage-Discharge for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.69
94.720.0095.240.1095.767.09
94.730.0095.250.1095.777.49
94.740.0095.260.1095.787.88
94.750.0095.270.1095.797.89
94.760.0095.280.1095.807.90
94.770.0095.290.1095.817.92
94.780.0095.300.1095.827.93
94.790.0095.310.1095.837.94
94.800.0095.320.1195.847.95
94.810.0095.330.1195.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 422 =====
Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 423 =====
VolumeInvertAvail.StorageStorage Description
#190.75'4,888 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.75 95.001,150 1,1500 4,8880 4,888
DeviceRoutingInvertOutlet Devices
#1Device 392.75'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary92.75'12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded90.75'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.27 cfs @ 12.11 hrs HW=90.80' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.27 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) 1=Orifice ( Controls 0.00 cfs) 2=Grate ( Controls 0.00 cfs)
Discarded OutFlow Max=0.27 cfs @ 12.11 hrs HW=90.80' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.27 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=90.75' TW=0.00' (Dynamic Tailwater) 3=Culvert (Controls 0.00 cfs) 1=Orifice (Controls 0.00 cfs) 2=Grate (Controls 0.00 cfs) Pond 8P: INFILTRATION BASIN 3 Exfiltration ## Summary for Pond 8P: INFILTRATION BASIN 3
Inflow Area =38,333 sf,22.73% Impervious,Inflow Depth = 1.78" for 10 YR-F event
Inflow =0.94 cfs @12.16 hrs,Volume= 5,677 cf
Outflow =0.27 cfs @12.11 hrs,Volume= 5,677 cf, Atten= 72%, Lag= 0.0 min
Discarded =0.27 cfs @12.11 hrs,Volume= 5,677 cf
Primary =0.00 cfs @0.00 hrs,Volume= 0 cf
Routed to Link 34L : POA 3
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.23' @ 12.60 hrs Surf.Area= 1,150 sf Storage= 548 cf Plug-Flow detention time=10.1 min calculated for 5,677 cf (100% of inflow) Center-of-Mass det. time=10.1 min (880.8 - 870.8) ===== PAGE 424 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 425 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 426 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00090.750.000.000.00
2.000.00090.750.000.000.00
4.000.01090.750.010.010.00
6.000.02190.750.020.020.00
8.000.03190.750.030.030.00
10.000.04290.750.040.040.00
12.000.14690.760.140.140.00
14.000.1727090.980.270.270.00
16.000.10490.750.100.100.00
18.000.06290.750.060.060.00
20.000.04290.750.040.040.00
22.000.04290.750.040.040.00
24.000.03190.750.030.030.00
26.000.01090.750.010.010.00
28.000.00090.750.000.000.00
30.000.00090.750.000.000.00
32.000.00090.750.000.000.00
34.000.00090.750.000.000.00
36.000.00090.750.000.000.00
38.000.00090.750.000.000.00
40.000.00090.750.000.000.00
42.000.00090.750.000.000.00
44.000.00090.750.000.000.00
46.000.00090.750.000.000.00
48.000.00090.750.000.000.00
50.000.00090.750.000.000.00
52.000.00090.750.000.000.00
54.000.00090.750.000.000.00
56.000.00090.750.000.000.00
58.000.00090.750.000.000.00
60.000.00090.750.000.000.00
62.000.00090.750.000.000.00
64.000.00090.750.000.000.00
66.000.00090.750.000.000.00
68.000.00090.750.000.000.00
70.000.00090.750.000.000.00
72.000.00090.750.000.000.00
===== PAGE 427 =====
Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
90.750.000.000.0093.350.380.270.12
90.800.270.270.0093.400.390.270.12
90.850.270.270.0093.450.390.270.13
90.900.270.270.0093.500.400.270.13
90.950.270.270.0093.550.400.270.14
91.000.270.270.0093.600.410.270.14
91.050.270.270.0093.650.410.270.15
91.100.270.270.0093.700.420.270.15
91.150.270.270.0093.750.420.270.16
91.200.270.270.0093.800.430.270.16
91.250.270.270.0093.850.430.270.16
91.300.270.270.0093.900.430.270.17
91.350.270.270.0093.950.440.270.17
91.400.270.270.0094.000.440.270.18
91.450.270.270.0094.050.450.270.18
91.500.270.270.0094.100.450.270.18
91.550.270.270.0094.150.450.270.19
91.600.270.270.0094.200.460.270.19
91.650.270.270.0094.250.460.270.19
91.700.270.270.0094.300.460.270.20
91.750.270.270.0094.350.470.270.20
91.800.270.270.0094.400.470.270.20
91.850.270.270.0094.450.470.270.21
91.900.270.270.0094.500.480.270.21
91.950.270.270.0094.551.060.270.80
92.000.270.270.0094.602.140.271.87
92.050.270.270.0094.653.530.273.26
92.100.270.270.0094.705.170.274.90
92.150.270.270.0094.755.880.275.61
92.200.270.270.0094.806.000.275.74
92.250.270.270.0094.856.130.275.86
92.300.270.270.0094.906.250.275.98
92.350.270.270.0094.956.370.276.10
92.400.270.270.0095.006.480.276.22
92.450.270.270.00
92.500.270.270.00
92.550.270.270.00
92.600.270.270.00
92.650.270.270.00
92.700.270.270.00
92.750.270.270.00
92.800.270.270.00
92.850.280.270.02
92.900.300.270.03
92.950.320.270.05
93.000.330.270.06
93.050.340.270.07
93.100.350.270.08
93.150.360.270.09
93.200.360.270.10
93.250.370.270.10
93.300.380.270.11
===== PAGE 428 =====
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 429 ===== ## Summary for Pond 10P: PERVIOUS PAVEMENT 2B Intflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 1.05 cfs @ 12.12 hrs, Volume= 4,208 cf Outflow = 0.83 cfs @ 12.17 hrs, Volume= 4,204 cf, Atten= 20%, Lag= 3.1 min Primary = 0.83 cfs @ 12.17 hrs, Volume= 4,204 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.85' @ 12.17 hrs Surf.Area= 9,225 sf Storage= 1,015 cf Plug-Flow detention time= 85.6 min calculated for 4,204 cf (100% of inflow) Center-of-Mass det. time= 84.9 min ( 831.3 - 746.4 )
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.83 cfs @ 12.17 hrs HW=94.85' TW=92.12' (Dynamic Tailwater) 3=Culvert (Passes 0.83 cfs of 6.53 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.69 fps) 2=Grate (Weir Controls 0.67 cfs @ 0.77 fps) ===== PAGE 430 ===== Grate Pond 10P: PERVIOUS PAVEMENT:2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 431 =====
Pond 10P: PERVIOUS PAVEMENT 2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 432 =====
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.012393.820.00
4.000.028393.870.01
6.000.0211893.900.02
8.000.0315193.920.02
10.000.0520693.970.04
12.000.6072894.540.13
14.000.0664794.370.11
16.000.0332994.070.07
18.000.0217993.950.03
20.000.0213893.910.02
22.000.0212493.900.02
24.000.0111393.890.01
26.000.005893.850.00
28.000.003893.830.00
30.000.002893.820.00
32.000.002293.820.00
34.000.001893.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001293.810.00
42.000.001193.810.00
44.000.001093.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00893.810.00
52.000.00793.810.00
54.000.00793.810.00
56.000.00693.810.00
58.000.00693.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00593.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 433 =====
Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 434 ===== ## Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 435 ===== ## Summary for Pond 15P: PERVIOUS PAVEMENT 3B Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 1.10 cfs @ 12.12 hrs, Volume= 4,430 cf Outflow = 0.94 cfs @ 12.16 hrs, Volume= 4,426 cf, Atten= 15%, Lag= 2.4 min Primary = 0.94 cfs @ 12.16 hrs, Volume= 4,426 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.86' @ 12.16 hrs Surf.Area= 8,889 sf Storage= 994 cf Plug-Flow detention time= 80.1 min calculated for 4,426 cf (100% of inflow) Center-of-Mass det. time= 79.5 min ( 825.8 - 746.4 )
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.94 cfs @ 12.16 hrs HW=94.86' TW=90.90' (Dynamic Tailwater) 3=Culvert (Passes 0.94 cfs of 7.22 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.71 fps) 2=Grate (Weir Controls 0.78 cfs @ 0.80 fps) ===== PAGE 436 =====
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Flow (cfs)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 437 =====
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 438 =====
Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.012493.820.00
4.000.028493.870.01
6.000.0211893.900.02
8.000.0315193.930.03
10.000.0620793.970.04
12.000.6375594.670.14
14.000.0663094.380.11
16.000.0332294.070.07
18.000.0217593.950.03
20.000.0213693.920.02
22.000.0212393.900.02
24.000.0111193.890.02
26.000.005593.850.00
28.000.003693.830.00
30.000.002693.820.00
32.000.002193.820.00
34.000.001793.810.00
36.000.001493.810.00
38.000.001393.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 439 =====
Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 440 =====
Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 441 ===== # Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 274
Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 2.23" for 10 YR-F event
Inflow = 0.83 cfs @ 12.17 hrs, Volume= 5,011 cf
Outflow = 0.13 cfs @ 14.16 hrs, Volume= 5,011 cf, Atten= 84%, Lag= 119.3 min
Discarded = 0.13 cfs @ 14.16 hrs, Volume= 5,011 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routed to Link 33L : POA 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 93.12' @ 14.16 hrs Surf.Area= 1,156 sf Storage= 1,207 cf
Plug-Flow detention time= 86.8 min calculated for 5,011 cf (100% of inflow)
Center-of-Mass det. time= 86.8 min ( 945.7 - 858.9 )
Volume Invert Avail.Storage Storage Description
#1 91.65' 4,378 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)
91.65 520 0 0
92.00 651 205 205
93.00 1,094 873 1,077
94.00 1,629 1,362 2,439
95.00 2,249 1,939 4,378
Device Routing Invert Outlet Devices
#1 Device 3 93.65' 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 3 94.70' 48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary 93.65' 12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 /' Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4 Discarded 91.65' 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.13 cfs @ 14.16 hrs HW=93.12' (Free Discharge)
4=Exfiltration (Exfiltration Controls 0.13 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.65' TW=0.00' (Dynamic Tailwater)
3=Culvert ( Controls 0.00 cfs)
1=Orifice ( Controls 0.00 cfs)
2=Grate ( Controls 0.00 cfs)
## Summary for Pond 33P: INFILTRATION BASIN 2 ===== PAGE 442 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 443 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 444 =====
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00091.650.000.000.00
2.000.00091.650.000.000.00
4.000.01191.650.010.010.00
6.000.02191.650.020.020.00
8.000.02291.650.020.020.00
10.000.04491.660.040.040.00
12.000.136891.780.060.060.00
14.000.141,20493.110.130.130.00
16.000.091,06392.990.120.120.00
18.000.0569592.620.110.110.00
20.000.0329792.130.080.080.00
22.000.031391.680.060.060.00
24.000.02291.650.020.020.00
26.000.00091.650.000.000.00
28.000.00091.650.000.000.00
30.000.00091.650.000.000.00
32.000.00091.650.000.000.00
34.000.00091.650.000.000.00
36.000.00091.650.000.000.00
38.000.00091.650.000.000.00
40.000.00091.650.000.000.00
42.000.00091.650.000.000.00
44.000.00091.650.000.000.00
46.000.00091.650.000.000.00
48.000.00091.650.000.000.00
50.000.00091.650.000.000.00
52.000.00091.650.000.000.00
54.000.00091.650.000.000.00
56.000.00091.650.000.000.00
58.000.00091.650.000.000.00
60.000.00091.650.000.000.00
62.000.00091.650.000.000.00
64.000.00091.650.000.000.00
66.000.00091.650.000.000.00
68.000.00091.650.000.000.00
70.000.00091.650.000.000.00
72.000.00091.650.000.000.00
===== PAGE 445 ===== Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 278
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
91.650.000.000.0094.250.320.200.12
91.700.060.060.0094.300.330.210.12
91.750.060.060.0094.350.340.210.13
91.800.070.070.0094.400.350.220.13
91.850.070.070.0094.450.360.220.14
91.900.070.070.0094.500.360.220.14
91.950.070.070.0094.550.370.230.15
92.000.070.070.0094.600.380.230.15
92.050.080.080.0094.650.390.230.16
92.100.080.080.0094.700.400.240.16
92.150.080.080.0094.750.990.240.75
92.200.080.080.0094.802.070.241.82
92.250.090.090.0094.853.460.253.21
92.300.090.090.0094.903.580.253.33
92.350.090.090.0094.953.670.253.41
92.400.090.090.0095.003.720.263.46
92.450.100.100.00
92.500.100.100.00
92.550.100.100.00
92.600.110.110.00
92.650.110.110.00
92.700.110.110.00
92.750.110.110.00
92.800.120.120.00
92.850.120.120.00
92.900.120.120.00
92.950.120.120.00
93.000.130.130.00
93.050.130.130.00
93.100.130.130.00
93.150.130.130.00
93.200.140.140.00
93.250.140.140.00
93.300.140.140.00
93.350.150.150.00
93.400.150.150.00
93.450.150.150.00
93.500.160.160.00
93.550.160.160.00
93.600.160.160.00
93.650.170.170.00
93.700.170.170.00
93.750.190.170.02
93.800.210.170.03
93.850.230.180.05
93.900.240.180.06
93.950.260.180.07
94.000.270.190.08
94.050.280.190.09
94.100.290.190.10
94.150.300.200.10
94.200.310.200.11
===== PAGE 446 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 447 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.55" for 10 YR-F event Inflow = 0.10 cfs @ 12.57 hrs, Volume = 1,351 cf Outflow = 0.07 cfs @ 13.32 hrs, Volume = 1,251 cf, Atten = 33%, Lag = 44.9 min Primary = 0.07 cfs @ 13.32 hrs, Volume = 1,251 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.07' @ 13.32 hrs Surf.Area= 480 sf Storage= 204 cf Plug-Flow detention time= 82.4 min calculated for 1,251 cf (93% of inflow) Center-of-Mass det. time= 49.0 min (1,029.7 - 980.8)
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary90.80'12.0" Round Culvert L= 11.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.07 cfs @ 13.32 hrs HW=94.07' TW=91.14' (Dynamic Tailwater) 3=Culvert (Passes 0.07 cfs of 7.85 cfs potential flow) 1=Orifice (Orifice Controls 0.07 cfs @ 1.96 fps) 2=Grate ( Controls 0.00 cfs)
Image
Pond 42P · BIORENTION BASIN 3A Grate Orifice
Image
Culvert ===== PAGE 448 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 449 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 450 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00093.300.00
4.000.00093.300.00
6.000.00093.300.00
8.000.00093.300.00
10.000.00093.300.00
12.000.00093.300.00
14.000.0518494.030.06
16.000.0314993.940.03
18.000.0214093.920.02
20.000.0213693.910.02
22.000.0213493.900.02
24.000.0213193.890.02
26.000.0010793.820.00
28.000.0010393.810.00
30.000.0010293.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.0010093.800.00
===== PAGE 451 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 452 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 453 ===== ## Summary for Link 32L: POA1
Inflow Area =73,567 sf,27.76% Impervious,Inflow Depth = 0.00" for 10 YR-F event
Inflow =0.00 cfs @0.00 hrs,0 cf
Primary =0.00 cfs @0.00 hrs,0 cf,
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Hydrograph Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 454 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 455 ===== ## Summary for Link 33L: POA 2 Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.00" for 10 YR-F event Inflow = 0.00 cfs @ 0.00 hrs, Volume = 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume = 0 cf, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 456 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 457 ===== ## Summary for Link 34L: POA 3 Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.00" for 10 YR-F event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Hydrograph
Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 458 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 459 =====
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: DA-P1 PERVOUSRunoff Area=1.220 ac 0.00% Impervious Runoff Depth=1.83" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=1.06 cfs 8,124 cf
Subcatchment3S: DA-P3 PERVOUSRunoff Area=0.680 ac 0.00% Impervious Runoff Depth=1.83" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.66 cfs 4,528 cf
Subcatchment4S: DA-P2 PERVOUSRunoff Area=0.430 ac 0.00% Impervious Runoff Depth=1.83" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.49 cfs 2,863 cf
Subcatchment6S: DA-P3 IMPERVOUSRunoff Area=0.200 ac 100.00% Impervious Runoff Depth=9.24" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.65 cfs 6,708 cf
Subcatchment7S: DA-P2 IMPERVOUSRunoff Area=0.190 ac 100.00% Impervious Runoff Depth=9.24" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.57 cfs 6,372 cf
Subcatchment8S: DA-P1 IMPERVOUSRunoff Area=0.400 ac 100.00% Impervious Runoff Depth=9.24" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=3.73 cfs 13,416 cf
Subcatchment14S: LOT 11 RoofRunoff Area=3,000 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.69 cfs 2,310 cf
Pond 2P: Subsurface Infiltration Basin 1 Discarded=0.57 cfs 22,343 cf Primary=0.00 cfs 0 cf Outflow=0.57 cfs 22,343 cf
Pond 5P: BIORETENTIONBASIN 1APeak Elev=95.10' Storage=7,644 cf Inflow=4.20 cfs 21,540 cf Outflow=1.89 cfs 20,033 cf
Pond 6P: BIORETENTIONBASIN 2APeak Elev=95.54' Storage=178 cf Inflow=0.49 cfs 2,863 cf Outflow=0.49 cfs 2,817 cf
Pond 8P: INFILTRATIONBASIN 3 Discarded=0.27 cfs 10,720 cf Primary=0.07 cfs 413 cf Outflow=0.34 cfs 11,133 cf
Pond 10P: PERVOUS PAVEMENT2BPeak Elev=94.88' Storage=1,105 cf Inflow=1.57 cfs 6,372 cf Outflow=1.44 cfs 6,368 cf
Pond 15P: PERVOUS PAVEMENT3BPeak Elev=94.89' Storage=1,076 cf Inflow=1.65 cfs 6,708 cf Outflow=1.53 cfs 6,704 cf
Pond 33P: INFILTRATIONBASIN 2 Discarded=0.20 cfs 8,204 cf Primary=0.10 cfs 981 cf Outflow=0.29 cfs 9,185 cf
Pond 42P: BIORENTIONBASIN 3APeak Elev=94.54' Storage=532 cf Inflow=0.66 cfs 4,528 cf Outflow=0.60 cfs 4,429 cf
Link 32L: POA1Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf
puy, Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 460 ===== Link 33L: POA2 Link 34L: POA3 Total Runoff Area = 138,907 sf Runoff Volume = 44,322 cf Average Runoff Depth = 3.83" 73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf ===== PAGE 461 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 1.06 cfs @ 12.28 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 8,124 cf, Depth= 1.83" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (ac)CNDescription
1.22039>75% Grass cover, Good, HSG A
1.22039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0780.03500.14Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
2.91750.02000.99Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.32722.00Direct Entry, Pipe Flow
14.2525Total
Image
Image
Subcatchment 2S: DA-P1 PERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 462 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.000.00
4.000.500.000.000.00
6.000.810.000.000.00
8.001.230.000.000.00
10.001.880.000.000.00
12.004.540.120.000.16
14.007.600.990.000.25
16.008.251.260.000.14
18.008.671.450.000.10
20.008.981.590.000.09
22.009.251.720.000.08
24.009.481.830.000.06
26.009.481.830.000.00
28.009.481.830.000.00
30.009.481.830.000.00
32.009.481.830.000.00
34.009.481.830.000.00
36.009.481.830.000.00
38.009.481.830.000.00
40.009.481.830.000.00
42.009.481.830.000.00
44.009.481.830.000.00
46.009.481.830.000.00
48.009.481.830.000.00
50.009.481.830.000.00
52.009.481.830.000.00
54.009.481.830.000.00
56.009.481.830.000.00
58.009.481.830.000.00
60.009.481.830.000.00
62.009.481.830.000.00
64.009.481.830.000.00
66.009.481.830.000.00
68.009.481.830.000.00
70.009.481.830.000.00
72.009.481.830.000.00
===== PAGE 463 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.66 cfs @ 12.24 hrs, Volume= Routed to Pond 42P : BIORENTION BASIN 3A 4,528 cf, Depth= 1.83" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 464 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.000.00
4.000.500.000.000.00
6.000.810.000.000.00
8.001.230.000.000.00
10.001.880.000.000.00
12.004.540.120.000.12
14.007.600.990.000.13
16.008.251.260.000.08
18.008.671.450.000.06
20.008.981.590.000.05
22.009.251.720.000.04
24.009.481.830.000.04
26.009.481.830.000.00
28.009.481.830.000.00
30.009.481.830.000.00
32.009.481.830.000.00
34.009.481.830.000.00
36.009.481.830.000.00
38.009.481.830.000.00
40.009.481.830.000.00
42.009.481.830.000.00
44.009.481.830.000.00
46.009.481.830.000.00
48.009.481.830.000.00
50.009.481.830.000.00
52.009.481.830.000.00
54.009.481.830.000.00
56.009.481.830.000.00
58.009.481.830.000.00
60.009.481.830.000.00
62.009.481.830.000.00
64.009.481.830.000.00
66.009.481.830.000.00
68.009.481.830.000.00
70.009.481.830.000.00
72.009.481.830.000.00
===== PAGE 465 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.49 cfs @ 12.19 hrs, Volume= 2,863 cf, Depth= 1.83" Routed to Pond 6P : BIORENTION BASIN 2A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Densen= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 466 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.000.00
4.000.500.000.000.00
6.000.810.000.000.00
8.001.230.000.000.00
10.001.880.000.000.00
12.004.540.120.000.11
14.007.600.990.000.08
16.008.251.260.000.05
18.008.671.450.000.03
20.008.981.590.000.03
22.009.251.720.000.03
24.009.481.830.000.02
26.009.481.830.000.00
28.009.481.830.000.00
30.009.481.830.000.00
32.009.481.830.000.00
34.009.481.830.000.00
36.009.481.830.000.00
38.009.481.830.000.00
40.009.481.830.000.00
42.009.481.830.000.00
44.009.481.830.000.00
46.009.481.830.000.00
48.009.481.830.000.00
50.009.481.830.000.00
52.009.481.830.000.00
54.009.481.830.000.00
56.009.481.830.000.00
58.009.481.830.000.00
60.009.481.830.000.00
62.009.481.830.000.00
64.009.481.830.000.00
66.009.481.830.000.00
68.009.481.830.000.00
70.009.481.830.000.00
72.009.481.830.000.00
===== PAGE 467 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 1.65 cfs @ 12.12 hrs, Volume= Routed to Pond 15P : PERVIOUS PAVEMENT 3B 6,708 cf, Depth= 9.24" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 468 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.02
4.000.500.000.320.03
6.000.810.000.610.03
8.001.230.001.020.05
10.001.880.001.650.09
12.004.540.004.310.95
14.007.600.007.360.09
16.008.250.008.010.05
18.008.670.008.430.03
20.008.980.008.740.03
22.009.250.009.010.03
24.009.480.009.240.02
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 469 ===== # Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 1.57 cfs @ 12.12 hrs, Volume= Routed to Pond 10P : PERVIOUS PAVEMENT 2B 6,372 cf, Depth= 9.24" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow,
0.81370.02002.87Grass: Short n= 0.150 P2= 3.42"
Shallow Concentrated Flow,
Paved Kv= 20.3 fps
4.3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Subcatchment 7S: DA-P2 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 470 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.02
4.000.500.000.320.02
6.000.810.000.610.03
8.001.230.001.020.05
10.001.880.001.650.08
12.004.540.004.310.90
14.007.600.007.360.09
16.008.250.008.010.05
18.008.670.008.430.03
20.008.980.008.740.03
22.009.250.009.010.02
24.009.480.009.240.02
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 471 ===== ## Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 3.73 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 13,416 cf, Depth= 9.24" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 472 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.04
4.000.500.000.320.05
6.000.810.000.610.06
8.001.230.001.020.10
10.001.880.001.650.18
12.004.540.004.312.20
14.007.600.007.360.19
16.008.250.008.010.10
18.008.670.008.430.07
20.008.980.008.740.06
22.009.250.009.010.05
24.009.480.009.240.04
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 473 ===== ## Summary for Subcatchment 14S: LOT 11 Roof
Runoff = 0.69 cfs @ 12.09 hrs, Volume= 2,310 cf, Depth= 9.24"
Routed to Pond 2P : Subsurface Infiltration Basin 1
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.3402.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 474 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.01
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.02
10.001.880.001.650.03
12.004.540.004.310.43
14.007.600.007.360.03
16.008.250.008.010.02
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.01
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 475 ===== ## Summary for Pond 2P: Subsurface Infiltration Basin 1
Inflow Area =73,567 sf,27.76% Impervious,Inflow Depth =3.64" for 100 YR-C event
Inflow =2.01 cfs @12.36 hrs,Volume=22,343 cf
Outflow =0.57 cfs @12.04 hrs,Volume=22,343 cf, Atten= 72%, Lag= 0.0 min
Discarded =0.57 cfs @12.04 hrs,Volume=22,343 cf
Primary =0.00 cfs @0.00 hrs,Volume=0 cf
Routed to Link 32L : POA1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 89.07' @ 13.63 hrs Surf.Area= 2,475 sf Storage= 2,711 cf
Plug-Flow detention time= 22.7 min calculated for 22,340 cf (100% of inflow)
Center-of-Mass det. time= 22.7 min ( 1,037.0 - 1,014.3 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'4,349 cf27.50'W x 90.00'L x 6.00'H Field A
#2A87.50'3,188 cf14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids
ADS N-12 36" x 20 Inside #1
Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf
Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf
20 Chambers in 5 Rows
24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
7,536 cfTotal Available Storage
## Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 92.59' 48.0" x 48.0" Horiz. Grate C= 0.600 #2 Device 1 88.00' 12.0" Round Culvert L= 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168'/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf #3 Discarded 87.00' 10.000 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.57 cfs @ 12.04 hrs HW=87.07' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.57 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=87.00' TW=0.00' (Dynamic Tailwater) 1=Grate ( Controls 0.00 cfs) 2=Culvert ( Controls 0.00 cfs) Pond 2P: Subsurface Infiltration Basin 1
Pond 2P: Subsurface Infiltration Basin 1Grate
Culvert Exfiltration
===== PAGE 476 ===== ## Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 477 =====
Pond 2P: Subsurface Infiltration Basin 1
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
Pond 2P: Subsurface Infiltration Basin 1
Image
===== PAGE 478 =====
Pond 2P: Subsurface Infiltration Basin 1
Stage-Area-Storage
Image
===== PAGE 479 =====
Hydrograph for Pond 2P: Subsurface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00087.000.000.000.00
2.000.01087.000.010.010.00
4.000.01087.000.010.010.00
6.000.01087.000.010.010.00
8.000.02087.000.020.020.00
10.000.12287.000.120.120.00
12.000.662687.030.570.570.00
14.000.472,63689.030.570.570.00
16.000.341,18288.150.570.570.00
18.000.31587.010.310.310.00
20.000.28587.000.280.280.00
22.000.25487.000.250.250.00
24.000.21487.000.210.210.00
26.000.15387.000.150.150.00
28.000.08187.000.080.080.00
30.000.02087.000.020.020.00
32.000.01087.000.010.010.00
34.000.00087.000.000.000.00
36.000.00087.000.000.000.00
38.000.00087.000.000.000.00
40.000.00087.000.000.000.00
42.000.00087.000.000.000.00
44.000.00087.000.000.000.00
46.000.00087.000.000.000.00
48.000.00087.000.000.000.00
50.000.00087.000.000.000.00
52.000.00087.000.000.000.00
54.000.00087.000.000.000.00
56.000.00087.000.000.000.00
58.000.00087.000.000.000.00
60.000.00087.000.000.000.00
62.000.00087.000.000.000.00
64.000.00087.000.000.000.00
66.000.00087.000.000.000.00
68.000.00087.000.000.000.00
70.000.00087.000.000.000.00
72.000.00087.000.000.000.00
===== PAGE 480 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
87.000.000.000.00
87.100.570.570.00
87.200.570.570.00
87.300.570.570.00
87.400.570.570.00
87.500.570.570.00
87.600.570.570.00
87.700.570.570.00
87.800.570.570.00
87.900.570.570.00
88.000.570.570.00
88.100.570.570.00
88.200.570.570.00
88.300.570.570.00
88.400.570.570.00
88.500.570.570.00
88.600.570.570.00
88.700.570.570.00
88.800.570.570.00
88.900.570.570.00
89.000.570.570.00
89.100.570.570.00
89.200.570.570.00
89.300.570.570.00
89.400.570.570.00
89.500.570.570.00
89.600.570.570.00
89.700.570.570.00
89.800.570.570.00
89.900.570.570.00
90.000.570.570.00
90.100.570.570.00
90.200.570.570.00
90.300.570.570.00
90.400.570.570.00
90.500.570.570.00
90.600.570.570.00
90.700.570.570.00
90.800.570.570.00
90.900.570.570.00
91.000.570.570.00
91.100.570.570.00
91.200.570.570.00
91.300.570.570.00
91.400.570.570.00
91.500.570.570.00
91.600.570.570.00
91.700.570.570.00
91.800.570.570.00
91.900.570.570.00
92.000.570.570.00
92.100.570.570.00
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
92.200.570.570.00
92.300.570.570.00
92.400.570.570.00
92.500.570.570.00
92.600.630.570.05
92.701.540.570.97
92.801.910.571.33
92.902.190.571.62
93.002.440.571.86
===== PAGE 481 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
87.002,4750
87.102,47599
87.202,475198
87.302,475297
87.402,475396
87.502,475495
87.602,475581
87.702,475657
87.802,475739
87.902,475852
88.002,475980
88.102,4751,118
88.202,4751,264
88.302,4751,416
88.402,4751,573
88.502,4751,735
88.602,4751,900
88.702,4752,069
88.802,4752,240
88.902,4752,412
89.002,4752,587
89.102,4752,762
89.202,4752,938
89.302,4753,114
89.402,4753,290
89.502,4753,465
89.602,4753,639
89.702,4753,812
89.802,4753,983
89.902,4754,151
90.002,4754,316
90.102,4754,478
90.202,4754,636
90.302,4754,788
90.402,4754,934
90.502,4755,072
90.602,4755,200
90.702,4755,313
90.802,4755,395
90.902,4755,470
91.002,4755,556
91.102,4755,655
91.202,4755,754
91.302,4755,853
91.402,4755,952
91.502,4756,051
91.602,4756,150
91.702,4756,249
91.802,4756,348
91.902,4756,447
92.002,4756,546
92.102,4756,645
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
92.202,4756,744
92.302,4756,843
92.402,4756,942
92.502,4757,041
92.602,4757,140
92.702,4757,239
92.802,4757,338
92.902,4757,437
93.002,4757,536
===== PAGE 482 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 3.66" for 100 YR-C event Inflow = 4.20 cfs @ 12.11 hrs, Volume = 21,540 cf Outflow = 1.89 cfs @ 12.36 hrs, Volume = 20,033 cf, Atten = 55%, Lag = 15.2 min Primary = 1.89 cfs @ 12.36 hrs, Volume = 20,033 cf Routed to Pond 2P: Subsurface Infiltration Basin 1 Routed to Pond 2P : Subsurface Infiltration Basin 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.10' @ 12.36 hrs Surf.Area= 1,500 sf Storage= 7,644 cf Plug-Flow detention time= 277.7 min calculated for 20,030 cf (93% of inflow) Center-of-Mass det. time= 237.6 min (1,046.5 - 808.9)
VolumeInvertAvail.StorageStorage Description
#190.00'8,250 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
90.001,50000
95.501,5008,2508,250
DeviceRoutingInvertOutlet Devices
#1Device 391.00'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 395.00'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary87.48'12.0" Round Culvert\n L = 28.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 87.48'/87.00' $ S = 0.0171 #x27;/ #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf
Primary OutFlow Max=1.88 cfs @ 12.36 hrs HW=95.10' TW=87.34' (Dynamic Tailwater)\n3=Culvert (Passes 1.88 cfs of 12.03 cfs potential flow)\n1=Orifice (Orifice Controls 0.33 cfs @ 9.62 fps)\n2=Grate (Weir Controls 1.55 cfs @ 1.01 fps)
Pond 5P: BIORETENTION BASIN 1A\nOrifice
Image
===== PAGE 483 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 484 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 485 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.0412190.080.00
4.000.0544690.300.00
6.000.0686790.580.00
8.000.101,45190.970.00
10.000.182,06091.370.09
12.002.364,52893.020.23
14.000.447,52695.020.44
16.000.247,30094.870.32
18.000.176,57494.380.30
20.000.145,65293.770.27
22.000.134,80893.210.24
24.000.114,04492.700.21
26.000.002,85491.900.15
28.000.002,03191.350.08
30.000.001,67091.110.02
32.000.001,58691.060.01
34.000.001,55691.040.00
36.000.001,54191.030.00
38.000.001,53391.020.00
40.000.001,52791.020.00
42.000.001,52391.020.00
44.000.001,52091.010.00
46.000.001,51891.010.00
48.000.001,51691.010.00
50.000.001,51491.010.00
52.000.001,51391.010.00
54.000.001,51291.010.00
56.000.001,51191.010.00
58.000.001,51091.010.00
60.000.001,51091.010.00
62.000.001,50991.010.00
64.000.001,50991.010.00
66.000.001,50891.010.00
68.000.001,50891.010.00
70.000.001,50791.000.00
72.000.001,50791.000.00
===== PAGE 486 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.28
95.4512.32
95.5012.36
===== PAGE 487 ===== ## Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 488 ===== ## Summary for Pond 6P: BIORENTION BASIN 2A Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 1.83" for 100 YR-C event Inflow = 0.49 cfs @ 12.19 hrs, Volume= 2,863 cf Outflow = 0.49 cfs @ 12.19 hrs, Volume= 2,817 cf, Atten= 0%, Lag= 0.0 min Primary = 0.49 cfs @ 12.19 hrs, Volume= 2,817 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.54' @ 12.19 hrs Surf.Area= 240 sf Storage= 178 cf Plug-Flow detention time= 22.1 min calculated for 2,817 cf (98% of inflow) Center-of-Mass det. time= 13.4 min ( 930.6 - 917.2 )
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'2.5" Vert. Orifice C= 0.600Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary91.80'12.0" Round Culvert L= 30.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.49 cfs @ 12.19 hrs HW=95.54' TW=93.01' (Dynamic Tailwater) 3=Culvert (Passes 0.49 cfs of 7.07 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.83 fps) 2=Grate (Weir Controls 0.36 cfs @ 0.62 fps)
Image
Image
Culvert ===== PAGE 489 =====
Pond 6P: BIORENTION BASIN 2A
Image
Pond 6P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 490 =====
Pond 6P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 491 =====
Hydrograph for Pond 6P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00094.300.00
4.000.00094.300.00
6.000.00094.300.00
8.000.00094.300.00
10.000.00094.300.00
12.000.113794.710.00
14.000.0812495.290.10
16.000.057394.990.05
18.000.036794.950.04
20.000.036594.940.03
22.000.036394.930.03
24.000.026294.920.02
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 492 =====
Stage-Discharge for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.69
94.720.0095.240.1095.767.09
94.730.0095.250.1095.777.49
94.740.0095.260.1095.787.88
94.750.0095.270.1095.797.89
94.760.0095.280.1095.807.90
94.770.0095.290.1095.817.92
94.780.0095.300.1095.827.93
94.790.0095.310.1095.837.94
94.800.0095.320.1195.847.95
94.810.0095.330.1195.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 493 =====
Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 494 =====
Pond 8P: INFILTRATION BASIN 3Grate
Cuffieat
Exfiltration
VolumeInvertAvail.StorageStorage Description
#190.75'4,888 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.75 95.001,150 1,1500 4,8880 4,888
DeviceRoutingInvertOutlet Devices
#1Device 392.75'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary92.75'12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded90.75'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.27 cfs @ 11.94 hrs HW=90.80' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.27 cfs)
Primary OutFlow Max=0.07 cfs @ 13.49 hrs HW=93.06' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.07 cfs of 0.37 cfs potential flow) 1=Orifice (Orifice Controls 0.07 cfs @ 2.18 fps) 2=Grate ( Controls 0.00 cfs)
# Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 327 ## Summary for Pond 8P: INFILTRATION BASIN 3
Inflow Area =38,333 sf,22.73% Impervious,Inflow Depth = 3.49" for 100 YR-C event
Inflow =1.59 cfs @12.15 hrs,11,133 cf
Outflow =0.34 cfs @13.49 hrs,11,133 cf,Atten= 79%, Lag= 80.4 min
Discarded =0.27 cfs @11.94 hrs,10,720 cf
Primary =0.07 cfs @13.49 hrs,413 cf
Routed to Link 34L : POA 3
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.06' @ 13.49 hrs Surf.Area= 1,150 sf Storage= 2,655 cf Plug-Flow detention time=77.2 min calculated for 11,133 cf (100% of inflow) Center-of-Mass det. time=77.2 min (944.1 - 866.9) ===== PAGE 495 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 496 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 497 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00090.750.000.000.00
2.000.00090.750.000.000.00
4.000.02190.750.020.020.00
6.000.03190.750.030.030.00
8.000.04290.750.040.040.00
10.000.06390.750.060.060.00
12.000.7613790.870.270.270.00
14.000.272,59493.010.330.270.06
16.000.192,17192.640.270.270.00
18.000.121,38691.960.270.270.00
20.000.0818090.910.270.270.00
22.000.07390.750.070.070.00
24.000.06390.750.060.060.00
26.000.01090.750.010.010.00
28.000.00090.750.000.000.00
30.000.00090.750.000.000.00
32.000.00090.750.000.000.00
34.000.00090.750.000.000.00
36.000.00090.750.000.000.00
38.000.00090.750.000.000.00
40.000.00090.750.000.000.00
42.000.00090.750.000.000.00
44.000.00090.750.000.000.00
46.000.00090.750.000.000.00
48.000.00090.750.000.000.00
50.000.00090.750.000.000.00
52.000.00090.750.000.000.00
54.000.00090.750.000.000.00
56.000.00090.750.000.000.00
58.000.00090.750.000.000.00
60.000.00090.750.000.000.00
62.000.00090.750.000.000.00
64.000.00090.750.000.000.00
66.000.00090.750.000.000.00
68.000.00090.750.000.000.00
70.000.00090.750.000.000.00
72.000.00090.750.000.000.00
===== PAGE 498 =====
Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
90.750.000.000.0093.350.380.270.12
90.800.270.270.0093.400.390.270.12
90.850.270.270.0093.450.390.270.13
90.900.270.270.0093.500.400.270.13
90.950.270.270.0093.550.400.270.14
91.000.270.270.0093.600.410.270.14
91.050.270.270.0093.650.410.270.15
91.100.270.270.0093.700.420.270.15
91.150.270.270.0093.750.420.270.16
91.200.270.270.0093.800.430.270.16
91.250.270.270.0093.850.430.270.16
91.300.270.270.0093.900.430.270.17
91.350.270.270.0093.950.440.270.17
91.400.270.270.0094.000.440.270.18
91.450.270.270.0094.050.450.270.18
91.500.270.270.0094.100.450.270.18
91.550.270.270.0094.150.450.270.19
91.600.270.270.0094.200.460.270.19
91.650.270.270.0094.250.460.270.19
91.700.270.270.0094.300.460.270.20
91.750.270.270.0094.350.470.270.20
91.800.270.270.0094.400.470.270.20
91.850.270.270.0094.450.470.270.21
91.900.270.270.0094.500.480.270.21
91.950.270.270.0094.551.060.270.80
92.000.270.270.0094.602.140.271.87
92.050.270.270.0094.653.530.273.26
92.100.270.270.0094.705.170.274.90
92.150.270.270.0094.755.880.275.61
92.200.270.270.0094.806.000.275.74
92.250.270.270.0094.856.130.275.86
92.300.270.270.0094.906.250.275.98
92.350.270.270.0094.956.370.276.10
92.400.270.270.0095.006.480.276.22
92.450.270.270.00
92.500.270.270.00
92.550.270.270.00
92.600.270.270.00
92.650.270.270.00
92.700.270.270.00
92.750.270.270.00
92.800.270.270.00
92.850.280.270.02
92.900.300.270.03
92.950.320.270.05
93.000.330.270.06
93.050.340.270.07
93.100.350.270.08
93.150.360.270.09
93.200.360.270.10
93.250.370.270.10
93.300.380.270.11
===== PAGE 499 ===== Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 332
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 500 ===== ## Summary for Pond 10P: PERVIOUS PAVEMENT 2B Intflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 1.57 cfs @ 12.12 hrs, Volume= 6,372 cf Outflow = 1.44 cfs @ 12.15 hrs, Volume= 6,368 cf, Atten= 8%, Lag= 1.6 min Primary = 1.44 cfs @ 12.15 hrs, Volume= 6,368 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.88' @ 12.15 hrs Surf.Area= 9,225 sf Storage= 1,105 cf Plug-Flow detention time= 72.2 min calculated for 6,367 cf (100% of inflow) Center-of-Mass det. time= 72.1 min ( 813.0 - 741.0 )
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=1.44 cfs @ 12.15 hrs HW=94.88' TW=92.80' (Dynamic Tailwater) 3=Culvert (Passes 1.44 cfs of 6.34 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.77 fps) 2=Grate (Weir Controls 1.28 cfs @ 0.95 fps) ===== PAGE 501 ===== Grate Pond 10P: PERVIOUS PAVEMENT:2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Hydrograph
Image
Flow (cfs)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 502 =====
Pond 10P: PERVIOUS PAVEMENT 2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 503 =====
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.025093.840.00
4.000.0212693.900.02
6.000.0315993.930.03
8.000.0520093.960.04
10.000.0828594.030.06
12.000.9098894.850.68
14.000.0978794.670.13
16.000.0547994.190.09
18.000.0326594.020.05
20.000.0317993.950.03
22.000.0215693.930.03
24.000.0214193.910.02
26.000.006593.850.01
28.000.004193.830.00
30.000.002993.820.00
32.000.002393.820.00
34.000.001993.820.00
36.000.001693.810.00
38.000.001493.810.00
40.000.001293.810.00
42.000.001193.810.00
44.000.001093.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00893.810.00
52.000.00793.810.00
54.000.00793.810.00
56.000.00693.810.00
58.000.00693.800.00
60.000.00693.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00593.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 504 =====
Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 505 ===== ## Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 506 ===== ## Summary for Pond 15P: PERVIOUS PAVEMENT 3B Intflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 1.65 cfs @ 12.12 hrs, Volume= 6,708 cf Outflow = 1.53 cfs @ 12.15 hrs, Volume= 6,704 cf, Atten= 7%, Lag= 1.5 min Primary = 1.53 cfs @ 12.15 hrs, Volume= 6,704 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.89' @ 12.15 hrs Surf.Area= 8,889 sf Storage= 1,076 cf Plug-Flow detention time= 66.6 min calculated for 6,703 cf (100% of inflow) Center-of-Mass det. time= 66.5 min ( 807.5 - 741.0 )
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=1.53 cfs @ 12.15 hrs HW=94.89' TW=91.28' (Dynamic Tailwater) 3=Culvert (Passes 1.53 cfs of 7.25 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.78 fps) 2=Grate (Weir Controls 1.37 cfs @ 0.97 fps) ===== PAGE 507 =====
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 508 =====
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 509 =====
Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.025393.840.00
4.000.0312793.910.02
6.000.0315893.930.03
8.000.0520093.970.04
10.000.0929094.040.06
12.000.9596594.850.76
14.000.0973094.610.14
16.000.0544894.180.09
18.000.0325594.020.05
20.000.0317693.950.03
22.000.0315493.930.03
24.000.0213993.920.02
26.000.006293.850.01
28.000.003893.830.00
30.000.002893.820.00
32.000.002293.820.00
34.000.001893.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 510 =====
Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 511 ===== ## Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 512 ===== Pond 33P: INFILTRATION BASIN 2 Exfiltration Orfivet Grate
VolumeInvertAvail.StorageStorage Description
#191.65'4,378 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
91.6552000
92.00651205205
93.001,0948731,077
94.001,6291,3622,439
95.002,2491,9394,378
DeviceRoutingInvertOutlet Devices
#1Device 393.65'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.70'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary93.65'12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded91.65'4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.20 cfs @ 13.23 hrs HW=94.12' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.20 cfs)
Primary OutFlow Max=0.10 cfs @ 13.23 hrs HW=94.12' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.10 cfs of 0.76 cfs potential flow) 1=Orifice (Orifice Controls 0.10 cfs @ 2.92 fps) 2=Grate ( Controls 0.00 cfs)
# Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 345 ## Summary for Pond 33P: INFILTRATION BASIN 2
Inflow Area =27,007 sf,30.65% Impervious,Inflow Depth = 4.08" for 100 YR-C event
Inflow =1.85 cfs @12.18 hrs,Volume= 9,185 cf
Outflow =0.29 cfs @13.23 hrs,Volume= 9,185 cf,Atten= 84%, Lag= 62.8 min
Discarded =0.20 cfs @13.23 hrs,Volume= 8,204 cf
Primary =0.10 cfs @13.23 hrs,Volume= 981 cf
Routed to Link 33L : POA 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.12' @ 13.23 hrs Surf.Area= 1,704 sf Storage= 2,640 cf Plug-Flow detention time= 125.5 min calculated for 9,185 cf (100% of inflow) Center-of-Mass det. time= 125.5 min ( 974.6 - 849.1 )
Image
===== PAGE 513 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 514 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 515 =====
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00091.650.000.000.00
2.000.00091.650.000.000.00
4.000.02291.650.020.020.00
6.000.03291.650.030.030.00
8.000.04391.660.040.040.00
10.000.06591.660.060.060.00
12.000.6831792.160.080.080.00
14.000.232,54694.070.280.190.09
16.000.142,05993.760.190.170.02
18.000.091,67593.490.160.160.00
20.000.061,17693.090.130.130.00
22.000.0573492.660.110.110.00
24.000.0438392.250.090.090.00
26.000.01091.650.010.010.00
28.000.00091.650.000.000.00
30.000.00091.650.000.000.00
32.000.00091.650.000.000.00
34.000.00091.650.000.000.00
36.000.00091.650.000.000.00
38.000.00091.650.000.000.00
40.000.00091.650.000.000.00
42.000.00091.650.000.000.00
44.000.00091.650.000.000.00
46.000.00091.650.000.000.00
48.000.00091.650.000.000.00
50.000.00091.650.000.000.00
52.000.00091.650.000.000.00
54.000.00091.650.000.000.00
56.000.00091.650.000.000.00
58.000.00091.650.000.000.00
60.000.00091.650.000.000.00
62.000.00091.650.000.000.00
64.000.00091.650.000.000.00
66.000.00091.650.000.000.00
68.000.00091.650.000.000.00
70.000.00091.650.000.000.00
72.000.00091.650.000.000.00
===== PAGE 516 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
91.650.000.000.0094.250.320.200.12
91.700.060.060.0094.300.330.210.12
91.750.060.060.0094.350.340.210.13
91.800.070.070.0094.400.350.220.13
91.850.070.070.0094.450.360.220.14
91.900.070.070.0094.500.360.220.14
91.950.070.070.0094.550.370.230.15
92.000.070.070.0094.600.380.230.15
92.050.080.080.0094.650.390.230.16
92.100.080.080.0094.700.400.240.16
92.150.080.080.0094.750.990.240.75
92.200.080.080.0094.802.070.241.82
92.250.090.090.0094.853.460.253.21
92.300.090.090.0094.903.580.253.33
92.350.090.090.0094.953.670.253.41
92.400.090.090.0095.003.720.263.46
92.450.100.100.00
92.500.100.100.00
92.550.100.100.00
92.600.110.110.00
92.650.110.110.00
92.700.110.110.00
92.750.110.110.00
92.800.120.120.00
92.850.120.120.00
92.900.120.120.00
92.950.120.120.00
93.000.130.130.00
93.050.130.130.00
93.100.130.130.00
93.150.130.130.00
93.200.140.140.00
93.250.140.140.00
93.300.140.140.00
93.350.150.150.00
93.400.150.150.00
93.450.150.150.00
93.500.160.160.00
93.550.160.160.00
93.600.160.160.00
93.650.170.170.00
93.700.170.170.00
93.750.190.170.02
93.800.210.170.03
93.850.230.180.05
93.900.240.180.06
93.950.260.180.07
94.000.270.190.08
94.050.280.190.09
94.100.290.190.10
94.150.300.200.10
94.200.310.200.11
===== PAGE 517 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 518 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 1.83" for 100 YR-C event Inflow = 0.66 cfs @ 12.24 hrs, Volume = 4,528 cf Outflow = 0.60 cfs @ 12.38 hrs, Volume = 4,429 cf, Atten = 10%, Lag = 8.4 min Primary = 0.60 cfs @ 12.38 hrs, Volume = 4,429 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.54' @ 12.38 hrs Surf.Area= 907 sf Storage= 532 cf Plug-Flow detention time= 46.6 min calculated for 4,428 cf (98% of inflow) Center-of-Mass det. time= 35.2 min ( 956.8 - 921.5 )
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary90.80'12.0" Round Culvert L= 11.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.60 cfs @ 12.38 hrs HW=94.54' TW=92.01' (Dynamic Tailwater) 3=Culvert (Passes 0.60 cfs of 7.52 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.85 fps) 2=Grate (Weir Controls 0.47 cfs @ 0.68 fps)
Image
Pond 42P: BIORENTION BASIN 3A Grate Orifice
Image
Culvert ===== PAGE 519 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Stage-Discharge
Image
===== PAGE 520 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 521 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00093.300.00
4.000.00093.300.00
6.000.00093.300.00
8.000.00093.300.00
10.000.00093.300.00
12.000.123993.570.00
14.000.1349794.500.14
16.000.0835194.320.11
18.000.0620894.080.07
20.000.0517093.990.05
22.000.0416293.970.04
24.000.0415593.960.04
26.000.0010893.830.00
28.000.0010393.810.00
30.000.0010293.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.0010093.800.00
===== PAGE 522 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 523 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 524 ===== ## Summary for Link 32L: POA1
Inflow Area =73,567 sf,27.76% Impervious,Inflow Depth = 0.00" for 100 YR-C event
Inflow =0.00 cfs @0.00 hrs, Volume=0 cf
Primary =0.00 cfs @0.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Hydrograph Flow (cfs)
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 525 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.000.000.00
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 526 ===== ## Summary for Link 33L: POA 2 Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 0.44" for 100 YR-C event Inflow = 0.10 cfs @ 13.23 hrs, Volume = 981 cf Primary = 0.10 cfs @ 13.23 hrs, Volume = 981 cf, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Image
===== PAGE 527 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.100.000.10
14.000.090.000.09
15.000.070.000.07
16.000.020.000.02
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 528 ===== ## Summary for Link 34L: POA 3 Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.13" for 100 YR-C event Inflow = 0.07 cfs @ 13.49 hrs, Volume = 413 cf Primary = 0.07 cfs @ 13.49 hrs, Volume = 413 cf, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Image
===== PAGE 529 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.050.000.05
14.000.060.000.06
15.000.010.000.01
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 530 =====
Runoff by SCS 1K-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: DA-P1 PERVOUSRunoff Area=1,220 ac 0.00% Impervious Runoff Depth=2.87" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=1.88 cfs 12,697 cf
Subcatchment3S: DA-P3 PERVOUSRunoff Area=0.680 ac 0.00% Impervious Runoff Depth=2.87" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=1.18 cfs 7,077 cf
Subcatchment4S: DA-P2 PERVOUSRunoff Area=0.430 ac 0.00% Impervious Runoff Depth=2.87" Flow Length=168' Slope=0.0300 /' Tc=8.7 min CN=39/0 Runoff=0.86 cfs 4,475 cf
Subcatchment6S: DA-P3 IMPERVOUSRunoff Area=0.200 ac 100.00% Impervious Runoff Depth=11.17" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.98 cfs 8,108 cf
Subcatchment7S: DA-P2 IMPERVOUSRunoff Area=0.190 ac 100.00% Impervious Runoff Depth=11.17" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.89 cfs 7,703 cf
Subcatchment8S: DA-P1 IMPERVOUSRunoff Area=0.400 ac 100.00% Impervious Runoff Depth=11.17" Flow Length=372' Slope=0.0200 /' Tc=2.5 min CN=0/98 Runoff=4.49 cfs 16,217 cf
Subcatchment14S: LOT 11 RoofRunoff Area=3,000 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.83 cfs 2,792 cf
Pond 2P: Subsurface Infiltration Basin 1Peak Elev=92.62' Storage=7,159 cf Inflow=4.40 cfs 30,199 cf Discarded=0.57 cfs 29,874 cf Primary=0.25 cfs 325 cf Outflow=0.82 cfs 30,199 cf
Pond 5P: BIORETENTIONBASIN 1APeak Elev=95.17' Storage=7,760 cf Inflow=5.50 cfs 28,914 cf Outflow=4.12 cfs 27,407 cf
Pond 6P: BIORETENTIONBASIN 2APeak Elev=95.56' Storage=183 cf Inflow=0.86 cfs 4,475 cf Outflow=0.86 cfs 4,428 cf
Pond 8P: INFILTRATIONBASIN 3Peak Elev=94.40' Storage=4,201 cf Inflow=2.66 cfs 15,082 cf Discarded=0.27 cfs 12,583 cf Primary=0.20 cfs 2,499 cf Outflow=0.47 cfs 15,082 cf
Pond 10P: PERVIOUS PAVEMENT2BPeak Elev=94.90' Storage=1,145 cf Inflow=1.89 cfs 7,703 cf Outflow=1.76 cfs 7,699 cf
Pond 15P: PERVIOUS PAVEMENT3BPeak Elev=94.90' Storage=1,116 cf Inflow=1.98 cfs 8,108 cf Outflow=1.86 cfs 8,105 cf
Pond 33P: INFILTRATIONBASIN 2Peak Elev=94.71' Storage=3,760 cf Inflow=2.57 cfs 12,127 cf Discarded=0.24 cfs 9,837 cf Primary=0.25 cfs 2,290 cf Outflow=0.48 cfs 12,127 cf
Pond 42P: BIORENTION BASIN 3APeak Elev=94.57' Storage=560 cf Inflow=1.18 cfs 7,077 cf Outflow=1.17 cfs 6,978 cf
Link 32L: POA1Inflow=0.25 cfs 325 cf Primary=0.25 cfs 325 cf
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 531 ===== Link 33L: POA 2 Link 34L: POA 3 Total Runoff Area = 138,907 sf Runoff Volume = 59,070 cf Average Runoff Depth = 5.10" 73.07% Pervious = 101,495 sf 26.93% Impervious = 37,412 sf ===== PAGE 532 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 1.88 cfs @ 12.27 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 12,697 cf, Depth= 2.87" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Image
===== PAGE 533 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.000.00
4.000.600.000.000.00
6.000.970.000.000.00
8.001.480.000.000.00
10.002.260.000.000.00
12.005.470.300.000.45
14.009.151.670.000.37
16.009.932.060.000.20
18.0010.442.330.000.14
20.0010.812.530.000.12
22.0011.142.710.000.11
24.0011.412.870.000.09
26.0011.412.870.000.00
28.0011.412.870.000.00
30.0011.412.870.000.00
32.0011.412.870.000.00
34.0011.412.870.000.00
36.0011.412.870.000.00
38.0011.412.870.000.00
40.0011.412.870.000.00
42.0011.412.870.000.00
44.0011.412.870.000.00
46.0011.412.870.000.00
48.0011.412.870.000.00
50.0011.412.870.000.00
52.0011.412.870.000.00
54.0011.412.870.000.00
56.0011.412.870.000.00
58.0011.412.870.000.00
60.0011.412.870.000.00
62.0011.412.870.000.00
64.0011.412.870.000.00
66.0011.412.870.000.00
68.0011.412.870.000.00
70.0011.412.870.000.00
72.0011.412.870.000.00
===== PAGE 534 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 1.18 cfs @ 12.22 hrs, Volume= 7,077 cf, Depth= 2.87" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Subcatchment 3S: DA-P3 PERVIOUS
Subcatchment 3S: DA-P3 PERVIOUS
Image
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 535 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.000.00
4.000.600.000.000.00
6.000.970.000.000.00
8.001.480.000.000.00
10.002.260.000.000.00
12.005.470.300.000.32
14.009.151.670.000.20
16.009.932.060.000.11
18.0010.442.330.000.08
20.0010.812.530.000.07
22.0011.142.710.000.06
24.0011.412.870.000.05
26.0011.412.870.000.00
28.0011.412.870.000.00
30.0011.412.870.000.00
32.0011.412.870.000.00
34.0011.412.870.000.00
36.0011.412.870.000.00
38.0011.412.870.000.00
40.0011.412.870.000.00
42.0011.412.870.000.00
44.0011.412.870.000.00
46.0011.412.870.000.00
48.0011.412.870.000.00
50.0011.412.870.000.00
52.0011.412.870.000.00
54.0011.412.870.000.00
56.0011.412.870.000.00
58.0011.412.870.000.00
60.0011.412.870.000.00
62.0011.412.870.000.00
64.0011.412.870.000.00
66.0011.412.870.000.00
68.0011.412.870.000.00
70.0011.412.870.000.00
72.0011.412.870.000.00
===== PAGE 536 ===== ## Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.86 cfs @ 12.18 hrs, Volume= Routed to Pond 6P : BIORENTION BASIN 2A 4,475 cf, Depth= 2.87" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Densen= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 537 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.000.00
4.000.600.000.000.00
6.000.970.000.000.00
8.001.480.000.000.00
10.002.260.000.000.00
12.005.470.300.000.27
14.009.151.670.000.12
16.009.932.060.000.07
18.0010.442.330.000.05
20.0010.812.530.000.04
22.0011.142.710.000.04
24.0011.412.870.000.03
26.0011.412.870.000.00
28.0011.412.870.000.00
30.0011.412.870.000.00
32.0011.412.870.000.00
34.0011.412.870.000.00
36.0011.412.870.000.00
38.0011.412.870.000.00
40.0011.412.870.000.00
42.0011.412.870.000.00
44.0011.412.870.000.00
46.0011.412.870.000.00
48.0011.412.870.000.00
50.0011.412.870.000.00
52.0011.412.870.000.00
54.0011.412.870.000.00
56.0011.412.870.000.00
58.0011.412.870.000.00
60.0011.412.870.000.00
62.0011.412.870.000.00
64.0011.412.870.000.00
66.0011.412.870.000.00
68.0011.412.870.000.00
70.0011.412.870.000.00
72.0011.412.870.000.00
===== PAGE 538 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 1.98 cfs @ 12.12 hrs, Volume= Routed to Pond 15P : PERVIOUS PAVEMENT 3B 8,108 cf, Depth=11.17" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 539 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.02
4.000.600.000.410.03
6.000.970.000.770.04
8.001.480.001.260.06
10.002.260.002.030.10
12.005.470.005.231.14
14.009.150.008.910.11
16.009.930.009.690.06
18.0010.440.0010.190.04
20.0010.810.0010.570.04
22.0011.140.0010.890.03
24.0011.410.0011.170.03
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 540 ===== # Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 1.89 cfs @ 12.12 hrs, Volume= Routed to Pond 10P : PERVIOUS PAVEMENT 2B 7,703 cf, Depth=11.17" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow,
0.81370.02002.87Grass: Short n= 0.150 P2= 3.42"
Shallow Concentrated Flow,
Paved Kv= 20.3 fps
4.3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Subcatchment 7S: DA-P2 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 541 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.02
4.000.600.000.410.03
6.000.970.000.770.04
8.001.480.001.260.06
10.002.260.002.030.10
12.005.470.005.231.08
14.009.150.008.910.11
16.009.930.009.690.06
18.0010.440.0010.190.04
20.0010.810.0010.570.03
22.0011.140.0010.890.03
24.0011.410.0011.170.02
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 542 ===== ## Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 4.49 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 16,217 cf, Depth=11.17" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 543 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.05
4.000.600.000.410.07
6.000.970.000.770.08
8.001.480.001.260.12
10.002.260.002.030.21
12.005.470.005.232.65
14.009.150.008.910.22
16.009.930.009.690.12
18.0010.440.0010.190.08
20.0010.810.0010.570.07
22.0011.140.0010.890.06
24.0011.410.0011.170.05
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 544 ===== ## Summary for Subcatchment 14S: LOT 11 Roof
Runoff = 0.83 cfs @ 12.09 hrs, Volume= 2,792 cf, Depth=11.17"
Routed to Pond 2P : Subsurface Infiltration Basin 1
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.3402.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
Runoff ===== PAGE 545 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.01
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.02
10.002.260.002.030.04
12.005.470.005.230.52
14.009.150.008.910.04
16.009.930.009.690.02
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 546 ===== ## Summary for Pond 2P: Subsurface Infiltration Basin 1
Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 4.93" for 100 YR-F event
Inflow = 4.40 cfs @ 12.18 hrs, Volume= 30,199 cf
Outflow = 0.82 cfs @ 13.56 hrs, Volume= 30,199 cf, Atten= 81%, Lag= 82.7 min
Discarded = 0.57 cfs @ 12.00 hrs, Volume= 29,874 cf
Primary = 0.25 cfs @ 13.56 hrs, Volume= 325 cf
Routed to Link 32L : POA1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 92.62' @ 13.56 hrs Surf.Area= 2,475 sf Storage= 7,159 cf
Plug-Flow detention time= 92.0 min calculated for 30,195 cf (100% of inflow)
Center-of-Mass det. time= 92.0 min ( 1,079.3 - 987.3 )
Volume Invert Avail.Storage Storage Description
#1A 87.00'4,349 cf27.50"W x 90.00"L x 6.00"H Field A 14,850 cf Overall - 3,979 cf Embedded = 10,871 cf x 40.0% Voids
#2A 87.50'3,188 cfADS N-12 36" x 20 Inside #1 Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00"L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00"L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
7,536 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Primary 92.59' 48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#2 Device 1 88.00' 12.0" Round Culvert L= 119.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#3 Discarded 87.00' 10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.57 cfs @ 12.00 hrs HW=87.07' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.57 cfs)
Primary OutFlow Max=0.25 cfs @ 13.56 hrs HW=92.62' TW=0.00' (Dynamic Tailwater) 1=Grate (Weir Controls 0.25 cfs @ 0.55 fps) 2=Culvert (Passes 0.25 cfs of 0.49 cfs potential flow)
Pond 2P: Subsurface Infiltration Basin 1Grate
Culvert
Exfiltration
===== PAGE 547 ===== ## Pond 2P: Subsurface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 548 =====
Pond 2P: Subsurface Infiltration Basin 1
Image
Pond 2P: Subsurface Infiltration Basin 1
Image
===== PAGE 549 =====
Pond 2P: Subsurface Infiltration Basin 1
Stage-Area-Storage
Image
===== PAGE 550 =====
Hydrograph for Pond 2P: Subsurface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00087.000.000.000.00
2.000.01087.000.010.010.00
4.000.01087.000.010.010.00
6.000.01087.000.010.010.00
8.000.06187.000.060.060.00
10.000.14287.000.140.140.00
12.000.786587.070.570.570.00
14.000.647,14392.600.640.570.07
16.000.356,28891.740.570.570.00
18.000.334,59690.170.570.570.00
20.000.312,76389.100.570.570.00
22.000.2875687.820.570.570.00
24.000.25487.000.250.250.00
26.000.18387.000.190.190.00
28.000.12287.000.120.120.00
30.000.06187.000.060.060.00
32.000.01087.000.010.010.00
34.000.00087.000.000.000.00
36.000.00087.000.000.000.00
38.000.00087.000.000.000.00
40.000.00087.000.000.000.00
42.000.00087.000.000.000.00
44.000.00087.000.000.000.00
46.000.00087.000.000.000.00
48.000.00087.000.000.000.00
50.000.00087.000.000.000.00
52.000.00087.000.000.000.00
54.000.00087.000.000.000.00
56.000.00087.000.000.000.00
58.000.00087.000.000.000.00
60.000.00087.000.000.000.00
62.000.00087.000.000.000.00
64.000.00087.000.000.000.00
66.000.00087.000.000.000.00
68.000.00087.000.000.000.00
70.000.00087.000.000.000.00
72.000.00087.000.000.000.00
===== PAGE 551 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
87.000.000.000.00
87.100.570.570.00
87.200.570.570.00
87.300.570.570.00
87.400.570.570.00
87.500.570.570.00
87.600.570.570.00
87.700.570.570.00
87.800.570.570.00
87.900.570.570.00
88.000.570.570.00
88.100.570.570.00
88.200.570.570.00
88.300.570.570.00
88.400.570.570.00
88.500.570.570.00
88.600.570.570.00
88.700.570.570.00
88.800.570.570.00
88.900.570.570.00
89.000.570.570.00
89.100.570.570.00
89.200.570.570.00
89.300.570.570.00
89.400.570.570.00
89.500.570.570.00
89.600.570.570.00
89.700.570.570.00
89.800.570.570.00
89.900.570.570.00
90.000.570.570.00
90.100.570.570.00
90.200.570.570.00
90.300.570.570.00
90.400.570.570.00
90.500.570.570.00
90.600.570.570.00
90.700.570.570.00
90.800.570.570.00
90.900.570.570.00
91.000.570.570.00
91.100.570.570.00
91.200.570.570.00
91.300.570.570.00
91.400.570.570.00
91.500.570.570.00
91.600.570.570.00
91.700.570.570.00
91.800.570.570.00
91.900.570.570.00
92.000.570.570.00
92.100.570.570.00
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
92.200.570.570.00
92.300.570.570.00
92.400.570.570.00
92.500.570.570.00
92.600.630.570.05
92.701.540.570.97
92.801.910.571.33
92.902.190.571.62
93.002.440.571.86
===== PAGE 552 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
87.002,4750
87.102,47599
87.202,475198
87.302,475297
87.402,475396
87.502,475495
87.602,475581
87.702,475657
87.802,475739
87.902,475852
88.002,475980
88.102,4751,118
88.202,4751,264
88.302,4751,416
88.402,4751,573
88.502,4751,735
88.602,4751,900
88.702,4752,069
88.802,4752,240
88.902,4752,412
89.002,4752,587
89.102,4752,762
89.202,4752,938
89.302,4753,114
89.402,4753,290
89.502,4753,465
89.602,4753,639
89.702,4753,812
89.802,4753,983
89.902,4754,151
90.002,4754,316
90.102,4754,478
90.202,4754,636
90.302,4754,788
90.402,4754,934
90.502,4755,072
90.602,4755,200
90.702,4755,313
90.802,4755,395
90.902,4755,470
91.002,4755,556
91.102,4755,655
91.202,4755,754
91.302,4755,853
91.402,4755,952
91.502,4756,051
91.602,4756,150
91.702,4756,249
91.802,4756,348
91.902,4756,447
92.002,4756,546
92.102,4756,645
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
92.202,4756,744
92.302,4756,843
92.402,4756,942
92.502,4757,041
92.602,4757,140
92.702,4757,239
92.802,4757,338
92.902,4757,437
93.002,4757,536
===== PAGE 553 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A
Inflow Area =70,567 sf,24.69% Impervious,Inflow Depth = 4.92" for 100 YR-F event
Inflow =5.50 cfs @12.11 hrs,Volume= 28,914 cf
Outflow =4.12 cfs @12.18 hrs,Volume= 27,407 cf, Atten= 25%, Lag= 4.0 min
Primary =4.12 cfs @12.18 hrs,Volume= 27,407 cf
Routed to Bond 2B : Subsurface Infiltration Basin 1
Routed to Pond 2P : Subsurface Infiltration Basin 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.17' @ 12.18 hrs Surf.Area= 1,500 sf Storage= 7,760 cf Plug-Flow detention time= 232.3 min calculated for 27,407 cf (95% of inflow) Center-of-Mass det. time= 201.5 min (1,013.2 - 811.7)
VolumeInvertAvail.StorageStorage Description
#190.00'8,250 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
90.001,50000
95.501,5008,2508,250
DeviceRoutingInvertOutlet Devices
#1Device 391.00'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 395.00'48.0" x 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary87.48'12.0" Round Culvert\n L = 28.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 87.48'/87.00' $ S = 0.0171 #x27;/ #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79sf $
Primary OutFlow Max=4.11 cfs @ 12.18 hrs HW=95.17' TW=87.79' (Dynamic Tailwater)\n3=Culvert (Passes 4.11 cfs of 12.09 cfs potential flow)\n1=Orifice (Orifice Controls 0.33 cfs @ 9.71 fps)\n2=Grate (Weir Controls 3.78 cfs @ 1.36 fps)
Pond 5P: BIORETENTION BASIN 1A\nOrifice
Image
===== PAGE 554 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 555 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 556 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.0517090.110.00
4.000.0757890.390.00
6.000.081,09490.730.00
8.000.121,75791.170.04
10.000.212,29991.530.11
12.003.115,51393.680.26
14.000.597,55295.030.60
16.000.337,51195.010.33
18.000.237,20494.800.32
20.000.196,48594.320.29
22.000.175,74193.830.27
24.000.144,99293.330.24
26.000.003,56192.370.18
28.000.002,46291.640.12
30.000.001,82991.220.06
32.000.001,62391.080.01
34.000.001,57191.050.00
36.000.001,54991.030.00
38.000.001,53791.020.00
40.000.001,53091.020.00
42.000.001,52591.020.00
44.000.001,52291.010.00
46.000.001,51991.010.00
48.000.001,51791.010.00
50.000.001,51591.010.00
52.000.001,51491.010.00
54.000.001,51391.010.00
56.000.001,51291.010.00
58.000.001,51191.010.00
60.000.001,51091.010.00
62.000.001,51091.010.00
64.000.001,50991.010.00
66.000.001,50891.010.00
68.000.001,50891.010.00
70.000.001,50891.010.00
72.000.001,50791.000.00
===== PAGE 557 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.28
95.4512.32
95.5012.36
===== PAGE 558 ===== ## Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 559 ===== Summary for Pond 6P: BIORENTION BASIN 2A Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 2.87" for 100 YR-F event Inflow = 0.86 cfs @ 12.18 hrs, Volume= 4,475 cf Outflow = 0.86 cfs @ 12.19 hrs, Volume= 4,428 cf, Atten= 0%, Lag= 0.3 min Primary = 0.86 cfs @ 12.19 hrs, Volume= 4,428 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.56' @ 12.19 hrs Surf.Area= 243 sf Storage= 183 cf Plug-Flow detention time= 16.6 min calculated for 4,428 cf (99% of inflow) Center-of-Mass det. time= 10.7 min ( 910.6 - 899.8 )
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'2.5" Vert. Orifice C= 0.600Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary91.80'12.0" Round Culvert L= 30.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.86 cfs @ 12.19 hrs HW=95.56' TW=93.62' (Dynamic Tailwater) 3=Culvert (Passes 0.86 cfs of 6.20 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.89 fps) 2=Grate (Weir Controls 0.73 cfs @ 0.79 fps)
Image
Image
Culvert ===== PAGE 560 =====
Pond 6P: BIORENTION BASIN 2A
Image
Pond 6P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 561 =====
Pond 6P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 562 =====
Hydrograph for Pond 6P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00094.300.00
4.000.00094.300.00
6.000.00094.300.00
8.000.00094.300.00
10.000.00094.300.00
12.000.2712095.270.10
14.000.1216895.490.13
16.000.079095.100.07
18.000.057495.000.05
20.000.047094.970.04
22.000.046894.960.04
24.000.036594.940.03
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 563 =====
Stage-Discharge for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.69
94.720.0095.240.1095.767.09
94.730.0095.250.1095.777.49
94.740.0095.260.1095.787.88
94.750.0095.270.1095.797.89
94.760.0095.280.1095.807.90
94.770.0095.290.1095.817.92
94.780.0095.300.1095.827.93
94.790.0095.310.1095.837.94
94.800.0095.320.1195.847.95
94.810.0095.330.1195.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 564 =====
Stage-Area-Storage for Pond 6P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 565 =====
VolumeInvertAvail.StorageStorage Description
#190.75'4,888 cfCustom Stage Data (Prismatic) Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.751,15000
95.001,1504,8884,888
DeviceRoutingInvertOutlet Devices
#1Device 392.75'2.5" Vert. Orifice C = 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" × 48.0" Horiz. Grate C = 0.600 Limited to weir flow at low heads
#3Primary92.75'12.0" Round Culvert L = 7.0 #x27; RCP, groove end projecting, Ke=0.200 Inlet / Outlet Invert= $ 92.75'/92.65' $ S = 0.0143 #x27;/ Cc = 0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf
#4Discarded90.75'10.000 in/hr Exfiltration over Surface area Phase-In= $ 0.01' $
Discarded OutFlow Max=0.27 cfs @ 11.80 hrs HW=90.79' (Free Discharge)
4=Exfiltration (Exfiltration Controls 0.27 cfs)
Primary OutFlow Max=0.20 cfs @ 13.39 hrs HW=94.40' TW=0.00' (Dynamic Tailwater)
3=Culvert (Passes 0.20 cfs of 4.64 cfs potential flow)
1=Orifice (Orifice Controls 0.20 cfs @ 5.99 fps)
2=Grate ( Controls 0.00 cfs)
Image
Qriffied Exfiltration ===== PAGE 566 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 567 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 568 =====
Analysis - Proposed ConditionsNOAA 24-hr D100 YR-F Rainfall=11.41"
Prepared by Civil Core ConsultingPrinted12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 401
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00090.750.000.000.00
2.000.01090.750.010.010.00
4.000.03190.750.030.030.00
6.000.04290.750.040.040.00
8.000.05290.750.050.050.00
10.000.07390.750.070.070.00
12.001.0032491.030.270.270.00
14.000.334,01994.240.460.270.19
16.000.222,92193.290.370.270.11
18.000.172,14392.610.270.270.00
20.000.121,24391.830.270.270.00
22.000.108390.820.270.270.00
24.000.08390.750.080.080.00
26.000.01090.750.010.010.00
28.000.00090.750.000.000.00
30.000.00090.750.000.000.00
32.000.00090.750.000.000.00
34.000.00090.750.000.000.00
36.000.00090.750.000.000.00
38.000.00090.750.000.000.00
40.000.00090.750.000.000.00
42.000.00090.750.000.000.00
44.000.00090.750.000.000.00
46.000.00090.750.000.000.00
48.000.00090.750.000.000.00
50.000.00090.750.000.000.00
52.000.00090.750.000.000.00
54.000.00090.750.000.000.00
56.000.00090.750.000.000.00
58.000.00090.750.000.000.00
60.000.00090.750.000.000.00
62.000.00090.750.000.000.00
64.000.00090.750.000.000.00
66.000.00090.750.000.000.00
68.000.00090.750.000.000.00
70.000.00090.750.000.000.00
72.000.00090.750.000.000.00
===== PAGE 569 =====
Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
90.750.000.000.0093.350.380.270.12
90.800.270.270.0093.400.390.270.12
90.850.270.270.0093.450.390.270.13
90.900.270.270.0093.500.400.270.13
90.950.270.270.0093.550.400.270.14
91.000.270.270.0093.600.410.270.14
91.050.270.270.0093.650.410.270.15
91.100.270.270.0093.700.420.270.15
91.150.270.270.0093.750.420.270.16
91.200.270.270.0093.800.430.270.16
91.250.270.270.0093.850.430.270.16
91.300.270.270.0093.900.430.270.17
91.350.270.270.0093.950.440.270.17
91.400.270.270.0094.000.440.270.18
91.450.270.270.0094.050.450.270.18
91.500.270.270.0094.100.450.270.18
91.550.270.270.0094.150.450.270.19
91.600.270.270.0094.200.460.270.19
91.650.270.270.0094.250.460.270.19
91.700.270.270.0094.300.460.270.20
91.750.270.270.0094.350.470.270.20
91.800.270.270.0094.400.470.270.20
91.850.270.270.0094.450.470.270.21
91.900.270.270.0094.500.480.270.21
91.950.270.270.0094.551.060.270.80
92.000.270.270.0094.602.140.271.87
92.050.270.270.0094.653.530.273.26
92.100.270.270.0094.705.170.274.90
92.150.270.270.0094.755.880.275.61
92.200.270.270.0094.806.000.275.74
92.250.270.270.0094.856.130.275.86
92.300.270.270.0094.906.250.275.98
92.350.270.270.0094.956.370.276.10
92.400.270.270.0095.006.480.276.22
92.450.270.270.00
92.500.270.270.00
92.550.270.270.00
92.600.270.270.00
92.650.270.270.00
92.700.270.270.00
92.750.270.270.00
92.800.270.270.00
92.850.280.270.02
92.900.300.270.03
92.950.320.270.05
93.000.330.270.06
93.050.340.270.07
93.100.350.270.08
93.150.360.270.09
93.200.360.270.10
93.250.370.270.10
93.300.380.270.11
===== PAGE 570 =====
Analysis - Proposed ConditionsNOAA 24-hr D100 YR-F Rainfall=11.41"
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 403
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 571 ===== ## Summary for Pond 10P: PERVIOUS PAVEMENT 2B Inflow Area = 8,276 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 1.89 cfs @ 12.12 hrs, Volume= 7,703 cf Outflow = 1.76 cfs @ 12.15 hrs, Volume= 7,699 cf, Atten= 7%, Lag= 1.5 min Primary = 1.76 cfs @ 12.15 hrs, Volume= 7,699 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.90' @ 12.15 hrs Surf.Area= 9,225 sf Storage= 1,145 cf Plug-Flow detention time= 71.3 min calculated for 7,699 cf (100% of inflow) Center-of-Mass det. time= 70.9 min ( 809.8 - 738.9 )
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=1.75 cfs @ 12.15 hrs HW=94.90' TW=93.36' (Dynamic Tailwater) 3=Culvert (Passes 1.75 cfs of 5.46 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.80 fps) 2=Grate (Weir Controls 1.59 cfs @ 1.02 fps) ===== PAGE 572 ===== Grate Pond 10P: PERVIOUS PAVEMENT:2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Hydrograph
Image
Flow (cfs)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 573 =====
Pond 10P: PERVIOUS PAVEMENT 2B
Image
Pond 10P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 574 =====
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.026893.860.01
4.000.0314893.920.02
6.000.0418193.950.03
8.000.0622993.990.05
10.000.1034294.080.07
12.001.081,02394.860.88
14.000.1187094.810.12
16.000.0667894.440.10
18.000.0438594.110.08
20.000.0322293.980.05
22.000.0317793.940.03
24.000.0215793.930.03
26.000.006993.860.01
28.000.004293.830.00
30.000.003093.820.00
32.000.002393.820.00
34.000.001993.820.00
36.000.001693.810.00
38.000.001493.810.00
40.000.001293.810.00
42.000.001193.810.00
44.000.001093.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00893.810.00
52.000.00793.810.00
54.000.00793.810.00
56.000.00693.810.00
58.000.00693.800.00
60.000.00693.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00593.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 575 ===== # Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 408 ## Stage-Discharge for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 576 ===== ## Stage-Area-Storage for Pond 10P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 577 ===== ## Summary for Pond 15P: PERVIOUS PAVEMENT 3B Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 1.98 cfs @ 12.12 hrs, Volume= 8,108 cf Outflow = 1.86 cfs @ 12.15 hrs, Volume= 8,105 cf, Atten= 6%, Lag= 1.5 min Primary = 1.86 cfs @ 12.15 hrs, Volume= 8,105 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.90' @ 12.15 hrs Surf.Area= 8,889 sf Storage= 1,116 cf Plug-Flow detention time= 62.9 min calculated for 8,103 cf (100% of inflow) Center-of-Mass det. time= 62.9 min ( 801.8 - 738.9 )
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc) 2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=1.86 cfs @ 12.15 hrs HW=94.90' TW=91.59' (Dynamic Tailwater) 3=Culvert (Passes 1.86 cfs of 7.27 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.81 fps) 2=Grate (Weir Controls 1.69 cfs @ 1.04 fps) ===== PAGE 578 =====
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 579 =====
Pond 15P: PERVIOUS PAVEMENT 3B
Image
Pond 15P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 580 =====
Hydrograph for Pond 15P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.027193.860.01
4.000.0314993.930.03
6.000.0418193.950.04
8.000.0623193.990.05
10.000.1035194.100.07
12.001.1499594.860.94
14.000.1182194.800.13
16.000.0653994.250.10
18.000.0432294.070.07
20.000.0420793.970.04
22.000.0317493.950.03
24.000.0315593.930.03
26.000.006693.860.01
28.000.004093.830.00
30.000.002893.820.00
32.000.002293.820.00
34.000.001893.820.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 581 =====
Stage-Discharge for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 582 =====
Stage-Area-Storage for Pond 15P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 583 ===== ## Summary for Pond 33P: INFILTRATION BASIN 2
Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 5.39" for 100 YR-F event
Inflow = 2.57 cfs @ 12.16 hrs, Volume= 12,127 cf
Outflow = 0.48 cfs @ 12.98 hrs, Volume= 12,127 cf, Atten= 81%, Lag= 49.4 min
Discarded = 0.24 cfs @ 12.98 hrs, Volume= 9,837 cf
Primary = 0.25 cfs @ 12.98 hrs, Volume= 2,290 cf
Routed to Link 33L : POA 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 94.71' @ 12.98 hrs Surf.Area= 2,072 sf Storage= 3,760 cf
Plug-Flow detention time= 131.3 min calculated for 12,126 cf (100% of inflow)
Center-of-Mass det. time= 131.3 min ( 977.9 - 846.6 )
VolumeInvertAvail.StorageStorage Description
#191.65'4,378 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
91.6552000
92.00651205205
93.001,0948731,077
94.001,6291,3622,439
95.002,2491,9394,378
DeviceRoutingInvertOutlet Devices
#1Device 393.65'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.70'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary93.65'12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
#4Discarded91.65'4.950 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlow Max=0.24 cfs @ 12.98 hrs HW=94.71' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.24 cfs)
Primary OutFlow Max=0.25 cfs @ 12.98 hrs HW=94.71' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.25 cfs of 2.79 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.72 fps) 2=Grate (Weir Controls 0.09 cfs @ 0.39 fps)
Pond 33P: INFILTRATION BASIN 2Image
Ex
===== PAGE 584 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 585 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 586 =====
Analysis - Proposed ConditionsNOAA 24-hr D100 YR-F Rainfall=11.41"
Prepared by Civil Core ConsultingPrinted12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 419
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Outflow (cfs)Discarded (cfs)Primary (cfs)
0.000.00091.650.000.000.00
2.000.01091.650.010.010.00
4.000.02291.650.020.020.00
6.000.03391.660.030.030.00
8.000.05491.660.050.050.00
10.000.071391.670.060.060.00
12.000.9865792.580.100.100.00
14.000.243,48094.580.380.230.15
16.000.172,55894.070.280.190.09
18.000.131,99793.720.180.170.01
20.000.091,58693.420.150.150.00
22.000.071,13793.050.130.130.00
24.000.0674492.670.110.110.00
26.000.0121292.010.080.080.00
28.000.00091.650.000.000.00
30.000.00091.650.000.000.00
32.000.00091.650.000.000.00
34.000.00091.650.000.000.00
36.000.00091.650.000.000.00
38.000.00091.650.000.000.00
40.000.00091.650.000.000.00
42.000.00091.650.000.000.00
44.000.00091.650.000.000.00
46.000.00091.650.000.000.00
48.000.00091.650.000.000.00
50.000.00091.650.000.000.00
52.000.00091.650.000.000.00
54.000.00091.650.000.000.00
56.000.00091.650.000.000.00
58.000.00091.650.000.000.00
60.000.00091.650.000.000.00
62.000.00091.650.000.000.00
64.000.00091.650.000.000.00
66.000.00091.650.000.000.00
68.000.00091.650.000.000.00
70.000.00091.650.000.000.00
72.000.00091.650.000.000.00
===== PAGE 587 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
91.650.000.000.0094.250.320.200.12
91.700.060.060.0094.300.330.210.12
91.750.060.060.0094.350.340.210.13
91.800.070.070.0094.400.350.220.13
91.850.070.070.0094.450.360.220.14
91.900.070.070.0094.500.360.220.14
91.950.070.070.0094.550.370.230.15
92.000.070.070.0094.600.380.230.15
92.050.080.080.0094.650.390.230.16
92.100.080.080.0094.700.400.240.16
92.150.080.080.0094.750.990.240.75
92.200.080.080.0094.802.070.241.82
92.250.090.090.0094.853.460.253.21
92.300.090.090.0094.903.580.253.33
92.350.090.090.0094.953.670.253.41
92.400.090.090.0095.003.720.263.46
92.450.100.100.00
92.500.100.100.00
92.550.100.100.00
92.600.110.110.00
92.650.110.110.00
92.700.110.110.00
92.750.110.110.00
92.800.120.120.00
92.850.120.120.00
92.900.120.120.00
92.950.120.120.00
93.000.130.130.00
93.050.130.130.00
93.100.130.130.00
93.150.130.130.00
93.200.140.140.00
93.250.140.140.00
93.300.140.140.00
93.350.150.150.00
93.400.150.150.00
93.450.150.150.00
93.500.160.160.00
93.550.160.160.00
93.600.160.160.00
93.650.170.170.00
93.700.170.170.00
93.750.190.170.02
93.800.210.170.03
93.850.230.180.05
93.900.240.180.06
93.950.260.180.07
94.000.270.190.08
94.050.280.190.09
94.100.290.190.10
94.150.300.200.10
94.200.310.200.11
===== PAGE 588 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 589 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A
Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 2.87" for 100 YR-F event
Inflow = 1.18 cfs @ 12.22 hrs, Volume= 7,077 cf
Outflow = 1.17 cfs @ 12.25 hrs, Volume= 6,978 cf, Atten= 1%, Lag= 1.3 min
Primary = 1.17 cfs @ 12.25 hrs, Volume= 6,978 cf
Routed to Pond 8P : INFIL TRATION BASIN 3
Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.57' @ 12.25 hrs Surf.Area= 934 sf Storage= 560 cf Plug-Flow detention time= 36.9 min calculated for 6,978 cf (99% of inflow) Center-of-Mass det. time= 29.2 min ( 933.3 - 904.2 )
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary90.80'12.0" Round Culvert L= 11.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=1.17 cfs @ 12.25 hrs HW=94.57' TW=92.26' (Dynamic Tailwater) 3=Culvert (Passes 1.17 cfs of 7.18 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.94 fps) 2=Grate (Weir Controls 1.03 cfs @ 0.88 fps)
Image
Pond 42P: BIORENTION BASIN 3A Grate Orifice
Image
Culvert ===== PAGE 590 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 591 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 592 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00093.300.00
4.000.00093.300.00
6.000.00093.300.00
8.000.00093.300.00
10.000.00093.300.00
12.000.3218494.030.06
14.000.2050994.520.20
16.000.1147494.480.12
18.000.0833694.300.10
20.000.0722494.110.07
22.000.0619394.050.06
24.000.0517594.010.05
26.000.0010893.830.00
28.000.0010393.810.00
30.000.0010293.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.0010093.800.00
===== PAGE 593 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 594 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 595 ===== ## Summary for Link 32L: POA1 Inflow Area = 73,567 sf, 27.76% Impervious, Inflow Depth = 0.05" for 100 YR-F event Inflow = 0.25 cfs @ 13.56 hrs, Volume= 325 cf Primary = 0.25 cfs @ 13.56 hrs, Volume= 325 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Hydrograph
Image
===== PAGE 596 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.000.000.00
14.000.070.000.07
15.000.000.000.00
16.000.000.000.00
17.000.000.000.00
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 597 ===== ## Summary for Link 33L: POA 2 Inflow Area = 27,007 sf, 30.65% Impervious, Inflow Depth = 1.02" for 100 YR-F event Inflow = 0.25 cfs @ 12.98 hrs, Volume = 2,290 cf Primary = 0.25 cfs @ 12.98 hrs, Volume = 2,290 cf, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Image
===== PAGE 598 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.250.000.25
14.000.150.000.15
15.000.120.000.12
16.000.090.000.09
17.000.050.000.05
18.000.010.000.01
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 599 ===== ## Summary for Link 34L: POA 3 Inflow Area = 38,333 sf, 22.73% Impervious, Inflow Depth = 0.78" for 100 YR-F event Inflow = 0.20 cfs @ 13.39 hrs, Volume= 2,499 cf Primary = 0.20 cfs @ 13.39 hrs, Volume= 2,499 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Image
===== PAGE 600 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.000.000.00
9.000.000.000.00
10.000.000.000.00
11.000.000.000.00
12.000.000.000.00
13.000.200.000.20
14.000.190.000.19
15.000.160.000.16
16.000.110.000.11
17.000.030.000.03
18.000.000.000.00
19.000.000.000.00
20.000.000.000.00
21.000.000.000.00
22.000.000.000.00
23.000.000.000.00
24.000.000.000.00
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 601 ===== ## Events for Subcatchment 2S: DA-P1 PERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.00240.01
2 YR-F4.040.012220.05
10 YR-C5.380.061,2550.28
10 YR-F6.340.172,4230.55
100 YR-C9.481.068,1241.83
100 YR-F11.411.8812,6972.87
===== PAGE 602 ===== ## Events for Subcatchment 3S: DA-P3 PERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.00130.01
2 YR-F4.040.001240.05
10 YR-C5.380.047000.28
10 YR-F6.340.101,3510.55
100 YR-C9.480.664,5281.83
100 YR-F11.411.187,0772.87
===== PAGE 603 ===== ## Events for Subcatchment 4S: DA-P2 PERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.0080.01
2 YR-F4.040.00780.05
10 YR-C5.380.024420.28
10 YR-F6.340.078540.55
100 YR-C9.480.492,8631.83
100 YR-F11.410.864,4752.87
===== PAGE 604 ===== ## Events for Subcatchment 6S: DA-P3 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.592,3143.19
2 YR-F4.040.702,7623.81
10 YR-C5.380.933,7345.14
10 YR-F6.341.104,4306.10
100 YR-C9.481.656,7089.24
100 YR-F11.411.988,10811.17
===== PAGE 605 ===== ## Events for Subcatchment 7S: DA-P2 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.562,1983.19
2 YR-F4.040.662,6243.81
10 YR-C5.380.893,5475.14
10 YR-F6.341.054,2086.10
100 YR-C9.481.576,3729.24
100 YR-F11.411.897,70311.17
===== PAGE 606 ===== ## Events for Subcatchment 8S: DA-P1 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.421.334,6273.19
2 YR-F4.041.585,5253.81
10 YR-C5.382.117,4675.14
10 YR-F6.342.498,8596.10
100 YR-C9.483.7313,4169.24
100 YR-F11.414.4916,21711.17
===== PAGE 607 ===== ## Events for Subcatchment 14S: LOT 11 Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.257973.19
2 YR-F4.040.299513.81
10 YR-C5.380.391,2865.14
10 YR-F6.340.461,5256.10
100 YR-C9.480.692,3109.24
100 YR-F11.410.832,79211.17
===== PAGE 608 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 441
Events for Pond 2P: Subsurface Infiltration Basin 1
EventInflow (cfs)Outflow (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.340.340.340.0087.016
2 YR-F0.420.420.420.0087.017
10 YR-C0.560.560.560.0087.0110
10 YR-F0.650.570.570.0087.0331
100 YR-C2.010.570.570.0089.072,711
100 YR-F4.400.820.570.2592.627,159
===== PAGE 609 ===== ## Events for Pond 5P: BIORETENTION BASIN 1A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C1.330.1491.882,824
2 YR-F1.580.1792.213,321
10 YR-C2.110.2392.994,482
10 YR-F2.500.2793.745,607
100 YR-C4.201.8995.107,644
100 YR-F5.504.1295.177,760
===== PAGE 610 =====
Events for Pond 6P: BIORENTION BASIN 2A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.000.0094.428
2 YR-F0.000.0094.8351
10 YR-C0.020.0294.9160
10 YR-F0.070.0695.0378
100 YR-C0.490.4995.54178
100 YR-F0.860.8695.56183
===== PAGE 611 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 444
Events for Pond 8P: INFILTRATION BASIN 3
Events for Pound 8P. INFILTRATION BASIN 3
EventInflow (cfs)Outflow (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.150.150.150.0090.766
2 YR-F0.270.270.270.0090.7613
10 YR-C0.670.270.270.0091.01294
10 YR-F0.940.270.270.0091.23548
100 YR-C1.590.340.270.0793.062,655
100 YR-F2.660.470.270.2094.404,201
===== PAGE 612 ===== ## Events for Pond 10P: PERVIOUS PAVEMENT 2B
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.560.1494.59748
2 YR-F0.660.1994.81870
10 YR-C0.890.5694.84966
10 YR-F1.050.8394.851,015
100 YR-C1.571.4494.881,105
100 YR-F1.891.7694.901,145
===== PAGE 613 ===== ## Events for Pond 15P: PERVIOUS PAVEMENT 3B
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.590.1594.71773
2 YR-F0.700.2794.82866
10 YR-C0.930.6794.85951
10 YR-F1.100.9494.86994
100 YR-C1.651.5394.891,076
100 YR-F1.981.8694.901,116
===== PAGE 614 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 447
Events for Pond 33P: INFILTRATION BASIN 2
EventInflow (cfs)Outflow (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.140.080.080.0092.12286
2 YR-F0.190.090.090.0092.28408
10 YR-C0.560.110.110.0092.72790
10 YR-F0.830.130.130.0093.121,207
100 YR-C1.850.290.200.1094.122,640
100 YR-F2.570.480.240.2594.713,760
===== PAGE 615 ===== ## Events for Pond 42P: BIORENTION BASIN 3A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.000.0093.4213
2 YR-F0.000.0093.84112
10 YR-C0.040.0293.92141
10 YR-F0.100.0794.07204
100 YR-C0.660.6094.54532
100 YR-F1.181.1794.57560
===== PAGE 616 =====
Events for Link 32L: POA1
EventInflow (cfs)Primary (cfs)Elevation (feet)
2 YR-C0.000.000.00
2 YR-F0.000.000.00
10 YR-C0.000.000.00
10 YR-F0.000.000.00
100 YR-C0.000.000.00
100 YR-F0.250.250.00
===== PAGE 617 =====
Events for Link 33L: POA 2
EventInflow (cfs)Primary (cfs)Elevation (feet)
2 YR-C0.000.000.00
2 YR-F0.000.000.00
10 YR-C0.000.000.00
10 YR-F0.000.000.00
100 YR-C0.100.100.00
100 YR-F0.250.250.00
===== PAGE 618 =====
Events for Link 34L: POA 3
EventInflow (cfs)Primary (cfs)Elevation (feet)
2 YR-C0.000.000.00
2 YR-F0.000.000.00
10 YR-C0.000.000.00
10 YR-F0.000.000.00
100 YR-C0.070.070.00
100 YR-F0.200.200.00
===== PAGE 619 ===== ## TABLE OF CONTENTS ## Project Reports 1 Routing Diagram 2 Project Notes 3 Rainfall Events Listing (selected events) 4 Area Listing (selected nodes) 5 Soil Listing (selected nodes) 6 Ground Covers (selected nodes) 7 Pipe Listing (selected nodes) ## 2 YR-C Event 8 Node Listing 10 Subcat 2S: DA-P1 PERVIOUS 12 Subcat 3S: DA-P3 PERVIOUS 14 Subcat 4S: DA-P2 PERVIOUS 16 Subcat 6S: DA-P3 IMPERVIOUS 18 Subcat 7S: DA-P2 IMPERVIOUS 20 Subcat 8S: DA-P1 IMPERVIOUS 22 Subcat 14S: LOT 11 Roof 24 Pond 2P: Subsurface Infiltration Basin 1 31 Pond 5P: BIORETENTION BASIN 1A 43 Pond 8P: INFILTRATION BASIN 3 37 Pond 6P: BIORENTION BASIN 2A 49 Pond 10P: PERVIOUS PAVEMENT 2B 55 Pond 15P: PERVIOUS PAVEMENT 3B 61 Pond 33P: INFILTRATION BASIN 2 67 Pond 42P: BIORENTION BASIN 3A 73 Link 32L: POA1 75 Link 33L: POA 2 77 Link 34L: POA 3 ## 2 YR-F Event 79 Node Listing 81 Subcat 2S: DA-P1 PERVIOUS 83 Subcat 3S: DA-P3 PERVIOUS 85 Subcat 4S: DA-P2 PERVIOUS
87Subcat 6S: DA-P3 IMPERVIOUS
89Subcat 7S: DA-P2 IMPERVIOUS
91Subcat 8S: DA-P1 IMPERVIOUS
93Subcat 14S: LOT 11 Roof
95Pond 2P: Subsurface Infiltration Basin 1
102Pond 5P: BIORETENTION BASIN 1A
108Pond 6P: BIORENTION BASIN 2A
114Pond 8P: INFILTRATION BASIN 3
120Pond 10P: PERVIOUS PAVEMENT 2B
126Pond 15P: PERVIOUS PAVEMENT 3B
132Pond 33P: INFILTRATION BASIN 2
138Pond 42P: BIORENTION BASIN 3A
14Link 32L: POA1
146Link 33L: POA2
148Link 34L: POA 3
===== PAGE 620 ===== ## 10 YR-C Event 150 Node Listing 152 Subcat 2S: DA-P1 PERVIOUS 154 Subcat 3S: DA-P3 PERVIOUS 156 Subcat 4S: DA-P2 PERVIOUS 158 Subcat 6S: DA-P3 IMPERVIOUS 160 Subcat 7S: DA-P2 IMPERVIOUS 162 Subcat 8S: DA-P1 IMPERVIOUS 164 Subcat 14S: LOT 11 Roof 166 Pond 2P: Subsurface Infiltration Basin 1 173 Pond 5P: BIORETENTION BASIN 1A 179 Pond 6P: BIORENTION BASIN 2A 185 Pond 8P: INFILTRATION BASIN 3 191 Pond 10P: PERVIOUS PAVEMENT 2B 197 Pond 15P: PERVIOUS PAVEMENT 3B 203 Pond 33P: INFILTRATION BASIN 2 209 Pond 42P: BIORENTION BASIN 3A 215 Link 32L: POA1 217 Link 33L: POA 2 219 Link 34L: POA 3 ## 10 YR-F Event 221 Node Listing 221 Node Listing 223 Subcat 2S: DA-P1 PERVIOUS 225 Subcat 3S: DA-P3 PERVIOUS 227 Subcat 4S: DA-P2 PERVIOUS 229 Subcat 6S: DA-P3 IMPERVIOUS 231 Subcat 7S: DA-P2 IMPERVIOUS 233 Subcat 8S: DA-P1 IMPERVIOUS 235 Subcat 14S: LOT 11 Roof 237 Pond 2P: Subsurface Infiltration Basin 1 244 Pond 5P: BIORETENTION BASIN 1A 250 Pond 6P: BIORENTION BASIN 2A 256 Pond 8P: INFILTRATION BASIN 3 262 Pond 10P: PERVIOUS PAVEMENT 2B 268 Pond 15P: PERVIOUS PAVEMENT 3B 274 Pond 33P: INFILTRATION BASIN 2 280 Pond 42P: BIORENTION BASIN 3A 286 Link 32L: POA1 288 Link 33L: POA 2 290 Link 34L: POA 3 ## 100 YR-C Event
292Node Listing
294Subcat 2S: DA-P1 PERVIOUS
296Subcat 3S: DA-P3 PERVIOUS
298Subcat 4S: DA-P2 PERVIOUS
300Subcat 6S: DA-P3 IMPERVIOUS
302Subcat 7S: DA-P2 IMPERVIOUS
304Subcat 8S: DA-P1 IMPERVIOUS
306Subcat 14S: LOT 11 Roof
308Pond 2P: Subsurface Infiltration Basin 1
===== PAGE 621 ===== 315 Pond 5P: BIORETENTION BASIN 1A 321 Pond 6P: BIORENTION BASIN 2A 327 Pond 8P: INFILTRATION BASIN 3 333 Pond 10P: PERVIOUS PAVEMENT 2B 339 Pond 15P: PERVIOUS PAVEMENT 3B 345 Pond 33P: INFILTRATION BASIN 2 351 Pond 42P: BIORENTION BASIN 3A 357 Link 32L: POA1 359 Link 33L: POA 2 361 Link 34L: POA 3 ## 100 YR-F Event
363Node Listing
365Subcat 2S: DA-P1 PERVIOUS
367Subcat 3S: DA-P3 PERVIOUS
369Subcat 4S: DA-P2 PERVIOUS
371Subcat 6S: DA-P3 IMPERVIOUS
373Subcat 7S: DA-P2 IMPERVIOUS
375Subcat 8S: DA-P1 IMPERVIOUS
377Subcat 14S: LOT 11 Roof
379Pond 2P: Subsurface Infiltration Basin 1
386Pond 5P: BIORETENTION BASIN 1A
392Pond 6P: BIORETENTION BASIN 2A
398Pond 8P: INFILTRATION BASIN 3
404Pond 10P: PERVIOUS PAVEMENT 2B
410Pond 15P: PERVIOUS PAVEMENT 3B
416Pond 33P: INFILTRATION BASIN 2
422Pond 42P: BIORETENTION BASIN 3A
428Link 32L: POA1
430Link 33L: POA 2
432Link 34L: POA 3
## Multi-Event Tables 434 Subcat 2S: DA-P1 PERVIOUS 435 Subcat 3S: DA-P3 PERVIOUS 436 Subcat 4S: DA-P2 PERVIOUS 437 Subcat 6S: DA-P3 IMPERVIOUS
438Subcat 7S: DA-P2 IMPERVIOUS
439Subcat 8S: DA-P1 IMPERVIOUS
440Subcat 14S: LOT 11 Roof
441Pond 2P: Subsurface Infiltration Basin 1
442Pond 5P: BIORETENTION BASIN 1A
443Pond 6P: BIORENTION BASIN 2A
444Pond 8P: INFILTRATION BASIN 3
445Pond 10P: PERVIOUS PAVEMENT 2B
446Pond 15P: PERVIOUS PAVEMENT 3B
447Pond 33P: INFILTRATION BASIN 2
448Pond 42P: BIORENTION BASIN 3A
449Link 32L: POA1
450Link 33L: POA 2
451Link 34L: POA 3
451 Link 34L: POA 3 ===== PAGE 622 =====
Image
Roof Basins Roof Lot 2 Subsurface Basin Lot 1 Subsurface Basin Lot 2 Subsurface Basin Lot 9 Subsurface Basin Lot 10 Roof Lot 4 Roof Lot 6 Roof Lot 7 Subsurface Basin Lot 3 Subsurface Basin Lot 4 Subsurface Basin Lot 6 Subsurface Basin Lot 7 Routing Diagram for Analysis - Proposed Conditions Prepared by Civil Core Consulting, Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC ===== PAGE 623 ===== ## Project Notes Rainfall events imported from "240214_Analysis.hcp" ===== PAGE 624 =====
Rainfall Events Listing (selected events)
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YR-CNOAA 24-hrDDefault24.0013.422
22 YR-FNOAA 24-hrDDefault24.0014.042
310 YR-CNOAA 24-hrDDefault24.0015.382
410 YR-FNOAA 24-hrDDefault24.0016.342
5100 YR-CNOAA 24-hrDDefault24.0019.482
6100 YR-FNOAA 24-hrDDefault24.00111.412
===== PAGE 625 =====
Analysis - Proposed Conditions
Prepared by Civil Core ConsultingPrinted 10/24/2025
HydroCAD\textregistered 10.20-7a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 4
## Area Listing (selected nodes)
Area (sq-ft)CNDescription (subcatchment-numbers)
16,65098Roofs, HSG A (36S, 37S, 38S, 40S, 42S, 44S, 48S, 51S, 55S)
16,65098TOTAL AREA
===== PAGE 626 =====
Soil Listing (selected nodes)
Area (sq-ft)Soil GroupSubcatchment Numbers
16,650HSG A36S, 37S, 38S, 40S, 42S, 44S, 48S, 51S, 55S
0HSG B
0HSG C
0HSG D
0Other
16,650TOTAL AREA
===== PAGE 627 =====
Analysis - Proposed Conditions
Prepared by Civil Core ConsultingPrinted 10/24/2025
HydroCAD\textregistered 10.20-7a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 6
Ground Covers (selected nodes)
HSG-A (sq-ft)HSG-B (sq-ft)HSG-C (sq-ft)HSG-D (sq-ft)Other (sq-ft)Total (sq-ft)Ground CoverSubcatchment Numbers
16,650000016,650Roofs3
6
S
,
3
7
S
,
3
8
S
4
0
S
,
4
2
S
,
4
4
8
S
,
5
1
S
,
5
5
S
16,650000016,650TOTAL AREA
===== PAGE 628 ===== Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 7
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment 36S: Roof Lot 1Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 37S: Roof Lot 8Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 38S: Roof Lot 2Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 40S: Roof Lot 9Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 42S: Roof Lot 10Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 44S: Roof Lot 3Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 48S: Roof Lot 4Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 51S: Roof Lot 6Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment 55S: Roof Lot 7Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Pond 37P: Subsurface Basin Lot 1Peak Elev=91.36' Storage=0.002 af Inflow=0.15 cfs 491 cf Outflow=0.03 cfs 491 cf
Pond 38P: Subsurface Basin Lot 8Peak Elev=94.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf
Pond 39P: Subsurface Basin Lot 2Peak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf
Pond 41P: Subsurface Basin Lot 9Peak Elev=93.26' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf
Pond 43P: Subsurface Basin Lot 10Peak Elev=92.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf
Pond 46P: Subsurface Basin Lot 3Peak Elev=93.30' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.05 cfs 491 cf
Pond 50P: Subsurface Basin Lot 4Peak Elev=93.30' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.05 cfs 491 cf
===== PAGE 629 ===== Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 8 Pond 52P: Subsurface Basin Lot 6 Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf Peak Elev=94.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf Total Runoff Area = 16,650 sf Runoff Volume = 4,422 cf Average Runoff Depth = 3.19" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf ===== PAGE 630 ===== # Summary for Subcatchment 36S: Roof Lot 1 Runoff = 0.15 cfs @ 12.09 hrs, Volume= Routed to Pond 37P : Subsurface Basin Lot 1 491 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 36S: Roof Lot 1
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 631 =====
Hydrograph for Subcatchment 36S: Roof Lot 1
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 632 ===== # Summary for Subcatchment 37S: Roof Lot 8
Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19"
Routed to Pond 38P : Subsurface Basin Lot 8
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 37S: Roof Lot 8
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 633 =====
Hydrograph for Subcatchment 37S: Roof Lot 8
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 634 ===== # Summary for Subcatchment 38S: Roof Lot 2 Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 39P : Subsurface Basin Lot 2 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 38S: Roof Lot 2
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 635 =====
Hydrograph for Subcatchment 38S: Roof Lot 2
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 636 ===== # Summary for Subcatchment 40S: Roof Lot 9 Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 41P : Subsurface Basin Lot 9 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 40S: Roof Lot 9
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 637 =====
Hydrograph for Subcatchment 40S: Roof Lot 9
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 638 ===== # Summary for Subcatchment 42S: Roof Lot 10
Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19"
Routed to Pond 43P : Subsurface Basin Lot 10
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 42S: Roof Lot 10
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 639 =====
Hydrograph for Subcatchment 42S: Roof Lot 10
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 640 ===== # Summary for Subcatchment 44S: Roof Lot 3 Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 46P : Subsurface Basin Lot 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 44S: Roof Lot 3
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 641 =====
Hydrograph for Subcatchment 44S: Roof Lot 3
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 642 ===== # Summary for Subcatchment 48S: Roof Lot 4
Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19"
Routed to Pond 50P : Subsurface Basin Lot 4
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 48S: Roof Lot 4
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 643 =====
Hydrograph for Subcatchment 48S: Roof Lot 4
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 644 ===== # Summary for Subcatchment 51S: Roof Lot 6
Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19"
Routed to Pond 52P : Subsurface Basin Lot 6
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 51S: Roof Lot 6
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 645 =====
Hydrograph for Subcatchment 51S: Roof Lot 6
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 646 ===== # Summary for Subcatchment 55S: Roof Lot 7 Runoff = 0.15 cfs @ 12.09 hrs, Volume= Routed to Pond 56P : Subsurface Basin Lot 7 491 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 55S: Roof Lot 7
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 647 =====
Hydrograph for Subcatchment 55S: Roof Lot 7
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 648 ===== ## Summary for Pond 37P: Subsurface Basin Lot 1 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.03 cfs @ 11.83 hrs, Volume= 491 cf, Atten=78%, Lag=0.0 min Discarded = 0.03 cfs @ 11.83 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.36' @ 12.31 hrs Surf.Area= 0.013 ac Storage= 0.002 af Plug-Flow detention time= 11.6 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 11.6 min (763.5 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A91.00'0.008 af10.06'W x 57.33'L x 2.17'H Field A
0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids
#2A91.33'0.006 afADS N-12 15" x 12 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment = -7.00' x 1.20 sf x 4 rows 8.72' Header x 1.20 sf x 2 = 20.9 cf Inside
0.014 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded91.00'2.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.03 cfs @ 11.83 hrsHW=91.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Pond 37P: Subsurface Basin Lot 1
Exfiltration
===== PAGE 649 ===== ## Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= -7.00' x 1.20 sf x 4 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0" End Stone x 2 = 57.33' Base Length 4 Rows x 18.0" Wide + 10.9" Spacing x 3 + 8.0" Side Stone x 2 = 10.06' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage 12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement 1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage Chamber Storage + Stone Storage = 628.4 cf = 0.014 af Overall Storage Efficiency = 50.3% Overall System Size = 57.33' x 10.06' x 2.17' 12 Chambers 46.3 cy Field 32.7 cy Stone
Image
===== PAGE 650 =====
Pond 37P: Subsurface Basin Lot 1
Image
Pond 37P: Subsurface Basin Lot 1
Stage-Discharge
Image
☐ Discarded ===== PAGE 651 =====
Pond 37P: Subsurface Basin Lot 1
Stage-Area-Storage
Image
===== PAGE 652 =====
Hydrograph for Pond 37P: Subsurface Basin Lot 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00091.000.00
2.000.000.00091.000.00
4.000.000.00091.000.00
6.000.000.00091.000.00
8.000.000.00091.000.00
10.000.010.00091.000.01
12.000.090.00191.130.03
14.000.010.00091.000.01
16.000.000.00091.000.00
18.000.000.00091.000.00
20.000.000.00091.000.00
22.000.000.00091.000.00
24.000.000.00091.000.00
26.000.000.00091.000.00
28.000.000.00091.000.00
30.000.000.00091.000.00
32.000.000.00091.000.00
34.000.000.00091.000.00
36.000.000.00091.000.00
38.000.000.00091.000.00
40.000.000.00091.000.00
42.000.000.00091.000.00
44.000.000.00091.000.00
46.000.000.00091.000.00
48.000.000.00091.000.00
50.000.000.00091.000.00
52.000.000.00091.000.00
54.000.000.00091.000.00
56.000.000.00091.000.00
58.000.000.00091.000.00
60.000.000.00091.000.00
62.000.000.00091.000.00
64.000.000.00091.000.00
66.000.000.00091.000.00
68.000.000.00091.000.00
70.000.000.00091.000.00
72.000.000.00091.000.00
===== PAGE 653 ===== ## Stage-Discharge for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
91.000.0092.040.03
91.020.0392.060.03
91.040.0392.080.03
91.060.0392.100.03
91.080.0392.120.03
91.100.0392.140.03
91.120.0392.160.03
91.140.0392.180.03
91.160.0392.200.03
91.180.0392.220.03
91.200.0392.240.03
91.220.0392.260.03
91.240.0392.280.03
91.260.0392.300.03
91.280.0392.320.03
91.300.0392.340.03
91.320.0392.360.03
91.340.0392.380.03
91.360.0392.400.03
91.380.0392.420.03
91.400.0392.440.03
91.420.0392.460.03
91.440.0392.480.03
91.460.0392.500.03
91.480.0392.520.03
91.500.0392.540.03
91.520.0392.560.03
91.540.0392.580.03
91.560.0392.600.03
91.580.0392.620.03
91.600.0392.640.03
91.620.0392.660.03
91.640.0392.680.03
91.660.0392.700.03
91.680.0392.720.03
91.700.0392.740.03
91.720.0392.760.03
91.740.0392.780.03
91.760.0392.800.03
91.780.0392.820.03
91.800.0392.840.03
91.820.0392.860.03
91.840.0392.880.03
91.860.0392.900.03
91.880.0392.920.03
91.900.0392.940.03
91.920.0392.960.03
91.940.0392.980.03
91.960.0393.000.03
91.980.0393.020.03
92.000.0393.040.03
92.020.0393.060.03
Elevation (feet)Discarded (cfs)
93.080.03
93.100.03
93.120.03
93.140.03
93.160.03
===== PAGE 654 ===== Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Surface (acres)Storage (acre-feet)
91.000.0130.000
91.050.0130.000
91.100.0130.001
91.150.0130.001
91.200.0130.001
91.250.0130.001
91.300.0130.002
91.350.0130.002
91.400.0130.002
91.450.0130.002
91.500.0130.002
91.550.0130.003
91.600.0130.003
91.650.0130.004
91.700.0130.004
91.750.0130.004
91.800.0130.005
91.850.0130.005
91.900.0130.006
91.950.0130.006
92.000.0130.006
92.050.0130.007
92.100.0130.007
92.150.0130.008
92.200.0130.008
92.250.0130.009
92.300.0130.009
92.350.0130.010
92.400.0130.010
92.450.0130.010
92.500.0130.011
92.550.0130.011
92.600.0130.012
92.650.0130.012
92.700.0130.012
92.750.0130.012
92.800.0130.013
92.850.0130.013
92.900.0130.013
92.950.0130.013
93.000.0130.014
93.050.0130.014
93.100.0130.014
93.150.0130.014
===== PAGE 655 ===== ## Summary for Pond 38P: Subsurface Basin Lot 8 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.08 cfs @ 11.97 hrs, Volume= 491 cf, Atten=47%, Lag=0.0 min Discarded = 0.08 cfs @ 11.97 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.21' @ 12.11 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 0.9 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 0.9 min (752.8 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.97 hrsHW=94.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 38P: Subsurface Basin Lot 8
Exfiltration
===== PAGE 656 ===== ## Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 657 =====
Pond 38P: Subsurface Basin Lot 8
Image
Pond 38P: Subsurface Basin Lot 8
Stage-Discharge
Image
☐ Discarded ===== PAGE 658 =====
Pond 38P: Subsurface Basin Lot 8
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 659 =====
Hydrograph for Pond 38P: Subsurface Basin Lot 8
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.000.00094.000.00
10.000.010.00094.000.01
12.000.090.00094.030.08
14.000.010.00094.000.01
16.000.000.00094.000.00
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 660 ===== ## Stage-Discharge for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 661 ===== Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 662 ===== ## Summary for Pond 39P: Subsurface Basin Lot 2 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.07 cfs @ 11.94 hrs, Volume= 491 cf, Atten= 55%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.94 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.25' @ 12.12 hrs Surf.Area= 0.009 ac Storage= 0.001 af Plug-Flow detention time= 1.6 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 1.6 min (753.5 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 49.33"L x 2.17"H Field A
0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'7.850 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.94 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 39P: Subsurface Basin Lot 2
Exfiltration
===== PAGE 663 ===== ## Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0" End Stone x 2 = 49.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage 6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement 817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage Chamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17' 6 Chambers 30.3 cy Field 21.5 cy Stone
Image
===== PAGE 664 =====
Pond 39P: Subsurface Basin Lot 2
Image
Pond 39P: Subsurface Basin Lot 2
Stage-Discharge
Image
☐ Discarded ===== PAGE 665 =====
Pond 39P: Subsurface Basin Lot 2
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 666 =====
Hydrograph for Pond 39P: Subsurface Basin Lot 2
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.090.00093.050.07
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 667 ===== ## Stage-Discharge for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 668 =====
Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0090.000
93.050.0090.000
93.100.0090.000
93.150.0090.001
93.200.0090.001
93.250.0090.001
93.300.0090.001
93.350.0090.001
93.400.0090.001
93.450.0090.001
93.500.0090.002
93.550.0090.002
93.600.0090.002
93.650.0090.002
93.700.0090.003
93.750.0090.003
93.800.0090.003
93.850.0090.003
93.900.0090.004
93.950.0090.004
94.000.0090.004
94.050.0090.005
94.100.0090.005
94.150.0090.005
94.200.0090.005
94.250.0090.006
94.300.0090.006
94.350.0090.006
94.400.0090.007
94.450.0090.007
94.500.0090.007
94.550.0090.007
94.600.0090.008
94.650.0090.008
94.700.0090.008
94.750.0090.008
94.800.0090.008
94.850.0090.008
94.900.0090.008
94.950.0090.009
95.000.0090.009
95.050.0090.009
95.100.0090.009
95.150.0090.009
===== PAGE 669 ===== ## Summary for Pond 41P: Subsurface Basin Lot 9 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.07 cfs @ 11.94 hrs, Volume= 491 cf, Atten=55%, Lag=0.0 min Discarded = 0.07 cfs @ 11.94 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.26' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 1.6 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 1.6 min (753.5 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 48.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.94 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 41P: Subsurface Basin Lot 9
Exfiltration
===== PAGE 670 ===== ## Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0" End Stone x 2 = 48.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage 6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement 800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage Chamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17' 6 Chambers 29.7 cy Field 21.1 cy Stone
Image
===== PAGE 671 =====
Pond 41P: Subsurface Basin Lot 9
Image
Pond 41P: Subsurface Basin Lot 9
Stage-Discharge
Image
☐ Discarded ===== PAGE 672 =====
Pond 41P: Subsurface Basin Lot 9
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 673 =====
Hydrograph for Pond 41P: Subsurface Basin Lot 9
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.090.00093.050.07
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 674 =====
Stage-Discharge for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 675 ===== Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.001
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.003
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.004
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.006
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.007
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.008
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.009
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 676 ===== ## Summary for Pond 43P: Subsurface Basin Lot 10 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.08 cfs @ 11.97 hrs, Volume= 491 cf, Atten=47%, Lag=0.0 min Discarded = 0.08 cfs @ 11.97 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.21' @ 12.11 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 0.9 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 0.9 min (752.8 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A92.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A92.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded92.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.97 hrsHW=92.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 43P: Subsurface Basin Lot 10
Exfiltration
===== PAGE 677 ===== ## Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 678 =====
Pond 43P: Subsurface Basin Lot 10
Image
Pond 43P: Subsurface Basin Lot 10
Stage-Discharge
Image
☐ Discarded ===== PAGE 679 =====
Pond 43P: Subsurface Basin Lot 10
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 680 =====
Hydrograph for Pond 43P: Subsurface Basin Lot 10
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00092.000.00
2.000.000.00092.000.00
4.000.000.00092.000.00
6.000.000.00092.000.00
8.000.000.00092.000.00
10.000.010.00092.000.01
12.000.090.00092.030.08
14.000.010.00092.000.01
16.000.000.00092.000.00
18.000.000.00092.000.00
20.000.000.00092.000.00
22.000.000.00092.000.00
24.000.000.00092.000.00
26.000.000.00092.000.00
28.000.000.00092.000.00
30.000.000.00092.000.00
32.000.000.00092.000.00
34.000.000.00092.000.00
36.000.000.00092.000.00
38.000.000.00092.000.00
40.000.000.00092.000.00
42.000.000.00092.000.00
44.000.000.00092.000.00
46.000.000.00092.000.00
48.000.000.00092.000.00
50.000.000.00092.000.00
52.000.000.00092.000.00
54.000.000.00092.000.00
56.000.000.00092.000.00
58.000.000.00092.000.00
60.000.000.00092.000.00
62.000.000.00092.000.00
64.000.000.00092.000.00
66.000.000.00092.000.00
68.000.000.00092.000.00
70.000.000.00092.000.00
72.000.000.00092.000.00
===== PAGE 681 ===== ## Stage-Discharge for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
92.000.0093.040.08
92.020.0893.060.08
92.040.0893.080.08
92.060.0893.100.08
92.080.0893.120.08
92.100.0893.140.08
92.120.0893.160.08
92.140.0893.180.08
92.160.0893.200.08
92.180.0893.220.08
92.200.0893.240.08
92.220.0893.260.08
92.240.0893.280.08
92.260.0893.300.08
92.280.0893.320.08
92.300.0893.340.08
92.320.0893.360.08
92.340.0893.380.08
92.360.0893.400.08
92.380.0893.420.08
92.400.0893.440.08
92.420.0893.460.08
92.440.0893.480.08
92.460.0893.500.08
92.480.0893.520.08
92.500.0893.540.08
92.520.0893.560.08
92.540.0893.580.08
92.560.0893.600.08
92.580.0893.620.08
92.600.0893.640.08
92.620.0893.660.08
92.640.0893.680.08
92.660.0893.700.08
92.680.0893.720.08
92.700.0893.740.08
92.720.0893.760.08
92.740.0893.780.08
92.760.0893.800.08
92.780.0893.820.08
92.800.0893.840.08
92.820.0893.860.08
92.840.0893.880.08
92.860.0893.900.08
92.880.0893.920.08
92.900.0893.940.08
92.920.0893.960.08
92.940.0893.980.08
92.960.0894.000.08
92.980.0894.020.08
93.000.0894.040.08
93.020.0894.060.08
Elevation (feet)Discarded (cfs)
94.080.08
94.100.08
94.120.08
94.140.08
94.160.08
===== PAGE 682 ===== Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Surface (acres)Storage (acre-feet)
92.000.0080.000
92.050.0080.000
92.100.0080.000
92.150.0080.000
92.200.0080.001
92.250.0080.001
92.300.0080.001
92.350.0080.001
92.400.0080.001
92.450.0080.001
92.500.0080.002
92.550.0080.002
92.600.0080.002
92.650.0080.002
92.700.0080.002
92.750.0080.003
92.800.0080.003
92.850.0080.003
92.900.0080.003
92.950.0080.004
93.000.0080.004
93.050.0080.004
93.100.0080.004
93.150.0080.005
93.200.0080.005
93.250.0080.005
93.300.0080.005
93.350.0080.006
93.400.0080.006
93.450.0080.006
93.500.0080.006
93.550.0080.007
93.600.0080.007
93.650.0080.007
93.700.0080.007
93.750.0080.007
93.800.0080.007
93.850.0080.008
93.900.0080.008
93.950.0080.008
94.000.0080.008
94.050.0080.008
94.100.0080.008
94.150.0080.009
===== PAGE 683 ===== ## Summary for Pond 46P: Subsurface Basin Lot 3 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.05 cfs @ 11.91 hrs, Volume= 491 cf, Atten=70%, Lag=0.0 min Discarded = 0.05 cfs @ 11.91 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.30' @ 12.21 hrs Surf.Area= 0.011 ac Storage= 0.001 af Plug-Flow detention time= 4.9 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 4.9 min (756.8 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 cfTotal Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.91 hrs HW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 46P: Subsurface Basin Lot 3
Exfiltration
===== PAGE 684 ===== ## Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 685 =====
Pond 46P: Subsurface Basin Lot 3
Image
Pond 46P: Subsurface Basin Lot 3
Stage-Discharge
Image
☐ Discarded ===== PAGE 686 =====
Pond 46P: Subsurface Basin Lot 3
Stage-Area-Storage
Image
===== PAGE 687 =====
Hydrograph for Pond 46P: Subsurface Basin Lot 3
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.090.00093.090.05
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 688 ===== ## Stage-Discharge for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 689 ===== Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 690 ===== ## Summary for Pond 50P: Subsurface Basin Lot 4 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.05 cfs @ 11.91 hrs, Volume= 491 cf, Atten=70%, Lag=0.0 min Discarded = 0.05 cfs @ 11.91 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.30' @ 12.21 hrs Surf.Area= 0.011 ac Storage= 0.001 af Plug-Flow detention time= 4.9 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 4.9 min (756.8 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A
0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
Total Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.91 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 50P: Subsurface Basin Lot 4
Exfiltration
===== PAGE 691 ===== ## Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 692 =====
Pond 50P: Subsurface Basin Lot 4
Image
Pond 50P: Subsurface Basin Lot 4
Stage-Discharge
Image
☐ Discarded ===== PAGE 693 =====
Pond 50P: Subsurface Basin Lot 4
Stage-Area-Storage
Image
===== PAGE 694 =====
Hydrograph for Pond 50P: Subsurface Basin Lot 4
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.090.00093.090.05
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 695 ===== ## Stage-Discharge for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 696 ===== Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 697 ===== ## Summary for Pond 52P: Subsurface Basin Lot 6 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.07 cfs @ 11.95 hrs, Volume= 491 cf, Atten= 53%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.95 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.25' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 1.4 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 1.4 min (753.3 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 47.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.95 hrsHW=93.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 52P: Subsurface Basin Lot 6
Exfiltration
===== PAGE 698 ===== ## Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0" End Stone x 2 = 47.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage 6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement 784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage Chamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17' 6 Chambers 29.0 cy Field 20.7 cy Stone
Image
===== PAGE 699 =====
Pond 52P: Subsurface Basin Lot 6
Image
Pond 52P: Subsurface Basin Lot 6
Stage-Discharge
Image
☐ Discarded ===== PAGE 700 =====
Pond 52P: Subsurface Basin Lot 6
Stage-Area-Storage
Image
0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 701 =====
Hydrograph for Pond 52P: Subsurface Basin Lot 6
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.090.00093.050.07
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 702 ===== ## Stage-Discharge for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 703 ===== Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.000
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.002
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.003
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.005
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.006
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.007
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.008
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 704 ===== ## Summary for Pond 56P: Subsurface Basin Lot 7 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event Inflow = 0.15 cfs @ 12.09 hrs, Volume= 491 cf Outflow = 0.08 cfs @ 11.97 hrs, Volume= 491 cf, Atten=47%, Lag=0.0 min Discarded = 0.08 cfs @ 11.97 hrs, Volume= 491 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.21' @ 12.11 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 0.9 min calculated for 491 cf (100% of inflow) Center-of-Mass det. time= 0.9 min (752.8 - 751.9)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.97 hrsHW=94.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 56P: Subsurface Basin Lot 7
Exfiltration
===== PAGE 705 ===== ## Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 706 =====
Pond 56P: Subsurface Basin Lot 7
Image
Pond 56P: Subsurface Basin Lot 7
Stage-Discharge
Image
☐ Discarded ===== PAGE 707 =====
Pond 56P: Subsurface Basin Lot 7
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 708 =====
Hydrograph for Pond 56P: Subsurface Basin Lot 7
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.000.00094.000.00
10.000.010.00094.000.01
12.000.090.00094.030.08
14.000.010.00094.000.01
16.000.000.00094.000.00
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 709 ===== ## Stage-Discharge for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 710 ===== Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 711 =====
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment 36S: Roof Lot 1Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 37S: Roof Lot 8Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 38S: Roof Lot 2Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 40S: Roof Lot 9Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 42S: Roof Lot 10Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 44S: Roof Lot 3Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 48S: Roof Lot 4Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 51S: Roof Lot 6Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Subcatchment 55S: Roof Lot 7Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.81" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.18 cfs 587 cf
Pond 37P: Subsurface Basin Lot 1Peak Elev=91.51' Storage=0.003 af Inflow=0.18 cfs 587 cf Outflow=0.03 cfs 587 cf
Pond 38P: Subsurface Basin Lot 8Peak Elev=94.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf
Pond 39P: Subsurface Basin Lot 2Peak Elev=93.36' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf
Pond 41P: Subsurface Basin Lot 9Peak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf
Pond 43P: Subsurface Basin Lot 10Peak Elev=92.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf
Pond 46P: Subsurface Basin Lot 3Peak Elev=93.44' Storage=0.002 af Inflow=0.18 cfs 587 cf Outflow=0.05 cfs 587 cf
Pond 50P: Subsurface Basin Lot 4Peak Elev=93.44' Storage=0.002 af Inflow=0.18 cfs 587 cf Outflow=0.05 cfs 587 cf
===== PAGE 712 ===== Pond 52P: Subsurface Basin Lot 6 Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf Peak Elev=94.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf Total Runoff Area = 16,650 sf Runoff Volume = 5,279 cf Average Runoff Depth = 3.81" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf ===== PAGE 713 ===== # Summary for Subcatchment 36S: Roof Lot 1 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 37P : Subsurface Basin Lot 1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 36S: Roof Lot 1
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 714 =====
Hydrograph for Subcatchment 36S: Roof Lot 1
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 715 ===== # Summary for Subcatchment 37S: Roof Lot 8
Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 38P : Subsurface Basin Lot 8
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
Direct Entry, Pipe Flow
0.4452.00
Subcatchment 37S: Roof Lot 8
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 716 =====
Hydrograph for Subcatchment 37S: Roof Lot 8
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 717 ===== # Summary for Subcatchment 38S: Roof Lot 2 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 39P : Subsurface Basin Lot 2 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 38S: Roof Lot 2
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 718 =====
Hydrograph for Subcatchment 38S: Roof Lot 2
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 719 ===== # Summary for Subcatchment 40S: Roof Lot 9 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 41P : Subsurface Basin Lot 9 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 40S: Roof Lot 9
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 720 =====
Hydrograph for Subcatchment 40S: Roof Lot 9
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 721 ===== # Summary for Subcatchment 42S: Roof Lot 10
Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 43P : Subsurface Basin Lot 10
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 42S: Roof Lot 10
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 722 =====
Hydrograph for Subcatchment 42S: Roof Lot 10
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 723 ===== # Summary for Subcatchment 44S: Roof Lot 3 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 46P : Subsurface Basin Lot 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 44S: Roof Lot 3
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 724 =====
Hydrograph for Subcatchment 44S: Roof Lot 3
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 725 ===== # Summary for Subcatchment 48S: Roof Lot 4 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 50P : Subsurface Basin Lot 4 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 48S: Roof Lot 4
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 726 =====
Hydrograph for Subcatchment 48S: Roof Lot 4
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 727 ===== # Summary for Subcatchment 51S: Roof Lot 6 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 52P : Subsurface Basin Lot 6 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 51S: Roof Lot 6
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 728 =====
Hydrograph for Subcatchment 51S: Roof Lot 6
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 729 ===== # Summary for Subcatchment 55S: Roof Lot 7 Runoff = 0.18 cfs @ 12.09 hrs, Volume= 587 cf, Depth= 3.81" Routed to Pond 56P : Subsurface Basin Lot 7 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-F Rainfall=4.04"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 55S: Roof Lot 7
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 730 =====
Hydrograph for Subcatchment 55S: Roof Lot 7
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.100.000.010.00
4.000.210.000.080.00
6.000.340.000.180.00
8.000.520.000.340.00
10.000.800.000.600.01
12.001.940.001.710.11
14.003.240.003.010.01
16.003.520.003.280.00
18.003.700.003.460.00
20.003.830.003.590.00
22.003.940.003.710.00
24.004.040.003.810.00
26.004.040.003.810.00
28.004.040.003.810.00
30.004.040.003.810.00
32.004.040.003.810.00
34.004.040.003.810.00
36.004.040.003.810.00
38.004.040.003.810.00
40.004.040.003.810.00
42.004.040.003.810.00
44.004.040.003.810.00
46.004.040.003.810.00
48.004.040.003.810.00
50.004.040.003.810.00
52.004.040.003.810.00
54.004.040.003.810.00
56.004.040.003.810.00
58.004.040.003.810.00
60.004.040.003.810.00
62.004.040.003.810.00
64.004.040.003.810.00
66.004.040.003.810.00
68.004.040.003.810.00
70.004.040.003.810.00
72.004.040.003.810.00
===== PAGE 731 ===== ## Summary for Pond 37P: Subsurface Basin Lot 1 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.03 cfs @ 11.78 hrs, Volume= 587 cf, Atten= 82%, Lag= 0.0 min Discarded = 0.03 cfs @ 11.78 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.51' @ 12.40 hrs Surf.Area= 0.013 ac Storage= 0.003 af Plug-Flow detention time= 16.5 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 16.5 min (764.9 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A91.00'0.008 af10.06'W x 57.33'L x 2.17'H Field A
0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids
#2A91.33'0.006 afADS N-12 15" x 12 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment = -7.00' x 1.20 sf x 4 rows 8.72' Header x 1.20 sf x 2 = 20.9 cf Inside
0.014 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded91.00'2.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.03 cfs @ 11.78 hrsHW=91.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Pond 37P: Subsurface Basin Lot 1
Exfiltration
===== PAGE 732 ===== ## Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= -7.00' x 1.20 sf x 4 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0" End Stone x 2 = 57.33' Base Length 4 Rows x 18.0" Wide + 10.9" Spacing x 3 + 8.0" Side Stone x 2 = 10.06' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage 12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement 1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage Chamber Storage + Stone Storage = 628.4 cf = 0.014 af Overall Storage Efficiency = 50.3% Overall System Size = 57.33' x 10.06' x 2.17' 12 Chambers 46.3 cy Field 32.7 cy Stone
Image
===== PAGE 733 =====
Pond 37P: Subsurface Basin Lot 1
Image
Pond 37P: Subsurface Basin Lot 1
Stage-Discharge
Image
☐ Discarded ===== PAGE 734 =====
Pond 37P: Subsurface Basin Lot 1
Stage-Area-Storage
Image
===== PAGE 735 =====
Hydrograph for Pond 37P: Subsurface Basin Lot 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00091.000.00
2.000.000.00091.000.00
4.000.000.00091.000.00
6.000.000.00091.000.00
8.000.000.00091.000.00
10.000.010.00091.000.01
12.000.110.00191.180.03
14.000.010.00091.040.03
16.000.000.00091.000.00
18.000.000.00091.000.00
20.000.000.00091.000.00
22.000.000.00091.000.00
24.000.000.00091.000.00
26.000.000.00091.000.00
28.000.000.00091.000.00
30.000.000.00091.000.00
32.000.000.00091.000.00
34.000.000.00091.000.00
36.000.000.00091.000.00
38.000.000.00091.000.00
40.000.000.00091.000.00
42.000.000.00091.000.00
44.000.000.00091.000.00
46.000.000.00091.000.00
48.000.000.00091.000.00
50.000.000.00091.000.00
52.000.000.00091.000.00
54.000.000.00091.000.00
56.000.000.00091.000.00
58.000.000.00091.000.00
60.000.000.00091.000.00
62.000.000.00091.000.00
64.000.000.00091.000.00
66.000.000.00091.000.00
68.000.000.00091.000.00
70.000.000.00091.000.00
72.000.000.00091.000.00
===== PAGE 736 ===== ## Stage-Discharge for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
91.000.0092.040.03
91.020.0392.060.03
91.040.0392.080.03
91.060.0392.100.03
91.080.0392.120.03
91.100.0392.140.03
91.120.0392.160.03
91.140.0392.180.03
91.160.0392.200.03
91.180.0392.220.03
91.200.0392.240.03
91.220.0392.260.03
91.240.0392.280.03
91.260.0392.300.03
91.280.0392.320.03
91.300.0392.340.03
91.320.0392.360.03
91.340.0392.380.03
91.360.0392.400.03
91.380.0392.420.03
91.400.0392.440.03
91.420.0392.460.03
91.440.0392.480.03
91.460.0392.500.03
91.480.0392.520.03
91.500.0392.540.03
91.520.0392.560.03
91.540.0392.580.03
91.560.0392.600.03
91.580.0392.620.03
91.600.0392.640.03
91.620.0392.660.03
91.640.0392.680.03
91.660.0392.700.03
91.680.0392.720.03
91.700.0392.740.03
91.720.0392.760.03
91.740.0392.780.03
91.760.0392.800.03
91.780.0392.820.03
91.800.0392.840.03
91.820.0392.860.03
91.840.0392.880.03
91.860.0392.900.03
91.880.0392.920.03
91.900.0392.940.03
91.920.0392.960.03
91.940.0392.980.03
91.960.0393.000.03
91.980.0393.020.03
92.000.0393.040.03
92.020.0393.060.03
Elevation (feet)Discarded (cfs)
93.080.03
93.100.03
93.120.03
93.140.03
93.160.03
===== PAGE 737 ===== Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Surface (acres)Storage (acre-feet)
91.000.0130.000
91.050.0130.000
91.100.0130.001
91.150.0130.001
91.200.0130.001
91.250.0130.001
91.300.0130.002
91.350.0130.002
91.400.0130.002
91.450.0130.002
91.500.0130.002
91.550.0130.003
91.600.0130.003
91.650.0130.004
91.700.0130.004
91.750.0130.004
91.800.0130.005
91.850.0130.005
91.900.0130.006
91.950.0130.006
92.000.0130.006
92.050.0130.007
92.100.0130.007
92.150.0130.008
92.200.0130.008
92.250.0130.009
92.300.0130.009
92.350.0130.010
92.400.0130.010
92.450.0130.010
92.500.0130.011
92.550.0130.011
92.600.0130.012
92.650.0130.012
92.700.0130.012
92.750.0130.012
92.800.0130.013
92.850.0130.013
92.900.0130.013
92.950.0130.013
93.000.0130.014
93.050.0130.014
93.100.0130.014
93.150.0130.014
===== PAGE 738 ===== ## Summary for Pond 38P: Subsurface Basin Lot 8 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.08 cfs @ 11.94 hrs, Volume= 587 cf, Atten= 55%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.94 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.33' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 1.6 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 1.6 min (749.9 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65'W x 45.33'L x 2.17'H Field A 0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.94 hrsHW=94.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 38P: Subsurface Basin Lot 8
Exfiltration
===== PAGE 739 ===== ## Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 740 =====
Pond 38P: Subsurface Basin Lot 8
Image
Pond 38P: Subsurface Basin Lot 8
Stage-Discharge
Image
☐ Discarded ===== PAGE 741 =====
Pond 38P: Subsurface Basin Lot 8
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 742 =====
Hydrograph for Pond 38P: Subsurface Basin Lot 8
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.000.00094.000.00
10.000.010.00094.000.01
12.000.110.00094.070.08
14.000.010.00094.000.01
16.000.000.00094.000.00
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 743 ===== ## Stage-Discharge for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 744 ===== Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 745 ===== ## Summary for Pond 39P: Subsurface Basin Lot 2 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.07 cfs @ 11.93 hrs, Volume= 587 cf, Atten= 62%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.93 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.36' @ 12.13 hrs Surf.Area= 0.009 ac Storage= 0.001 af Plug-Flow detention time= 2.5 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 2.5 min (750.9 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65'W x 49.33'L x 2.17'H Field A 0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'7.850 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.93 hrsHW=93.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 39P: Subsurface Basin Lot 2
Exfiltration
===== PAGE 746 ===== ## Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0" End Stone x 2 = 49.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage 6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement 817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage Chamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17' 6 Chambers 30.3 cy Field 21.5 cy Stone
Image
===== PAGE 747 =====
Pond 39P: Subsurface Basin Lot 2
Image
Pond 39P: Subsurface Basin Lot 2
Stage-Discharge
Image
☐ Discarded ===== PAGE 748 =====
Pond 39P: Subsurface Basin Lot 2
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 749 =====
Hydrograph for Pond 39P: Subsurface Basin Lot 2
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.110.00093.090.07
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 750 ===== ## Stage-Discharge for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 751 ===== Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0090.000
93.050.0090.000
93.100.0090.000
93.150.0090.001
93.200.0090.001
93.250.0090.001
93.300.0090.001
93.350.0090.001
93.400.0090.001
93.450.0090.001
93.500.0090.002
93.550.0090.002
93.600.0090.002
93.650.0090.002
93.700.0090.003
93.750.0090.003
93.800.0090.003
93.850.0090.003
93.900.0090.004
93.950.0090.004
94.000.0090.004
94.050.0090.005
94.100.0090.005
94.150.0090.005
94.200.0090.005
94.250.0090.006
94.300.0090.006
94.350.0090.006
94.400.0090.007
94.450.0090.007
94.500.0090.007
94.550.0090.007
94.600.0090.008
94.650.0090.008
94.700.0090.008
94.750.0090.008
94.800.0090.008
94.850.0090.008
94.900.0090.008
94.950.0090.009
95.000.0090.009
95.050.0090.009
95.100.0090.009
95.150.0090.009
===== PAGE 752 ===== ## Summary for Pond 41P: Subsurface Basin Lot 9 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.07 cfs @ 11.93 hrs, Volume= 587 cf, Atten= 62%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.93 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.37' @ 12.13 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 2.5 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 2.5 min (750.9 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65'W x 48.33'L x 2.17'H Field A 0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.93 hrsHW=93.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 41P: Subsurface Basin Lot 9
Exfiltration
===== PAGE 753 ===== ## Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0" End Stone x 2 = 48.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage 6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement 800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage Chamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17' 6 Chambers 29.7 cy Field 21.1 cy Stone
Image
===== PAGE 754 =====
Pond 41P: Subsurface Basin Lot 9
Image
Pond 41P: Subsurface Basin Lot 9
Stage-Discharge
Image
☐ Discarded ===== PAGE 755 =====
Pond 41P: Subsurface Basin Lot 9
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 756 =====
Hydrograph for Pond 41P: Subsurface Basin Lot 9
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.110.00093.090.07
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 757 =====
Stage-Discharge for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 758 ===== Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.001
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.003
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.004
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.006
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.007
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.008
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.009
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 759 ===== ## Summary for Pond 43P: Subsurface Basin Lot 10 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.08 cfs @ 11.94 hrs, Volume= 587 cf, Atten= 55%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.94 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.33' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 1.6 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 1.6 min (749.9 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A92.00'0.005 af7.65'W x 45.33'L x 2.17'H Field A 0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A92.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded92.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.94 hrsHW=92.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 43P: Subsurface Basin Lot 10
Exfiltration
===== PAGE 760 ===== ## Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 761 =====
Pond 43P: Subsurface Basin Lot 10
Image
Pond 43P: Subsurface Basin Lot 10
Stage-Discharge
Image
☐ Discarded
Image
===== PAGE 762 =====
Pond 43P: Subsurface Basin Lot 10
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 763 =====
Hydrograph for Pond 43P: Subsurface Basin Lot 10
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00092.000.00
2.000.000.00092.000.00
4.000.000.00092.000.00
6.000.000.00092.000.00
8.000.000.00092.000.00
10.000.010.00092.000.01
12.000.110.00092.070.08
14.000.010.00092.000.01
16.000.000.00092.000.00
18.000.000.00092.000.00
20.000.000.00092.000.00
22.000.000.00092.000.00
24.000.000.00092.000.00
26.000.000.00092.000.00
28.000.000.00092.000.00
30.000.000.00092.000.00
32.000.000.00092.000.00
34.000.000.00092.000.00
36.000.000.00092.000.00
38.000.000.00092.000.00
40.000.000.00092.000.00
42.000.000.00092.000.00
44.000.000.00092.000.00
46.000.000.00092.000.00
48.000.000.00092.000.00
50.000.000.00092.000.00
52.000.000.00092.000.00
54.000.000.00092.000.00
56.000.000.00092.000.00
58.000.000.00092.000.00
60.000.000.00092.000.00
62.000.000.00092.000.00
64.000.000.00092.000.00
66.000.000.00092.000.00
68.000.000.00092.000.00
70.000.000.00092.000.00
72.000.000.00092.000.00
===== PAGE 764 ===== ## Stage-Discharge for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
92.000.0093.040.08
92.020.0893.060.08
92.040.0893.080.08
92.060.0893.100.08
92.080.0893.120.08
92.100.0893.140.08
92.120.0893.160.08
92.140.0893.180.08
92.160.0893.200.08
92.180.0893.220.08
92.200.0893.240.08
92.220.0893.260.08
92.240.0893.280.08
92.260.0893.300.08
92.280.0893.320.08
92.300.0893.340.08
92.320.0893.360.08
92.340.0893.380.08
92.360.0893.400.08
92.380.0893.420.08
92.400.0893.440.08
92.420.0893.460.08
92.440.0893.480.08
92.460.0893.500.08
92.480.0893.520.08
92.500.0893.540.08
92.520.0893.560.08
92.540.0893.580.08
92.560.0893.600.08
92.580.0893.620.08
92.600.0893.640.08
92.620.0893.660.08
92.640.0893.680.08
92.660.0893.700.08
92.680.0893.720.08
92.700.0893.740.08
92.720.0893.760.08
92.740.0893.780.08
92.760.0893.800.08
92.780.0893.820.08
92.800.0893.840.08
92.820.0893.860.08
92.840.0893.880.08
92.860.0893.900.08
92.880.0893.920.08
92.900.0893.940.08
92.920.0893.960.08
92.940.0893.980.08
92.960.0894.000.08
92.980.0894.020.08
93.000.0894.040.08
93.020.0894.060.08
Elevation (feet)Discarded (cfs)
94.080.08
94.100.08
94.120.08
94.140.08
94.160.08
===== PAGE 765 ===== Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Surface (acres)Storage (acre-feet)
92.000.0080.000
92.050.0080.000
92.100.0080.000
92.150.0080.000
92.200.0080.001
92.250.0080.001
92.300.0080.001
92.350.0080.001
92.400.0080.001
92.450.0080.001
92.500.0080.002
92.550.0080.002
92.600.0080.002
92.650.0080.002
92.700.0080.002
92.750.0080.003
92.800.0080.003
92.850.0080.003
92.900.0080.003
92.950.0080.004
93.000.0080.004
93.050.0080.004
93.100.0080.004
93.150.0080.005
93.200.0080.005
93.250.0080.005
93.300.0080.005
93.350.0080.006
93.400.0080.006
93.450.0080.006
93.500.0080.006
93.550.0080.007
93.600.0080.007
93.650.0080.007
93.700.0080.007
93.750.0080.007
93.800.0080.007
93.850.0080.008
93.900.0080.008
93.950.0080.008
94.000.0080.008
94.050.0080.008
94.100.0080.008
94.150.0080.009
===== PAGE 766 ===== ## Summary for Pond 46P: Subsurface Basin Lot 3 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.05 cfs @ 11.86 hrs, Volume= 587 cf, Atten=74%, Lag=0.0 min Discarded = 0.05 cfs @ 11.86 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.44' @ 12.22 hrs Surf.Area= 0.011 ac Storage= 0.002 af Plug-Flow detention time= 7.3 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 7.3 min (755.7 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.86 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 46P: Subsurface Basin Lot 3
Exfiltration
===== PAGE 767 ===== ## Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 768 =====
Pond 46P: Subsurface Basin Lot 3
Image
Pond 46P: Subsurface Basin Lot 3
Stage-Discharge
Image
☐ Discarded ===== PAGE 769 =====
Pond 46P: Subsurface Basin Lot 3
Stage-Area-Storage
Image
===== PAGE 770 =====
Hydrograph for Pond 46P: Subsurface Basin Lot 3
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.110.00193.140.05
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 771 ===== ## Stage-Discharge for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 772 ===== Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 773 ===== ## Summary for Pond 50P: Subsurface Basin Lot 4 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.05 cfs @ 11.86 hrs, Volume= 587 cf, Atten=74%, Lag=0.0 min Discarded = 0.05 cfs @ 11.86 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.44' @ 12.22 hrs Surf.Area= 0.011 ac Storage= 0.002 af Plug-Flow detention time= 7.3 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 7.3 min (755.7 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A
0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.86 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 50P: Subsurface Basin Lot 4
Exfiltration
===== PAGE 774 ===== ## Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 775 =====
Pond 50P: Subsurface Basin Lot 4
Image
Pond 50P: Subsurface Basin Lot 4
Stage-Discharge
Image
☐ Discarded ===== PAGE 776 =====
Pond 50P: Subsurface Basin Lot 4
Stage-Area-Storage
Image
===== PAGE 777 =====
Hydrograph for Pond 50P: Subsurface Basin Lot 4
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.110.00193.140.05
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 778 ===== ## Stage-Discharge for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 779 ===== Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 780 ===== ## Summary for Pond 52P: Subsurface Basin Lot 6 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.07 cfs @ 11.93 hrs, Volume= 587 cf, Atten= 61%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.93 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.37' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 2.3 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 2.3 min (750.6 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 47.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.93 hrsHW=93.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.07 cfs)
Image
Pond 52P: Subsurface Basin Lot 6
Exfiltration
===== PAGE 781 ===== ## Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0" End Stone x 2 = 47.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage 6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement 784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage Chamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17' 6 Chambers 29.0 cy Field 20.7 cy Stone
Image
===== PAGE 782 =====
Pond 52P: Subsurface Basin Lot 6
Image
Pond 52P: Subsurface Basin Lot 6
Stage-Discharge
Image
☐ Discarded ===== PAGE 783 =====
Pond 52P: Subsurface Basin Lot 6
Stage-Area-Storage
Image
0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 784 =====
Hydrograph for Pond 52P: Subsurface Basin Lot 6
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.000.00093.000.00
10.000.010.00093.000.01
12.000.110.00093.090.07
14.000.010.00093.000.01
16.000.000.00093.000.00
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 785 ===== ## Stage-Discharge for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 786 ===== Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.000
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.002
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.003
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.005
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.006
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.007
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.008
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 787 ===== ## Summary for Pond 56P: Subsurface Basin Lot 7 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 3.81" for 2 YR-F event Inflow = 0.18 cfs @ 12.09 hrs, Volume= 587 cf Outflow = 0.08 cfs @ 11.94 hrs, Volume= 587 cf, Atten= 55%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.94 hrs, Volume= 587 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.33' @ 12.12 hrs Surf.Area= 0.008 ac Storage= 0.001 af Plug-Flow detention time= 1.6 min calculated for 587 cf (100% of inflow) Center-of-Mass det. time= 1.6 min (749.9 - 748.4)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.94 hrsHW=94.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 56P: Subsurface Basin Lot 7
Exfiltration
===== PAGE 788 ===== ## Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 789 =====
Pond 56P: Subsurface Basin Lot 7
Image
Pond 56P: Subsurface Basin Lot 7
Stage-Discharge
Image
☐ Discarded ===== PAGE 790 =====
Pond 56P: Subsurface Basin Lot 7
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 791 =====
Hydrograph for Pond 56P: Subsurface Basin Lot 7
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.000.00094.000.00
10.000.010.00094.000.01
12.000.110.00094.070.08
14.000.010.00094.000.01
16.000.000.00094.000.00
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 792 ===== ## Stage-Discharge for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 793 ===== Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 794 =====
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment 36S: Roof Lot 1Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 37S: Roof Lot 8Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 38S: Roof Lot 2Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 40S: Roof Lot 9Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 42S: Roof Lot 10Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 44S: Roof Lot 3Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 48S: Roof Lot 4Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 51S: Roof Lot 6Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment 55S: Roof Lot 7Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Pond 37P: Subsurface Basin Lot 1Peak Elev=91.75' Storage=0.004 af Inflow=0.24 cfs 793 cf Outflow=0.03 cfs 793 cf
Pond 38P: Subsurface Basin Lot 8Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf
Pond 39P: Subsurface Basin Lot 2Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf
Pond 41P: Subsurface Basin Lot 9Peak Elev=93.66' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf
Pond 43P: Subsurface Basin Lot 10Peak Elev=92.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf
Pond 46P: Subsurface Basin Lot 3Peak Elev=93.69' Storage=0.003 af Inflow=0.24 cfs 793 cf Outflow=0.05 cfs 793 cf
Pond 50P: Subsurface Basin Lot 4Peak Elev=93.69' Storage=0.003 af Inflow=0.24 cfs 793 cf Outflow=0.05 cfs 793 cf
===== PAGE 795 ===== Pond 52P: Subsurface Basin Lot 6 Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf Total Runoff Area = 16,650 sf Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf Runoff Volume = 7,135 cf Average Runoff Depth = 5.14" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf ===== PAGE 796 ===== # Summary for Subcatchment 36S: Roof Lot 1 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 37P : Subsurface Basin Lot 1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 36S: Roof Lot 1
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 797 =====
Hydrograph for Subcatchment 36S: Roof Lot 1
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 798 ===== # Summary for Subcatchment 37S: Roof Lot 8 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 38P : Subsurface Basin Lot 8 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 37S: Roof Lot 8
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 799 =====
Hydrograph for Subcatchment 37S: Roof Lot 8
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 800 ===== # Summary for Subcatchment 38S: Roof Lot 2 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 39P : Subsurface Basin Lot 2 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 38S: Roof Lot 2
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 801 =====
Hydrograph for Subcatchment 38S: Roof Lot 2
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 802 ===== # Summary for Subcatchment 40S: Roof Lot 9 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 41P : Subsurface Basin Lot 9 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 40S: Roof Lot 9
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 803 =====
Hydrograph for Subcatchment 40S: Roof Lot 9
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 804 ===== # Summary for Subcatchment 42S: Roof Lot 10 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 43P : Subsurface Basin Lot 10 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 42S: Roof Lot 10
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 805 =====
Hydrograph for Subcatchment 42S: Roof Lot 10
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 806 ===== # Summary for Subcatchment 44S: Roof Lot 3 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 46P : Subsurface Basin Lot 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 44S: Roof Lot 3
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 807 =====
Hydrograph for Subcatchment 44S: Roof Lot 3
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 808 ===== # Summary for Subcatchment 48S: Roof Lot 4 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 50P : Subsurface Basin Lot 4 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 48S: Roof Lot 4
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 809 =====
Hydrograph for Subcatchment 48S: Roof Lot 4
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 810 ===== # Summary for Subcatchment 51S: Roof Lot 6 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 52P : Subsurface Basin Lot 6 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 51S: Roof Lot 6
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 811 =====
Hydrograph for Subcatchment 51S: Roof Lot 6
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 812 ===== # Summary for Subcatchment 55S: Roof Lot 7 Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 56P : Subsurface Basin Lot 7 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 55S: Roof Lot 7
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 813 =====
Hydrograph for Subcatchment 55S: Roof Lot 7
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 814 ===== ## Summary for Pond 37P: Subsurface Basin Lot 1 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.03 cfs @ 11.61 hrs, Volume= 793 cf, Atten= 86%, Lag= 0.0 min Discarded = 0.03 cfs @ 11.61 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.75' @ 12.52 hrs Surf.Area= 0.013 ac Storage= 0.004 af Plug-Flow detention time= 30.6 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 30.5 min (773.6 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A91.00'0.008 af10.06'W x 57.33'L x 2.17'H Field A
0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids
#2A91.33'0.006 afADS N-12 15" x 12 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment = -7.00' x 1.20 sf x 4 rows 8.72' Header x 1.20 sf x 2 = 20.9 cf Inside
0.014 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded91.00'2.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.03 cfs @ 11.61 hrsHW=91.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Pond 37P: Subsurface Basin Lot 1
Exfiltration
===== PAGE 815 ===== ## Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= -7.00' x 1.20 sf x 4 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0" End Stone x 2 = 57.33' Base Length 4 Rows x 18.0" Wide + 10.9" Spacing x 3 + 8.0" Side Stone x 2 = 10.06' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage 12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement 1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage Chamber Storage + Stone Storage = 628.4 cf = 0.014 af Overall Storage Efficiency = 50.3% Overall System Size = 57.33' x 10.06' x 2.17' 12 Chambers 46.3 cy Field 32.7 cy Stone
Image
===== PAGE 816 =====
Pond 37P: Subsurface Basin Lot 1
Image
Pond 37P: Subsurface Basin Lot 1
Stage-Discharge
Image
☐ Discarded ===== PAGE 817 =====
Pond 37P: Subsurface Basin Lot 1
Stage-Area-Storage
Image
===== PAGE 818 =====
Hydrograph for Pond 37P: Subsurface Basin Lot 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00091.000.00
2.000.000.00091.000.00
4.000.000.00091.000.00
6.000.000.00091.000.00
8.000.010.00091.000.01
10.000.010.00091.000.01
12.000.150.00291.310.03
14.000.010.00291.500.03
16.000.010.00091.000.01
18.000.000.00091.000.00
20.000.000.00091.000.00
22.000.000.00091.000.00
24.000.000.00091.000.00
26.000.000.00091.000.00
28.000.000.00091.000.00
30.000.000.00091.000.00
32.000.000.00091.000.00
34.000.000.00091.000.00
36.000.000.00091.000.00
38.000.000.00091.000.00
40.000.000.00091.000.00
42.000.000.00091.000.00
44.000.000.00091.000.00
46.000.000.00091.000.00
48.000.000.00091.000.00
50.000.000.00091.000.00
52.000.000.00091.000.00
54.000.000.00091.000.00
56.000.000.00091.000.00
58.000.000.00091.000.00
60.000.000.00091.000.00
62.000.000.00091.000.00
64.000.000.00091.000.00
66.000.000.00091.000.00
68.000.000.00091.000.00
70.000.000.00091.000.00
72.000.000.00091.000.00
===== PAGE 819 ===== ## Stage-Discharge for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
91.000.0092.040.03
91.020.0392.060.03
91.040.0392.080.03
91.060.0392.100.03
91.080.0392.120.03
91.100.0392.140.03
91.120.0392.160.03
91.140.0392.180.03
91.160.0392.200.03
91.180.0392.220.03
91.200.0392.240.03
91.220.0392.260.03
91.240.0392.280.03
91.260.0392.300.03
91.280.0392.320.03
91.300.0392.340.03
91.320.0392.360.03
91.340.0392.380.03
91.360.0392.400.03
91.380.0392.420.03
91.400.0392.440.03
91.420.0392.460.03
91.440.0392.480.03
91.460.0392.500.03
91.480.0392.520.03
91.500.0392.540.03
91.520.0392.560.03
91.540.0392.580.03
91.560.0392.600.03
91.580.0392.620.03
91.600.0392.640.03
91.620.0392.660.03
91.640.0392.680.03
91.660.0392.700.03
91.680.0392.720.03
91.700.0392.740.03
91.720.0392.760.03
91.740.0392.780.03
91.760.0392.800.03
91.780.0392.820.03
91.800.0392.840.03
91.820.0392.860.03
91.840.0392.880.03
91.860.0392.900.03
91.880.0392.920.03
91.900.0392.940.03
91.920.0392.960.03
91.940.0392.980.03
91.960.0393.000.03
91.980.0393.020.03
92.000.0393.040.03
92.020.0393.060.03
Elevation (feet)Discarded (cfs)
93.080.03
93.100.03
93.120.03
93.140.03
93.160.03
===== PAGE 820 ===== Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Surface (acres)Storage (acre-feet)
91.000.0130.000
91.050.0130.000
91.100.0130.001
91.150.0130.001
91.200.0130.001
91.250.0130.001
91.300.0130.002
91.350.0130.002
91.400.0130.002
91.450.0130.002
91.500.0130.002
91.550.0130.003
91.600.0130.003
91.650.0130.004
91.700.0130.004
91.750.0130.004
91.800.0130.005
91.850.0130.005
91.900.0130.006
91.950.0130.006
92.000.0130.006
92.050.0130.007
92.100.0130.007
92.150.0130.008
92.200.0130.008
92.250.0130.009
92.300.0130.009
92.350.0130.010
92.400.0130.010
92.450.0130.010
92.500.0130.011
92.550.0130.011
92.600.0130.012
92.650.0130.012
92.700.0130.012
92.750.0130.012
92.800.0130.013
92.850.0130.013
92.900.0130.013
92.950.0130.013
93.000.0130.014
93.050.0130.014
93.100.0130.014
93.150.0130.014
===== PAGE 821 ===== ## Summary for Pond 38P: Subsurface Basin Lot 8 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.08 cfs @ 11.92 hrs, Volume= 793 cf, Atten= 66%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.92 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.60' @ 12.20 hrs Surf.Area= 0.008 ac Storage= 0.002 af Plug-Flow detention time= 3.4 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 3.4 min (746.4 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.92 hrsHW=94.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 38P: Subsurface Basin Lot 8
Exfiltration
===== PAGE 822 ===== ## Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 823 =====
Pond 38P: Subsurface Basin Lot 8
Image
Pond 38P: Subsurface Basin Lot 8
Stage-Discharge
Image
☐ Discarded ===== PAGE 824 =====
Pond 38P: Subsurface Basin Lot 8
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 825 =====
Hydrograph for Pond 38P: Subsurface Basin Lot 8
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.010.00094.000.01
10.000.010.00094.000.01
12.000.150.00194.160.08
14.000.010.00094.000.01
16.000.010.00094.000.01
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 826 ===== ## Stage-Discharge for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 827 ===== Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 828 ===== ## Summary for Pond 39P: Subsurface Basin Lot 2 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.07 cfs @ 11.85 hrs, Volume= 793 cf, Atten= 71%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.85 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.65' @ 12.21 hrs Surf.Area= 0.009 ac Storage= 0.002 af Plug-Flow detention time= 5.3 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 5.3 min (748.3 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 49.33"L x 2.17"H Field A
0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'7.850 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.85 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 39P: Subsurface Basin Lot 2
Exfiltration
===== PAGE 829 ===== ## Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0" End Stone x 2 = 49.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage 6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement 817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage Chamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17' 6 Chambers 30.3 cy Field 21.5 cy Stone
Image
===== PAGE 830 =====
Pond 39P: Subsurface Basin Lot 2
Image
Pond 39P: Subsurface Basin Lot 2
Stage-Discharge
Image
☐ Discarded ===== PAGE 831 =====
Pond 39P: Subsurface Basin Lot 2
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 832 =====
Hydrograph for Pond 39P: Subsurface Basin Lot 2
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.150.00193.200.07
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 833 ===== ## Stage-Discharge for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 834 ===== Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0090.000
93.050.0090.000
93.100.0090.000
93.150.0090.001
93.200.0090.001
93.250.0090.001
93.300.0090.001
93.350.0090.001
93.400.0090.001
93.450.0090.001
93.500.0090.002
93.550.0090.002
93.600.0090.002
93.650.0090.002
93.700.0090.003
93.750.0090.003
93.800.0090.003
93.850.0090.003
93.900.0090.004
93.950.0090.004
94.000.0090.004
94.050.0090.005
94.100.0090.005
94.150.0090.005
94.200.0090.005
94.250.0090.006
94.300.0090.006
94.350.0090.006
94.400.0090.007
94.450.0090.007
94.500.0090.007
94.550.0090.007
94.600.0090.008
94.650.0090.008
94.700.0090.008
94.750.0090.008
94.800.0090.008
94.850.0090.008
94.900.0090.008
94.950.0090.009
95.000.0090.009
95.050.0090.009
95.100.0090.009
95.150.0090.009
===== PAGE 835 ===== ## Summary for Pond 41P: Subsurface Basin Lot 9 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.07 cfs @ 11.85 hrs, Volume= 793 cf, Atten= 71%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.85 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.66' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.002 af Plug-Flow detention time= 5.3 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 5.3 min (748.4 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 48.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.85 hrs HW=93.02' (Free Discharge)
—1=Exfiltration(Exfiltration Controls 0.07 cfs)
Pond 41P: Subsurface Basin Lot 9
Exfiltration
===== PAGE 836 ===== ## Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0" End Stone x 2 = 48.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage 6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement 800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage Chamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17' 6 Chambers 29.7 cy Field 21.1 cy Stone
Image
===== PAGE 837 =====
Pond 41P: Subsurface Basin Lot 9
Image
Pond 41P: Subsurface Basin Lot 9
Stage-Discharge
Image
☐ Discarded ===== PAGE 838 =====
Pond 41P: Subsurface Basin Lot 9
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 839 =====
Hydrograph for Pond 41P: Subsurface Basin Lot 9
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.150.00193.210.07
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 840 ===== ## Stage-Discharge for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 841 ===== Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.001
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.003
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.004
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.006
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.007
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.008
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.009
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 842 ===== ## Summary for Pond 43P: Subsurface Basin Lot 10 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.08 cfs @ 11.92 hrs, Volume= 793 cf, Atten= 66%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.92 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.60' @ 12.20 hrs Surf.Area= 0.008 ac Storage= 0.002 af Plug-Flow detention time= 3.4 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 3.4 min (746.4 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A92.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A92.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded92.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.92 hrsHW=92.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 43P: Subsurface Basin Lot 10
Exfiltration
===== PAGE 843 ===== ## Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 844 =====
Pond 43P: Subsurface Basin Lot 10
Image
Pond 43P: Subsurface Basin Lot 10
Stage-Discharge
Image
☐ Discarded ===== PAGE 845 =====
Pond 43P: Subsurface Basin Lot 10
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 846 =====
Hydrograph for Pond 43P: Subsurface Basin Lot 10
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00092.000.00
2.000.000.00092.000.00
4.000.000.00092.000.00
6.000.000.00092.000.00
8.000.010.00092.000.01
10.000.010.00092.000.01
12.000.150.00192.160.08
14.000.010.00092.000.01
16.000.010.00092.000.01
18.000.000.00092.000.00
20.000.000.00092.000.00
22.000.000.00092.000.00
24.000.000.00092.000.00
26.000.000.00092.000.00
28.000.000.00092.000.00
30.000.000.00092.000.00
32.000.000.00092.000.00
34.000.000.00092.000.00
36.000.000.00092.000.00
38.000.000.00092.000.00
40.000.000.00092.000.00
42.000.000.00092.000.00
44.000.000.00092.000.00
46.000.000.00092.000.00
48.000.000.00092.000.00
50.000.000.00092.000.00
52.000.000.00092.000.00
54.000.000.00092.000.00
56.000.000.00092.000.00
58.000.000.00092.000.00
60.000.000.00092.000.00
62.000.000.00092.000.00
64.000.000.00092.000.00
66.000.000.00092.000.00
68.000.000.00092.000.00
70.000.000.00092.000.00
72.000.000.00092.000.00
===== PAGE 847 ===== ## Stage-Discharge for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
92.000.0093.040.08
92.020.0893.060.08
92.040.0893.080.08
92.060.0893.100.08
92.080.0893.120.08
92.100.0893.140.08
92.120.0893.160.08
92.140.0893.180.08
92.160.0893.200.08
92.180.0893.220.08
92.200.0893.240.08
92.220.0893.260.08
92.240.0893.280.08
92.260.0893.300.08
92.280.0893.320.08
92.300.0893.340.08
92.320.0893.360.08
92.340.0893.380.08
92.360.0893.400.08
92.380.0893.420.08
92.400.0893.440.08
92.420.0893.460.08
92.440.0893.480.08
92.460.0893.500.08
92.480.0893.520.08
92.500.0893.540.08
92.520.0893.560.08
92.540.0893.580.08
92.560.0893.600.08
92.580.0893.620.08
92.600.0893.640.08
92.620.0893.660.08
92.640.0893.680.08
92.660.0893.700.08
92.680.0893.720.08
92.700.0893.740.08
92.720.0893.760.08
92.740.0893.780.08
92.760.0893.800.08
92.780.0893.820.08
92.800.0893.840.08
92.820.0893.860.08
92.840.0893.880.08
92.860.0893.900.08
92.880.0893.920.08
92.900.0893.940.08
92.920.0893.960.08
92.940.0893.980.08
92.960.0894.000.08
92.980.0894.020.08
93.000.0894.040.08
93.020.0894.060.08
Elevation (feet)Discarded (cfs)
94.080.08
94.100.08
94.120.08
94.140.08
94.160.08
===== PAGE 848 ===== Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Surface (acres)Storage (acre-feet)
92.000.0080.000
92.050.0080.000
92.100.0080.000
92.150.0080.000
92.200.0080.001
92.250.0080.001
92.300.0080.001
92.350.0080.001
92.400.0080.001
92.450.0080.001
92.500.0080.002
92.550.0080.002
92.600.0080.002
92.650.0080.002
92.700.0080.002
92.750.0080.003
92.800.0080.003
92.850.0080.003
92.900.0080.003
92.950.0080.004
93.000.0080.004
93.050.0080.004
93.100.0080.004
93.150.0080.005
93.200.0080.005
93.250.0080.005
93.300.0080.005
93.350.0080.006
93.400.0080.006
93.450.0080.006
93.500.0080.006
93.550.0080.007
93.600.0080.007
93.650.0080.007
93.700.0080.007
93.750.0080.007
93.800.0080.007
93.850.0080.008
93.900.0080.008
93.950.0080.008
94.000.0080.008
94.050.0080.008
94.100.0080.008
94.150.0080.009
===== PAGE 849 ===== ## Summary for Pond 46P: Subsurface Basin Lot 3 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.05 cfs @ 11.77 hrs, Volume= 793 cf, Atten= 81%, Lag= 0.0 min Discarded = 0.05 cfs @ 11.77 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.69' @ 12.32 hrs Surf.Area= 0.011 ac Storage= 0.003 af Plug-Flow detention time= 14.2 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 14.2 min (757.2 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 cfTotal Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.77 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 46P: Subsurface Basin Lot 3
Exfiltration
===== PAGE 850 ===== ## Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 851 =====
Pond 46P: Subsurface Basin Lot 3
Image
Pond 46P: Subsurface Basin Lot 3
Stage-Discharge
Image
===== PAGE 852 =====
Pond 46P: Subsurface Basin Lot 3
Stage-Area-Storage
Image
===== PAGE 853 =====
Hydrograph for Pond 46P: Subsurface Basin Lot 3
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.150.00193.260.05
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 854 ===== ## Stage-Discharge for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 855 ===== Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 856 ===== ## Summary for Pond 50P: Subsurface Basin Lot 4 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.05 cfs @ 11.77 hrs, Volume= 793 cf, Atten= 81%, Lag= 0.0 min Discarded = 0.05 cfs @ 11.77 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.69' @ 12.32 hrs Surf.Area= 0.011 ac Storage= 0.003 af Plug-Flow detention time= 14.2 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 14.2 min (757.2 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 cfTotal Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.77 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 50P: Subsurface Basin Lot 4
Exfiltration
===== PAGE 857 ===== ## Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 858 =====
Pond 50P: Subsurface Basin Lot 4
Image
Pond 50P: Subsurface Basin Lot 4
Stage-Discharge
Image
===== PAGE 859 =====
Pond 50P: Subsurface Basin Lot 4
Stage-Area-Storage
Image
===== PAGE 860 =====
Hydrograph for Pond 50P: Subsurface Basin Lot 4
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.150.00193.260.05
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 861 ===== ## Stage-Discharge for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 862 ===== Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 863 ===== ## Summary for Pond 52P: Subsurface Basin Lot 6 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.07 cfs @ 11.86 hrs, Volume= 793 cf, Atten= 70%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.86 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.65' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.002 af Plug-Flow detention time= 4.8 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 4.8 min (747.9 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 47.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.86 hrs HW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 52P: Subsurface Basin Lot 6
Exfiltration
===== PAGE 864 ===== ## Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0" End Stone x 2 = 47.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage 6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement 784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage Chamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17' 6 Chambers 29.0 cy Field 20.7 cy Stone
Image
===== PAGE 865 =====
Pond 52P: Subsurface Basin Lot 6
Image
Pond 52P: Subsurface Basin Lot 6
Stage-Discharge
Image
☐ Discarded ===== PAGE 866 =====
Pond 52P: Subsurface Basin Lot 6
Stage-Area-Storage
Image
0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 867 =====
Hydrograph for Pond 52P: Subsurface Basin Lot 6
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.150.00193.200.07
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 868 ===== ## Stage-Discharge for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 869 ===== Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.000
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.002
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.003
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.005
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.006
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.007
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.008
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 870 ===== ## Summary for Pond 56P: Subsurface Basin Lot 7 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event Inflow = 0.24 cfs @ 12.09 hrs, Volume= 793 cf Outflow = 0.08 cfs @ 11.92 hrs, Volume= 793 cf, Atten= 66%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.92 hrs, Volume= 793 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.60' @ 12.20 hrs Surf.Area= 0.008 ac Storage= 0.002 af Plug-Flow detention time= 3.4 min calculated for 793 cf (100% of inflow) Center-of-Mass det. time= 3.4 min (746.4 - 743.1)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.92 hrsHW=94.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 56P: Subsurface Basin Lot 7
Exfiltration
===== PAGE 871 ===== ## Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 872 =====
Pond 56P: Subsurface Basin Lot 7
Image
Pond 56P: Subsurface Basin Lot 7
Stage-Discharge
Image
☐ Discarded ===== PAGE 873 =====
Pond 56P: Subsurface Basin Lot 7
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 874 =====
Hydrograph for Pond 56P: Subsurface Basin Lot 7
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.010.00094.000.01
10.000.010.00094.000.01
12.000.150.00194.160.08
14.000.010.00094.000.01
16.000.010.00094.000.01
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 875 ===== ## Stage-Discharge for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 876 ===== Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 877 =====
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious
Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment 36S: Roof Lot 1Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 37S: Roof Lot 8Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 38S: Roof Lot 2Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 40S: Roof Lot 9Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 42S: Roof Lot 10Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 44S: Roof Lot 3Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 48S: Roof Lot 4Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 51S: Roof Lot 6Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Subcatchment 55S: Roof Lot 7Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=6.10" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.28 cfs 941 cf
Pond 37P: Subsurface Basin Lot 1Peak Elev=91.90' Storage=0.006 af Inflow=0.28 cfs 941 cf Outflow=0.03 cfs 941 cf
Pond 38P: Subsurface Basin Lot 8Peak Elev=94.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf
Pond 39P: Subsurface Basin Lot 2Peak Elev=93.81' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf
Pond 41P: Subsurface Basin Lot 9Peak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf
Pond 43P: Subsurface Basin Lot 10Peak Elev=92.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf
Pond 46P: Subsurface Basin Lot 3Peak Elev=93.85' Storage=0.004 af Inflow=0.28 cfs 941 cf Outflow=0.05 cfs 941 cf
Pond 50P: Subsurface Basin Lot 4Peak Elev=93.85' Storage=0.004 af Inflow=0.28 cfs 941 cf Outflow=0.05 cfs 941 cf
===== PAGE 878 ===== Pond 52P: Subsurface Basin Lot 6 Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf Peak Elev=94.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf Total Runoff Area = 16,650 sf Runoff Volume = 8,466 cf Average Runoff Depth = 6.10" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf ===== PAGE 879 ===== # Summary for Subcatchment 36S: Roof Lot 1 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 37P : Subsurface Basin Lot 1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 36S: Roof Lot 1
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 880 =====
Hydrograph for Subcatchment 36S: Roof Lot 1
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 881 ===== # Summary for Subcatchment 37S: Roof Lot 8 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 38P : Subsurface Basin Lot 8 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 37S: Roof Lot 8
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 882 =====
Hydrograph for Subcatchment 37S: Roof Lot 8
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 883 ===== # Summary for Subcatchment 38S: Roof Lot 2 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 39P : Subsurface Basin Lot 2 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 38S: Roof Lot 2
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 884 =====
Hydrograph for Subcatchment 38S: Roof Lot 2
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 885 ===== # Summary for Subcatchment 40S: Roof Lot 9 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 41P : Subsurface Basin Lot 9 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 40S: Roof Lot 9
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 886 =====
Hydrograph for Subcatchment 40S: Roof Lot 9
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 887 ===== # Summary for Subcatchment 42S: Roof Lot 10 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 43P : Subsurface Basin Lot 10 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 42S: Roof Lot 10
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 888 =====
Hydrograph for Subcatchment 42S: Roof Lot 10
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 889 ===== # Summary for Subcatchment 44S: Roof Lot 3 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 46P : Subsurface Basin Lot 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 44S: Roof Lot 3
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 890 =====
Hydrograph for Subcatchment 44S: Roof Lot 3
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 891 ===== # Summary for Subcatchment 48S: Roof Lot 4 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 50P : Subsurface Basin Lot 4 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 48S: Roof Lot 4
Hydrograph
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 892 =====
Hydrograph for Subcatchment 48S: Roof Lot 4
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 893 ===== # Summary for Subcatchment 51S: Roof Lot 6 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 52P : Subsurface Basin Lot 6 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 51S: Roof Lot 6
Image
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 894 =====
Hydrograph for Subcatchment 51S: Roof Lot 6
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 895 ===== # Summary for Subcatchment 55S: Roof Lot 7 Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10" Routed to Pond 56P : Subsurface Basin Lot 7 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 55S: Roof Lot 7
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 896 =====
Hydrograph for Subcatchment 55S: Roof Lot 7
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.150.000.040.00
4.000.330.000.170.00
6.000.540.000.360.00
8.000.820.000.620.01
10.001.260.001.040.01
12.003.040.002.810.17
14.005.080.004.850.01
16.005.520.005.280.01
18.005.800.005.560.00
20.006.010.005.770.00
22.006.190.005.950.00
24.006.340.006.100.00
26.006.340.006.100.00
28.006.340.006.100.00
30.006.340.006.100.00
32.006.340.006.100.00
34.006.340.006.100.00
36.006.340.006.100.00
38.006.340.006.100.00
40.006.340.006.100.00
42.006.340.006.100.00
44.006.340.006.100.00
46.006.340.006.100.00
48.006.340.006.100.00
50.006.340.006.100.00
52.006.340.006.100.00
54.006.340.006.100.00
56.006.340.006.100.00
58.006.340.006.100.00
60.006.340.006.100.00
62.006.340.006.100.00
64.006.340.006.100.00
66.006.340.006.100.00
68.006.340.006.100.00
70.006.340.006.100.00
72.006.340.006.100.00
===== PAGE 897 =====
DeviceRoutingInvertOutlet Devices
#1Discarded91.00'2.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.03 cfs @ 11.54 hrs HW=91.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Pond 37P: Subsurface Basin Lot 1
Exfiltration
# Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 276 ## Summary for Pond 37P: Subsurface Basin Lot 1 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.03 cfs @ 11.54 hrs, Volume= 941 cf, Atten= 88%, Lag= 0.0 min Discarded = 0.03 cfs @ 11.54 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 91.90' @ 12.71 hrs Surf.Area= 0.013 ac Storage= 0.006 af Plug-Flow detention time = 42.5 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time = 42.5 min (782.9 - 740.4) Volume Invert Avail.Storage Storage Description #1A 91.00' 0.008 af 10.06'W x 57.33'L x 2.17'H Field A #2A 91.33' 0.006 af 0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids #2A 91.33' 0.006 af ADS N-12 15" x 12 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment = -7.00' x 1.20 sf x 4 rows 8.72' Header x 1.20 sf x 2 = 20.9 cf Inside 0.014 af Total Available Storage 0.014 af Total Available Storage Storage Group A created with Chamber Wizard ===== PAGE 898 ===== ## Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= -7.00' x 1.20 sf x 4 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0" End Stone x 2 = 57.33' Base Length 4 Rows x 18.0" Wide + 10.9" Spacing x 3 + 8.0" Side Stone x 2 = 10.06' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage 12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement 1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage Chamber Storage + Stone Storage = 628.4 cf = 0.014 af Overall Storage Efficiency = 50.3% Overall System Size = 57.33' x 10.06' x 2.17' 12 Chambers 46.3 cy Field 32.7 cy Stone
Image
===== PAGE 899 =====
Pond 37P: Subsurface Basin Lot 1
Image
Pond 37P: Subsurface Basin Lot 1
Stage-Discharge
Image
☐ Discarded ===== PAGE 900 =====
Pond 37P: Subsurface Basin Lot 1
Stage-Area-Storage
Image
===== PAGE 901 =====
Hydrograph for Pond 37P: Subsurface Basin Lot 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00091.000.00
2.000.000.00091.000.00
4.000.000.00091.000.00
6.000.000.00091.000.00
8.000.010.00091.000.01
10.000.010.00091.000.01
12.000.170.00291.440.03
14.000.010.00491.730.03
16.000.010.00091.060.03
18.000.000.00091.000.00
20.000.000.00091.000.00
22.000.000.00091.000.00
24.000.000.00091.000.00
26.000.000.00091.000.00
28.000.000.00091.000.00
30.000.000.00091.000.00
32.000.000.00091.000.00
34.000.000.00091.000.00
36.000.000.00091.000.00
38.000.000.00091.000.00
40.000.000.00091.000.00
42.000.000.00091.000.00
44.000.000.00091.000.00
46.000.000.00091.000.00
48.000.000.00091.000.00
50.000.000.00091.000.00
52.000.000.00091.000.00
54.000.000.00091.000.00
56.000.000.00091.000.00
58.000.000.00091.000.00
60.000.000.00091.000.00
62.000.000.00091.000.00
64.000.000.00091.000.00
66.000.000.00091.000.00
68.000.000.00091.000.00
70.000.000.00091.000.00
72.000.000.00091.000.00
===== PAGE 902 ===== ## Stage-Discharge for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
91.000.0092.040.03
91.020.0392.060.03
91.040.0392.080.03
91.060.0392.100.03
91.080.0392.120.03
91.100.0392.140.03
91.120.0392.160.03
91.140.0392.180.03
91.160.0392.200.03
91.180.0392.220.03
91.200.0392.240.03
91.220.0392.260.03
91.240.0392.280.03
91.260.0392.300.03
91.280.0392.320.03
91.300.0392.340.03
91.320.0392.360.03
91.340.0392.380.03
91.360.0392.400.03
91.380.0392.420.03
91.400.0392.440.03
91.420.0392.460.03
91.440.0392.480.03
91.460.0392.500.03
91.480.0392.520.03
91.500.0392.540.03
91.520.0392.560.03
91.540.0392.580.03
91.560.0392.600.03
91.580.0392.620.03
91.600.0392.640.03
91.620.0392.660.03
91.640.0392.680.03
91.660.0392.700.03
91.680.0392.720.03
91.700.0392.740.03
91.720.0392.760.03
91.740.0392.780.03
91.760.0392.800.03
91.780.0392.820.03
91.800.0392.840.03
91.820.0392.860.03
91.840.0392.880.03
91.860.0392.900.03
91.880.0392.920.03
91.900.0392.940.03
91.920.0392.960.03
91.940.0392.980.03
91.960.0393.000.03
91.980.0393.020.03
92.000.0393.040.03
92.020.0393.060.03
Elevation (feet)Discarded (cfs)
93.080.03
93.100.03
93.120.03
93.140.03
93.160.03
===== PAGE 903 ===== Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Surface (acres)Storage (acre-feet)
91.000.0130.000
91.050.0130.000
91.100.0130.001
91.150.0130.001
91.200.0130.001
91.250.0130.001
91.300.0130.002
91.350.0130.002
91.400.0130.002
91.450.0130.002
91.500.0130.002
91.550.0130.003
91.600.0130.003
91.650.0130.004
91.700.0130.004
91.750.0130.004
91.800.0130.005
91.850.0130.005
91.900.0130.006
91.950.0130.006
92.000.0130.006
92.050.0130.007
92.100.0130.007
92.150.0130.008
92.200.0130.008
92.250.0130.009
92.300.0130.009
92.350.0130.010
92.400.0130.010
92.450.0130.010
92.500.0130.011
92.550.0130.011
92.600.0130.012
92.650.0130.012
92.700.0130.012
92.750.0130.012
92.800.0130.013
92.850.0130.013
92.900.0130.013
92.950.0130.013
93.000.0130.014
93.050.0130.014
93.100.0130.014
93.150.0130.014
===== PAGE 904 ===== ## Summary for Pond 38P: Subsurface Basin Lot 8 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.08 cfs @ 11.85 hrs, Volume= 941 cf, Atten=72%, Lag=0.0 min Discarded = 0.08 cfs @ 11.85 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.78' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.003 af Plug-Flow detention time= 5.3 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 5.3 min (745.7 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.85 hrsHW=94.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 38P: Subsurface Basin Lot 8
Exfiltration
Image
===== PAGE 905 ===== ## Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 906 =====
Pond 38P: Subsurface Basin Lot 8
Image
Pond 38P: Subsurface Basin Lot 8
Stage-Discharge
Image
☐ Discarded ===== PAGE 907 =====
Pond 38P: Subsurface Basin Lot 8
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 908 =====
Hydrograph for Pond 38P: Subsurface Basin Lot 8
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.010.00094.000.01
10.000.010.00094.000.01
12.000.170.00194.260.08
14.000.010.00094.000.01
16.000.010.00094.000.01
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 909 ===== ## Stage-Discharge for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 910 ===== Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 911 ===== ## Summary for Pond 39P: Subsurface Basin Lot 2 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten=76%, Lag=0.0 min Discarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.81' @ 12.30 hrs Surf.Area= 0.009 ac Storage= 0.003 af Plug-Flow detention time= 7.9 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 7.9 min (748.3 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 49.33"L x 2.17"H Field A
0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'7.850 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.83 hrs HW=93.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 39P: Subsurface Basin Lot 2
Exfiltration
===== PAGE 912 ===== ## Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0" End Stone x 2 = 49.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage 6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement 817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage Chamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17' 6 Chambers 30.3 cy Field 21.5 cy Stone
Image
===== PAGE 913 =====
Pond 39P: Subsurface Basin Lot 2
Image
Pond 39P: Subsurface Basin Lot 2
Stage-Discharge
Image
☐ Discarded ===== PAGE 914 =====
Pond 39P: Subsurface Basin Lot 2
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 915 =====
Hydrograph for Pond 39P: Subsurface Basin Lot 2
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.170.00193.300.07
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 916 ===== ## Stage-Discharge for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 917 ===== Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0090.000
93.050.0090.000
93.100.0090.000
93.150.0090.001
93.200.0090.001
93.250.0090.001
93.300.0090.001
93.350.0090.001
93.400.0090.001
93.450.0090.001
93.500.0090.002
93.550.0090.002
93.600.0090.002
93.650.0090.002
93.700.0090.003
93.750.0090.003
93.800.0090.003
93.850.0090.003
93.900.0090.004
93.950.0090.004
94.000.0090.004
94.050.0090.005
94.100.0090.005
94.150.0090.005
94.200.0090.005
94.250.0090.006
94.300.0090.006
94.350.0090.006
94.400.0090.007
94.450.0090.007
94.500.0090.007
94.550.0090.007
94.600.0090.008
94.650.0090.008
94.700.0090.008
94.750.0090.008
94.800.0090.008
94.850.0090.008
94.900.0090.008
94.950.0090.009
95.000.0090.009
95.050.0090.009
95.100.0090.009
95.150.0090.009
===== PAGE 918 ===== ## Summary for Pond 41P: Subsurface Basin Lot 9 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten=76%, Lag=0.0 min Discarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.82' @ 12.30 hrs Surf.Area= 0.008 ac Storage= 0.003 af Plug-Flow detention time= 8.0 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 8.0 min (748.4 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 48.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.83 hrsHW=93.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 41P: Subsurface Basin Lot 9
Exfiltration
===== PAGE 919 ===== ## Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0" End Stone x 2 = 48.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage 6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement 800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage Chamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17' 6 Chambers 29.7 cy Field 21.1 cy Stone
Image
===== PAGE 920 =====
Pond 41P: Subsurface Basin Lot 9
Image
Pond 41P: Subsurface Basin Lot 9
Stage-Discharge
Image
☐ Discarded ===== PAGE 921 =====
Pond 41P: Subsurface Basin Lot 9
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 922 =====
Hydrograph for Pond 41P: Subsurface Basin Lot 9
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.170.00193.310.07
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 923 ===== ## Stage-Discharge for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 924 ===== Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.001
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.003
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.004
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.006
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.007
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.008
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.009
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 925 ===== ## Summary for Pond 43P: Subsurface Basin Lot 10 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.08 cfs @ 11.85 hrs, Volume= 941 cf, Atten=72%, Lag=0.0 min Discarded = 0.08 cfs @ 11.85 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.78' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.003 af Plug-Flow detention time= 5.3 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 5.3 min (745.7 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A92.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A92.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded92.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.85 hrsHW=92.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 43P: Subsurface Basin Lot 10
Exfiltration
===== PAGE 926 ===== ## Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 927 =====
Pond 43P: Subsurface Basin Lot 10
Image
Pond 43P: Subsurface Basin Lot 10
Stage-Discharge
Image
☐ Discarded ===== PAGE 928 =====
Pond 43P: Subsurface Basin Lot 10
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 929 =====
Hydrograph for Pond 43P: Subsurface Basin Lot 10
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00092.000.00
2.000.000.00092.000.00
4.000.000.00092.000.00
6.000.000.00092.000.00
8.000.010.00092.000.01
10.000.010.00092.000.01
12.000.170.00192.260.08
14.000.010.00092.000.01
16.000.010.00092.000.01
18.000.000.00092.000.00
20.000.000.00092.000.00
22.000.000.00092.000.00
24.000.000.00092.000.00
26.000.000.00092.000.00
28.000.000.00092.000.00
30.000.000.00092.000.00
32.000.000.00092.000.00
34.000.000.00092.000.00
36.000.000.00092.000.00
38.000.000.00092.000.00
40.000.000.00092.000.00
42.000.000.00092.000.00
44.000.000.00092.000.00
46.000.000.00092.000.00
48.000.000.00092.000.00
50.000.000.00092.000.00
52.000.000.00092.000.00
54.000.000.00092.000.00
56.000.000.00092.000.00
58.000.000.00092.000.00
60.000.000.00092.000.00
62.000.000.00092.000.00
64.000.000.00092.000.00
66.000.000.00092.000.00
68.000.000.00092.000.00
70.000.000.00092.000.00
72.000.000.00092.000.00
===== PAGE 930 ===== ## Stage-Discharge for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
92.000.0093.040.08
92.020.0893.060.08
92.040.0893.080.08
92.060.0893.100.08
92.080.0893.120.08
92.100.0893.140.08
92.120.0893.160.08
92.140.0893.180.08
92.160.0893.200.08
92.180.0893.220.08
92.200.0893.240.08
92.220.0893.260.08
92.240.0893.280.08
92.260.0893.300.08
92.280.0893.320.08
92.300.0893.340.08
92.320.0893.360.08
92.340.0893.380.08
92.360.0893.400.08
92.380.0893.420.08
92.400.0893.440.08
92.420.0893.460.08
92.440.0893.480.08
92.460.0893.500.08
92.480.0893.520.08
92.500.0893.540.08
92.520.0893.560.08
92.540.0893.580.08
92.560.0893.600.08
92.580.0893.620.08
92.600.0893.640.08
92.620.0893.660.08
92.640.0893.680.08
92.660.0893.700.08
92.680.0893.720.08
92.700.0893.740.08
92.720.0893.760.08
92.740.0893.780.08
92.760.0893.800.08
92.780.0893.820.08
92.800.0893.840.08
92.820.0893.860.08
92.840.0893.880.08
92.860.0893.900.08
92.880.0893.920.08
92.900.0893.940.08
92.920.0893.960.08
92.940.0893.980.08
92.960.0894.000.08
92.980.0894.020.08
93.000.0894.040.08
93.020.0894.060.08
Elevation (feet)Discarded (cfs)
94.080.08
94.100.08
94.120.08
94.140.08
94.160.08
===== PAGE 931 ===== Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Surface (acres)Storage (acre-feet)
92.000.0080.000
92.050.0080.000
92.100.0080.000
92.150.0080.000
92.200.0080.001
92.250.0080.001
92.300.0080.001
92.350.0080.001
92.400.0080.001
92.450.0080.001
92.500.0080.002
92.550.0080.002
92.600.0080.002
92.650.0080.002
92.700.0080.002
92.750.0080.003
92.800.0080.003
92.850.0080.003
92.900.0080.003
92.950.0080.004
93.000.0080.004
93.050.0080.004
93.100.0080.004
93.150.0080.005
93.200.0080.005
93.250.0080.005
93.300.0080.005
93.350.0080.006
93.400.0080.006
93.450.0080.006
93.500.0080.006
93.550.0080.007
93.600.0080.007
93.650.0080.007
93.700.0080.007
93.750.0080.007
93.800.0080.007
93.850.0080.008
93.900.0080.008
93.950.0080.008
94.000.0080.008
94.050.0080.008
94.100.0080.008
94.150.0080.009
===== PAGE 932 =====
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 afTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlowMax=0.05 cfs @ 11.70 hrs HW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 46P: Subsurface Basin Lot 3
Exfiltration
===== PAGE 933 ===== ## Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 934 =====
Pond 46P: Subsurface Basin Lot 3
Image
Pond 46P: Subsurface Basin Lot 3
Stage-Discharge
Image
===== PAGE 935 =====
Pond 46P: Subsurface Basin Lot 3
Stage-Area-Storage
Image
===== PAGE 936 =====
Hydrograph for Pond 46P: Subsurface Basin Lot 3
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.170.00293.370.05
14.000.010.00193.300.05
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 937 ===== ## Stage-Discharge for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 938 ===== Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 939 =====
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31" Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 afTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlowMax=0.05 cfs @11.70 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 50P: Subsurface Basin Lot 4
===== PAGE 940 ===== ## Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 941 =====
Pond 50P: Subsurface Basin Lot 4
Image
Pond 50P: Subsurface Basin Lot 4
Stage-Discharge
Image
===== PAGE 942 =====
Pond 50P: Subsurface Basin Lot 4
Stage-Area-Storage
Image
===== PAGE 943 =====
Hydrograph for Pond 50P: Subsurface Basin Lot 4
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.170.00293.370.05
14.000.010.00193.300.05
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 944 ===== ## Stage-Discharge for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 945 ===== Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 946 ===== ## Summary for Pond 52P: Subsurface Basin Lot 6 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten= 75%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.82' @ 12.24 hrs Surf.Area= 0.008 ac Storage= 0.003 af Plug-Flow detention time= 7.3 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 7.3 min (747.7 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 47.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.83 hrs HW=93.02' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 52P: Subsurface Basin Lot 6
Exfiltration
===== PAGE 947 ===== ## Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0" End Stone x 2 = 47.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage 6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement 784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage Chamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17' 6 Chambers 29.0 cy Field 20.7 cy Stone
Image
===== PAGE 948 =====
Pond 52P: Subsurface Basin Lot 6
Image
Pond 52P: Subsurface Basin Lot 6
Stage-Discharge
Image
☐ Discarded ===== PAGE 949 =====
Pond 52P: Subsurface Basin Lot 6
Stage-Area-Storage
Image
0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 950 =====
Hydrograph for Pond 52P: Subsurface Basin Lot 6
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.000.00093.000.00
6.000.000.00093.000.00
8.000.010.00093.000.01
10.000.010.00093.000.01
12.000.170.00193.300.07
14.000.010.00093.000.01
16.000.010.00093.000.01
18.000.000.00093.000.00
20.000.000.00093.000.00
22.000.000.00093.000.00
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 951 ===== ## Stage-Discharge for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 952 ===== Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.000
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.002
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.003
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.005
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.006
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.007
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.008
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 953 ===== ## Summary for Pond 56P: Subsurface Basin Lot 7 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.08 cfs @ 11.85 hrs, Volume= 941 cf, Atten=72%, Lag=0.0 min Discarded = 0.08 cfs @ 11.85 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.78' @ 12.21 hrs Surf.Area= 0.008 ac Storage= 0.003 af Plug-Flow detention time= 5.3 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 5.3 min (745.7 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.85 hrs HW=94.03' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 56P: Subsurface Basin Lot 7
Exfiltration
===== PAGE 954 ===== ## Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 955 =====
Pond 56P: Subsurface Basin Lot 7
Image
Pond 56P: Subsurface Basin Lot 7
Stage-Discharge
Image
☐ Discarded ===== PAGE 956 =====
Pond 56P: Subsurface Basin Lot 7
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 957 =====
Hydrograph for Pond 56P: Subsurface Basin Lot 7
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.000.00094.000.00
6.000.000.00094.000.00
8.000.010.00094.000.01
10.000.010.00094.000.01
12.000.170.00194.260.08
14.000.010.00094.000.01
16.000.010.00094.000.01
18.000.000.00094.000.00
20.000.000.00094.000.00
22.000.000.00094.000.00
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 958 ===== ## Stage-Discharge for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 959 ===== Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 960 =====
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment 36S: Roof Lot 1Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 37S: Roof Lot 8Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 38S: Roof Lot 2Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 40S: Roof Lot 9Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 42S: Roof Lot 10Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 44S: Roof Lot 3Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 48S: Roof Lot 4Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 51S: Roof Lot 6Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Subcatchment 55S: Roof Lot 7Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf
Pond 37P: Subsurface Basin Lot 1Peak Elev=92.49' Storage=0.011 af Inflow=0.42 cfs 1,424 cf Outflow=0.03 cfs 1,424 cf
Pond 38P: Subsurface Basin Lot 8Peak Elev=95.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf
Pond 39P: Subsurface Basin Lot 2Peak Elev=94.42' Storage=0.007 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf
Pond 41P: Subsurface Basin Lot 9Peak Elev=94.45' Storage=0.007 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf
Pond 43P: Subsurface Basin Lot 10Peak Elev=93.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf
Pond 46P: Subsurface Basin Lot 3Peak Elev=94.43' Storage=0.009 af Inflow=0.42 cfs 1,424 cf Outflow=0.05 cfs 1,424 cf
Pond 50P: Subsurface Basin Lot 4Peak Elev=94.43' Storage=0.009 af Inflow=0.42 cfs 1,424 cf Outflow=0.05 cfs 1,424 cf
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 961 ===== Pond 52P: Subsurface Basin Lot 6 Pond 56P: Subsurface Basin Lot 7 Peak Elev=94.44' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf Peak Elev=95.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf Total Runoff Area = 16,650 sf Runoff Volume = 12,820 cf Average Runoff Depth = 9.24" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf ===== PAGE 962 ===== # Summary for Subcatchment 36S: Roof Lot 1
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 37P : Subsurface Basin Lot 1
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 36S: Roof Lot 1
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 963 =====
Hydrograph for Subcatchment 36S: Roof Lot 1
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 964 ===== # Summary for Subcatchment 37S: Roof Lot 8
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 38P : Subsurface Basin Lot 8
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 37S: Roof Lot 8
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 965 =====
Hydrograph for Subcatchment 37S: Roof Lot 8
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 966 ===== # Summary for Subcatchment 38S: Roof Lot 2
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 39P : Subsurface Basin Lot 2
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 38S: Roof Lot 2
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 967 =====
Hydrograph for Subcatchment 38S: Roof Lot 2
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 968 ===== # Summary for Subcatchment 40S: Roof Lot 9
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 41P : Subsurface Basin Lot 9
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 40S: Roof Lot 9
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 969 =====
Hydrograph for Subcatchment 40S: Roof Lot 9
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 970 ===== # Summary for Subcatchment 42S: Roof Lot 10 Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24" Routed to Pond 43P : Subsurface Basin Lot 10 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 42S: Roof Lot 10
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 971 =====
Hydrograph for Subcatchment 42S: Roof Lot 10
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 972 ===== # Summary for Subcatchment 44S: Roof Lot 3 Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24" Routed to Pond 46P : Subsurface Basin Lot 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 44S: Roof Lot 3
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 973 =====
Hydrograph for Subcatchment 44S: Roof Lot 3
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 974 ===== # Summary for Subcatchment 48S: Roof Lot 4
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 50P : Subsurface Basin Lot 4
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 48S: Roof Lot 4
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 975 =====
Hydrograph for Subcatchment 48S: Roof Lot 4
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 976 ===== # Summary for Subcatchment 51S: Roof Lot 6
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 52P : Subsurface Basin Lot 6
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 51S: Roof Lot 6
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 977 =====
Hydrograph for Subcatchment 51S: Roof Lot 6
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 978 ===== # Summary for Subcatchment 55S: Roof Lot 7
Runoff = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf, Depth= 9.24"
Routed to Pond 56P : Subsurface Basin Lot 7
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 55S: Roof Lot 7
Hydrograph
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 979 =====
Hydrograph for Subcatchment 55S: Roof Lot 7
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.230.000.090.00
4.000.500.000.320.01
6.000.810.000.610.01
8.001.230.001.020.01
10.001.880.001.650.02
12.004.540.004.310.26
14.007.600.007.360.02
16.008.250.008.010.01
18.008.670.008.430.01
20.008.980.008.740.01
22.009.250.009.010.01
24.009.480.009.240.00
26.009.480.009.240.00
28.009.480.009.240.00
30.009.480.009.240.00
32.009.480.009.240.00
34.009.480.009.240.00
36.009.480.009.240.00
38.009.480.009.240.00
40.009.480.009.240.00
42.009.480.009.240.00
44.009.480.009.240.00
46.009.480.009.240.00
48.009.480.009.240.00
50.009.480.009.240.00
52.009.480.009.240.00
54.009.480.009.240.00
56.009.480.009.240.00
58.009.480.009.240.00
60.009.480.009.240.00
62.009.480.009.240.00
64.009.480.009.240.00
66.009.480.009.240.00
68.009.480.009.240.00
70.009.480.009.240.00
72.009.480.009.240.00
===== PAGE 980 ===== ## Summary for Pond 37P: Subsurface Basin Lot 1 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf Outflow = 0.03 cfs @ 11.13 hrs, Volume= 1,424 cf, Atten= 92%, Lag= 0.0 min Discarded = 0.03 cfs @ 11.13 hrs, Volume= 1,424 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 92.49' @ 13.11 hrs Surf.Area= 0.013 ac Storage= 0.011 af Plug-Flow detention time= 93.8 min calculated for 1,424 cf (100% of inflow) Center-of-Mass det. time= 93.8 min ( 828.7 - 735.0 )
VolumeInvertAvail.StorageStorage Description
#1A91.00'0.008 af10.06'W x 57.33'L x 2.17'H Field A
0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids
#2A91.33'0.006 afADS N-12 15" x 12 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment = -7.00' x 1.20 sf x 4 rows 8.72' Header x 1.20 sf x 2 = 20.9 cf Inside
0.014 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded91.00'2.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.03 cfs @ 11.13 hrsHW=91.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Pond 37P: Subsurface Basin Lot 1Exfiltration
===== PAGE 981 ===== ## Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= -7.00' x 1.20 sf x 4 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0" End Stone x 2 = 57.33' Base Length 4 Rows x 18.0" Wide + 10.9" Spacing x 3 + 8.0" Side Stone x 2 = 10.06' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage 12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement 1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage Chamber Storage + Stone Storage = 628.4 cf = 0.014 af Overall Storage Efficiency = 50.3% Overall System Size = 57.33' x 10.06' x 2.17' 12 Chambers 46.3 cy Field 32.7 cy Stone
Image
===== PAGE 982 =====
Pond 37P: Subsurface Basin Lot 1
Image
Pond 37P: Subsurface Basin Lot 1
Stage-Discharge
Image
☐ Discarded ===== PAGE 983 =====
Pond 37P: Subsurface Basin Lot 1
Stage-Area-Storage
Image
===== PAGE 984 =====
Hydrograph for Pond 37P: Subsurface Basin Lot 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00091.000.00
2.000.000.00091.000.00
4.000.010.00091.000.01
6.000.010.00091.000.01
8.000.010.00091.000.01
10.000.020.00091.010.02
12.000.260.00591.770.03
14.000.020.01092.410.03
16.000.010.00792.060.03
18.000.010.00391.590.03
20.000.010.00091.000.01
22.000.010.00091.000.01
24.000.000.00091.000.00
26.000.000.00091.000.00
28.000.000.00091.000.00
30.000.000.00091.000.00
32.000.000.00091.000.00
34.000.000.00091.000.00
36.000.000.00091.000.00
38.000.000.00091.000.00
40.000.000.00091.000.00
42.000.000.00091.000.00
44.000.000.00091.000.00
46.000.000.00091.000.00
48.000.000.00091.000.00
50.000.000.00091.000.00
52.000.000.00091.000.00
54.000.000.00091.000.00
56.000.000.00091.000.00
58.000.000.00091.000.00
60.000.000.00091.000.00
62.000.000.00091.000.00
64.000.000.00091.000.00
66.000.000.00091.000.00
68.000.000.00091.000.00
70.000.000.00091.000.00
72.000.000.00091.000.00
===== PAGE 985 ===== ## Stage-Discharge for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
91.000.0092.040.03
91.020.0392.060.03
91.040.0392.080.03
91.060.0392.100.03
91.080.0392.120.03
91.100.0392.140.03
91.120.0392.160.03
91.140.0392.180.03
91.160.0392.200.03
91.180.0392.220.03
91.200.0392.240.03
91.220.0392.260.03
91.240.0392.280.03
91.260.0392.300.03
91.280.0392.320.03
91.300.0392.340.03
91.320.0392.360.03
91.340.0392.380.03
91.360.0392.400.03
91.380.0392.420.03
91.400.0392.440.03
91.420.0392.460.03
91.440.0392.480.03
91.460.0392.500.03
91.480.0392.520.03
91.500.0392.540.03
91.520.0392.560.03
91.540.0392.580.03
91.560.0392.600.03
91.580.0392.620.03
91.600.0392.640.03
91.620.0392.660.03
91.640.0392.680.03
91.660.0392.700.03
91.680.0392.720.03
91.700.0392.740.03
91.720.0392.760.03
91.740.0392.780.03
91.760.0392.800.03
91.780.0392.820.03
91.800.0392.840.03
91.820.0392.860.03
91.840.0392.880.03
91.860.0392.900.03
91.880.0392.920.03
91.900.0392.940.03
91.920.0392.960.03
91.940.0392.980.03
91.960.0393.000.03
91.980.0393.020.03
92.000.0393.040.03
92.020.0393.060.03
Elevation (feet)Discarded (cfs)
93.080.03
93.100.03
93.120.03
93.140.03
93.160.03
===== PAGE 986 ===== Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Surface (acres)Storage (acre-feet)
91.000.0130.000
91.050.0130.000
91.100.0130.001
91.150.0130.001
91.200.0130.001
91.250.0130.001
91.300.0130.002
91.350.0130.002
91.400.0130.002
91.450.0130.002
91.500.0130.002
91.550.0130.003
91.600.0130.003
91.650.0130.004
91.700.0130.004
91.750.0130.004
91.800.0130.005
91.850.0130.005
91.900.0130.006
91.950.0130.006
92.000.0130.006
92.050.0130.007
92.100.0130.007
92.150.0130.008
92.200.0130.008
92.250.0130.009
92.300.0130.009
92.350.0130.010
92.400.0130.010
92.450.0130.010
92.500.0130.011
92.550.0130.011
92.600.0130.012
92.650.0130.012
92.700.0130.012
92.750.0130.012
92.800.0130.013
92.850.0130.013
92.900.0130.013
92.950.0130.013
93.000.0130.014
93.050.0130.014
93.100.0130.014
93.150.0130.014
===== PAGE 987 =====
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A 0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 afTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlowMax=0.08 cfs @ 11.73 hrs HW=94.02' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 38P: Subsurface Basin Lot 8
===== PAGE 988 ===== ## Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 989 =====
Pond 38P: Subsurface Basin Lot 8
Image
Pond 38P: Subsurface Basin Lot 8
Stage-Discharge
Image
☐ Discarded ===== PAGE 990 =====
Pond 38P: Subsurface Basin Lot 8
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 991 =====
Hydrograph for Pond 38P: Subsurface Basin Lot 8
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.010.00094.000.01
6.000.010.00094.000.01
8.000.010.00094.000.01
10.000.020.00094.000.02
12.000.260.00294.640.08
14.000.020.00094.000.02
16.000.010.00094.000.01
18.000.010.00094.000.01
20.000.010.00094.000.01
22.000.010.00094.000.01
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 992 ===== ## Stage-Discharge for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 993 ===== Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 994 ===== ## Summary for Pond 39P: Subsurface Basin Lot 2 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf Outflow = 0.07 cfs @ 11.63 hrs, Volume= 1,424 cf, Atten= 84%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.63 hrs, Volume= 1,424 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.42' @ 12.50 hrs Surf.Area= 0.009 ac Storage= 0.007 af Plug-Flow detention time= 20.2 min calculated for 1,424 cf (100% of inflow) Center-of-Mass det. time= 20.2 min (755.1 - 735.0)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 49.33"L x 2.17"H Field A
0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'7.850 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.63 hrs HW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 39P: Subsurface Basin Lot 2
Exfiltration
===== PAGE 995 ===== ## Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0" End Stone x 2 = 49.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage 6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement 817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage Chamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17' 6 Chambers 30.3 cy Field 21.5 cy Stone
Image
===== PAGE 996 =====
Pond 39P: Subsurface Basin Lot 2
Image
Pond 39P: Subsurface Basin Lot 2
Stage-Discharge
Image
☐ Discarded ===== PAGE 997 =====
Pond 39P: Subsurface Basin Lot 2
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 998 =====
Hydrograph for Pond 39P: Subsurface Basin Lot 2
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.260.00293.680.07
14.000.020.00293.620.07
16.000.010.00093.000.01
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 999 ===== ## Stage-Discharge for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 1000 ===== Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0090.000
93.050.0090.000
93.100.0090.000
93.150.0090.001
93.200.0090.001
93.250.0090.001
93.300.0090.001
93.350.0090.001
93.400.0090.001
93.450.0090.001
93.500.0090.002
93.550.0090.002
93.600.0090.002
93.650.0090.002
93.700.0090.003
93.750.0090.003
93.800.0090.003
93.850.0090.003
93.900.0090.004
93.950.0090.004
94.000.0090.004
94.050.0090.005
94.100.0090.005
94.150.0090.005
94.200.0090.005
94.250.0090.006
94.300.0090.006
94.350.0090.006
94.400.0090.007
94.450.0090.007
94.500.0090.007
94.550.0090.007
94.600.0090.008
94.650.0090.008
94.700.0090.008
94.750.0090.008
94.800.0090.008
94.850.0090.008
94.900.0090.008
94.950.0090.009
95.000.0090.009
95.050.0090.009
95.100.0090.009
95.150.0090.009
===== PAGE 1001 ===== ## Summary for Pond 41P: Subsurface Basin Lot 9 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf Outflow = 0.07 cfs @ 11.62 hrs, Volume= 1,424 cf, Atten= 84%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.62 hrs, Volume= 1,424 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.45' @ 12.50 hrs Surf.Area= 0.008 ac Storage= 0.007 af Plug-Flow detention time= 20.3 min calculated for 1,424 cf (100% of inflow) Center-of-Mass det. time= 20.3 min (755.2 - 735.0)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65'W x 48.33'L x 2.17'H Field A 0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.62 hrsHW=93.02' (Free Discharge)
—1=Exfiltration (Exfiltration Controls 0.07 cfs)
Image
Pond 41P: Subsurface Basin Lot 9
Exfiltration
===== PAGE 1002 ===== ## Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0" End Stone x 2 = 48.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage 6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement 800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage Chamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17' 6 Chambers 29.7 cy Field 21.1 cy Stone
Image
===== PAGE 1003 =====
Pond 41P: Subsurface Basin Lot 9
Image
Pond 41P: Subsurface Basin Lot 9
Stage-Discharge
Image
☐ Discarded ===== PAGE 1004 =====
Pond 41P: Subsurface Basin Lot 9
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 1005 =====
Hydrograph for Pond 41P: Subsurface Basin Lot 9
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.260.00293.690.07
14.000.020.00293.630.07
16.000.010.00093.000.01
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1006 ===== ## Stage-Discharge for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 1007 ===== Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.001
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.003
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.004
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.006
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.007
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.008
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.009
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 1008 =====
VolumeInvertAvail.StorageStorage Description
#1A92.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A 0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A92.33'0.004 afADS N-12 15" x 6 Inside #1 Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 afTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded92.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlowMax=0.08 cfs @ 11.73 hrs HW=92.02' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 43P: Subsurface Basin Lot 10
===== PAGE 1009 ===== ## Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 1010 =====
Pond 43P: Subsurface Basin Lot 10
Image
Pond 43P: Subsurface Basin Lot 10
Stage-Discharge
Image
☐ Discarded ===== PAGE 1011 =====
Pond 43P: Subsurface Basin Lot 10
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1012 =====
Hydrograph for Pond 43P: Subsurface Basin Lot 10
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00092.000.00
2.000.000.00092.000.00
4.000.010.00092.000.01
6.000.010.00092.000.01
8.000.010.00092.000.01
10.000.020.00092.000.02
12.000.260.00292.640.08
14.000.020.00092.000.02
16.000.010.00092.000.01
18.000.010.00092.000.01
20.000.010.00092.000.01
22.000.010.00092.000.01
24.000.000.00092.000.00
26.000.000.00092.000.00
28.000.000.00092.000.00
30.000.000.00092.000.00
32.000.000.00092.000.00
34.000.000.00092.000.00
36.000.000.00092.000.00
38.000.000.00092.000.00
40.000.000.00092.000.00
42.000.000.00092.000.00
44.000.000.00092.000.00
46.000.000.00092.000.00
48.000.000.00092.000.00
50.000.000.00092.000.00
52.000.000.00092.000.00
54.000.000.00092.000.00
56.000.000.00092.000.00
58.000.000.00092.000.00
60.000.000.00092.000.00
62.000.000.00092.000.00
64.000.000.00092.000.00
66.000.000.00092.000.00
68.000.000.00092.000.00
70.000.000.00092.000.00
72.000.000.00092.000.00
===== PAGE 1013 ===== ## Stage-Discharge for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
92.000.0093.040.08
92.020.0893.060.08
92.040.0893.080.08
92.060.0893.100.08
92.080.0893.120.08
92.100.0893.140.08
92.120.0893.160.08
92.140.0893.180.08
92.160.0893.200.08
92.180.0893.220.08
92.200.0893.240.08
92.220.0893.260.08
92.240.0893.280.08
92.260.0893.300.08
92.280.0893.320.08
92.300.0893.340.08
92.320.0893.360.08
92.340.0893.380.08
92.360.0893.400.08
92.380.0893.420.08
92.400.0893.440.08
92.420.0893.460.08
92.440.0893.480.08
92.460.0893.500.08
92.480.0893.520.08
92.500.0893.540.08
92.520.0893.560.08
92.540.0893.580.08
92.560.0893.600.08
92.580.0893.620.08
92.600.0893.640.08
92.620.0893.660.08
92.640.0893.680.08
92.660.0893.700.08
92.680.0893.720.08
92.700.0893.740.08
92.720.0893.760.08
92.740.0893.780.08
92.760.0893.800.08
92.780.0893.820.08
92.800.0893.840.08
92.820.0893.860.08
92.840.0893.880.08
92.860.0893.900.08
92.880.0893.920.08
92.900.0893.940.08
92.920.0893.960.08
92.940.0893.980.08
92.960.0894.000.08
92.980.0894.020.08
93.000.0894.040.08
93.020.0894.060.08
Elevation (feet)Discarded (cfs)
94.080.08
94.100.08
94.120.08
94.140.08
94.160.08
===== PAGE 1014 ===== Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Surface (acres)Storage (acre-feet)
92.000.0080.000
92.050.0080.000
92.100.0080.000
92.150.0080.000
92.200.0080.001
92.250.0080.001
92.300.0080.001
92.350.0080.001
92.400.0080.001
92.450.0080.001
92.500.0080.002
92.550.0080.002
92.600.0080.002
92.650.0080.002
92.700.0080.002
92.750.0080.003
92.800.0080.003
92.850.0080.003
92.900.0080.003
92.950.0080.004
93.000.0080.004
93.050.0080.004
93.100.0080.004
93.150.0080.005
93.200.0080.005
93.250.0080.005
93.300.0080.005
93.350.0080.006
93.400.0080.006
93.450.0080.006
93.500.0080.006
93.550.0080.007
93.600.0080.007
93.650.0080.007
93.700.0080.007
93.750.0080.007
93.800.0080.007
93.850.0080.008
93.900.0080.008
93.950.0080.008
94.000.0080.008
94.050.0080.008
94.100.0080.008
94.150.0080.009
===== PAGE 1015 =====
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31" Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 afTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlowMax=0.05 cfs @ 11.44 hrs HW=93.02' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 46P: Subsurface Basin Lot 3
===== PAGE 1016 ===== ## Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 1017 =====
Pond 46P: Subsurface Basin Lot 3
Image
Pond 46P: Subsurface Basin Lot 3
Stage-Discharge
Image
☐ Discarded ===== PAGE 1018 =====
Pond 46P: Subsurface Basin Lot 3
Stage-Area-Storage
Image
===== PAGE 1019 =====
Hydrograph for Pond 46P: Subsurface Basin Lot 3
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.260.00393.720.05
14.000.020.00794.180.05
16.000.010.00293.340.05
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1020 ===== ## Stage-Discharge for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 1021 ===== Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 1022 ===== ## Summary for Pond 50P: Subsurface Basin Lot 4 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf Outflow = 0.05 cfs @ 11.44 hrs, Volume= 1,424 cf, Atten= 89%, Lag= 0.0 min Discarded = 0.05 cfs @ 11.44 hrs, Volume= 1,424 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.43' @ 12.80 hrs Surf.Area= 0.011 ac Storage= 0.009 af Plug-Flow detention time= 47.0 min calculated for 1,424 cf (100% of inflow) Center-of-Mass det. time= 47.0 min (782.0 - 735.0)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A
0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 afTotal Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.44 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Image
Pond 50P: Subsurface Basin Lot 4
Exfiltration
===== PAGE 1023 ===== ## Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 1024 =====
Pond 50P: Subsurface Basin Lot 4
Image
Pond 50P: Subsurface Basin Lot 4
Stage-Discharge
Image
☐ Discarded ===== PAGE 1025 =====
Pond 50P: Subsurface Basin Lot 4
Stage-Area-Storage
Image
===== PAGE 1026 =====
Hydrograph for Pond 50P: Subsurface Basin Lot 4
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.260.00393.720.05
14.000.020.00794.180.05
16.000.010.00293.340.05
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1027 ===== ## Stage-Discharge for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 1028 ===== Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 1029 ===== ## Summary for Pond 52P: Subsurface Basin Lot 6 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 0.42 cfs @ 12.09 hrs, Volume= 1,424 cf Outflow = 0.07 cfs @ 11.66 hrs, Volume= 1,424 cf, Atten= 83%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.66 hrs, Volume= 1,424 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.44' @ 12.50 hrs Surf.Area= 0.008 ac Storage= 0.006 af Plug-Flow detention time= 18.7 min calculated for 1,424 cf (100% of inflow) Center-of-Mass det. time= 18.7 min (753.7 - 735.0)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 47.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.66 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Image
Pond 52P: Subsurface Basin Lot 6
Exfiltration
===== PAGE 1030 ===== ## Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0" End Stone x 2 = 47.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage 6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement 784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage Chamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17' 6 Chambers 29.0 cy Field 20.7 cy Stone
Image
===== PAGE 1031 =====
Pond 52P: Subsurface Basin Lot 6
Image
Pond 52P: Subsurface Basin Lot 6
Stage-Discharge
Image
☐ Discarded ===== PAGE 1032 =====
Pond 52P: Subsurface Basin Lot 6
Stage-Area-Storage
Image
0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1033 =====
Hydrograph for Pond 52P: Subsurface Basin Lot 6
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.260.00293.680.07
14.000.020.00293.530.07
16.000.010.00093.000.01
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.000.00093.000.00
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1034 ===== ## Stage-Discharge for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 1035 ===== Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.000
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.002
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.003
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.005
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.006
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.007
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.008
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 1036 =====
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A 0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 afTotal Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area Phase-In= 0.01'
Discarded OutFlowMax=0.08 cfs @ 11.73 hrs HW=94.02' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 56P: Subsurface Basin Lot 7
===== PAGE 1037 ===== ## Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 1038 =====
Pond 56P: Subsurface Basin Lot 7
Image
Pond 56P: Subsurface Basin Lot 7
Stage-Discharge
Image
☐ Discarded ===== PAGE 1039 =====
Pond 56P: Subsurface Basin Lot 7
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1040 =====
Hydrograph for Pond 56P: Subsurface Basin Lot 7
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.010.00094.000.01
6.000.010.00094.000.01
8.000.010.00094.000.01
10.000.020.00094.000.02
12.000.260.00294.640.08
14.000.020.00094.000.02
16.000.010.00094.000.01
18.000.010.00094.000.01
20.000.010.00094.000.01
22.000.010.00094.000.01
24.000.000.00094.000.00
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 1041 ===== ## Stage-Discharge for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 1042 ===== Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 1043 ===== Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Reach Routing by Dyf-Stor-Ind Method - Pond Routing by Dyf-Stor-Ind Method
Subcatchment 36S: Roof Lot 1Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 37S: Roof Lot 8Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 38S: Roof Lot 2Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 40S: Roof Lot 9Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 42S: Roof Lot 10Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 44S: Roof Lot 3Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 48S: Roof Lot 4Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 51S: Roof Lot 6Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Subcatchment 55S: Roof Lot 7Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=11.17" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.51 cfs 1,722 cf
Pond 37P: Subsurface Basin Lot 1Peak Elev=93.14' Storage=0.014 af Inflow=0.51 cfs 1,722 cf Outflow=0.03 cfs 1,722 cf
Pond 38P: Subsurface Basin Lot 8Peak Elev=96.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf
Pond 39P: Subsurface Basin Lot 2Peak Elev=95.08' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf
Pond 41P: Subsurface Basin Lot 9Peak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf
Pond 43P: Subsurface Basin Lot 10Peak Elev=94.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf
Pond 46P: Subsurface Basin Lot 3Peak Elev=95.06' Storage=0.012 af Inflow=0.51 cfs 1,722 cf Outflow=0.05 cfs 1,722 cf
Pond 50P: Subsurface Basin Lot 4Peak Elev=95.06' Storage=0.012 af Inflow=0.51 cfs 1,722 cf Outflow=0.05 cfs 1,722 cf
===== PAGE 1044 ===== Pond 52P: Subsurface Basin Lot 6 Pond 56P: Subsurface Basin Lot 7 Peak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf Peak Elev=96.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf Total Runoff Area = 16,650 sf Runoff Volume = 15,497 cf Average Runoff Depth = 11.17" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf ===== PAGE 1045 ===== # Summary for Subcatchment 36S: Roof Lot 1 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 37P : Subsurface Basin Lot 1 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 36S: Roof Lot 1
Image
===== PAGE 1046 =====
Hydrograph for Subcatchment 36S: Roof Lot 1
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1047 ===== ## Summary for Subcatchment 37S: Roof Lot 8 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 38P : Subsurface Basin Lot 8 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 37S: Roof Lot 8
Image
===== PAGE 1048 =====
Hydrograph for Subcatchment 37S: Roof Lot 8
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1049 ===== ## Summary for Subcatchment 38S: Roof Lot 2 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 39P : Subsurface Basin Lot 2 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 38S: Roof Lot 2
Image
===== PAGE 1050 =====
Hydrograph for Subcatchment 38S: Roof Lot 2
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1051 ===== # Summary for Subcatchment 40S: Roof Lot 9 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 41P : Subsurface Basin Lot 9 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 40S: Roof Lot 9
Image
===== PAGE 1052 =====
Hydrograph for Subcatchment 40S: Roof Lot 9
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1053 ===== ## Summary for Subcatchment 42S: Roof Lot 10 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 43P : Subsurface Basin Lot 10 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 42S: Roof Lot 10
Image
===== PAGE 1054 =====
Hydrograph for Subcatchment 42S: Roof Lot 10
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1055 ===== ## Summary for Subcatchment 44S: Roof Lot 3 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 46P : Subsurface Basin Lot 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 44S: Roof Lot 3
Image
===== PAGE 1056 =====
Hydrograph for Subcatchment 44S: Roof Lot 3
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1057 ===== # Summary for Subcatchment 48S: Roof Lot 4 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 50P : Subsurface Basin Lot 4 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 48S: Roof Lot 4
Image
===== PAGE 1058 =====
Hydrograph for Subcatchment 48S: Roof Lot 4
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1059 ===== ## Summary for Subcatchment 51S: Roof Lot 6 Runoff = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf, Depth=11.17" Routed to Pond 52P : Subsurface Basin Lot 6 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 51S: Roof Lot 6
Image
===== PAGE 1060 =====
Hydrograph for Subcatchment 51S: Roof Lot 6
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1061 ===== # Summary for Subcatchment 55S: Roof Lot 7 Runoff = 0.51 cfs @ 12.09 hrs, Volume= Routed to Pond 56P : Subsurface Basin Lot 7 1,722 cf, Depth=11.17" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-F Rainfall=11.41"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 55S: Roof Lot 7
Image
===== PAGE 1062 =====
Hydrograph for Subcatchment 55S: Roof Lot 7
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.270.000.120.00
4.000.600.000.410.01
6.000.970.000.770.01
8.001.480.001.260.01
10.002.260.002.030.02
12.005.470.005.230.31
14.009.150.008.910.02
16.009.930.009.690.01
18.0010.440.0010.190.01
20.0010.810.0010.570.01
22.0011.140.0010.890.01
24.0011.410.0011.170.01
26.0011.410.0011.170.00
28.0011.410.0011.170.00
30.0011.410.0011.170.00
32.0011.410.0011.170.00
34.0011.410.0011.170.00
36.0011.410.0011.170.00
38.0011.410.0011.170.00
40.0011.410.0011.170.00
42.0011.410.0011.170.00
44.0011.410.0011.170.00
46.0011.410.0011.170.00
48.0011.410.0011.170.00
50.0011.410.0011.170.00
52.0011.410.0011.170.00
54.0011.410.0011.170.00
56.0011.410.0011.170.00
58.0011.410.0011.170.00
60.0011.410.0011.170.00
62.0011.410.0011.170.00
64.0011.410.0011.170.00
66.0011.410.0011.170.00
68.0011.410.0011.170.00
70.0011.410.0011.170.00
72.0011.410.0011.170.00
===== PAGE 1063 ===== ## Summary for Pond 37P: Subsurface Basin Lot 1 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.03 cfs @ 10.92 hrs, Volume= 1,722 cf, Atten= 94%, Lag= 0.0 min Discarded = 0.03 cfs @ 10.92 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.14' @ 13.32 hrs Surf.Area= 0.013 ac Storage= 0.014 af Plug-Flow detention time= 132.8 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 132.8 min (865.7 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A91.00'0.008 af10.06'W x 57.33'L x 2.17'H Field A
0.029 af Overall - 0.008 af Embedded = 0.020 af x 40.0% Voids
#2A91.33'0.006 afADS N-12 15" x 12 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment = -7.00' x 1.20 sf x 4 rows 8.72' Header x 1.20 sf x 2 = 20.9 cf Inside
0.014 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded91.00'2.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.03 cfs @ 10.92 hrsHW=91.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.03 cfs)
Pond 37P: Subsurface Basin Lot 1Exfiltration
===== PAGE 1064 ===== ## Pond 37P: Subsurface Basin Lot 1 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= -7.00' x 1.20 sf x 4 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long -7.00' Row Adjustment +1.50' Header x 2 = 56.00' Row Length +8.0" End Stone x 2 = 57.33' Base Length 4 Rows x 18.0" Wide + 10.9" Spacing x 3 + 8.0" Side Stone x 2 = 10.06' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 12 Chambers x 24.0 cf -7.00' Row Adjustment x 1.20 sf x 4 Rows + 8.72' Header x 1.20 sf x 2 = 275.3 cf Chamber Storage 12 Chambers x 31.9 cf -7.00' Row Adjustment x 1.60 sf x 4 Rows + 8.72' Header x 1.60 sf x 2 = 366.2 cf Displacement 1,248.8 cf Field - 366.2 cf Chambers = 882.6 cf Stone x 40.0% Voids = 353.0 cf Stone Storage Chamber Storage + Stone Storage = 628.4 cf = 0.014 af Overall Storage Efficiency = 50.3% Overall System Size = 57.33' x 10.06' x 2.17' 12 Chambers 46.3 cy Field 32.7 cy Stone
Image
===== PAGE 1065 =====
Pond 37P: Subsurface Basin Lot 1
Image
Pond 37P: Subsurface Basin Lot 1
Stage-Discharge
Image
===== PAGE 1066 =====
Pond 37P: Subsurface Basin Lot 1
Stage-Area-Storage
Image
===== PAGE 1067 =====
Hydrograph for Pond 37P: Subsurface Basin Lot 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00091.000.00
2.000.000.00091.000.00
4.000.010.00091.000.01
6.000.010.00091.000.01
8.000.010.00091.000.01
10.000.020.00091.010.02
12.000.310.00691.960.03
14.000.020.01493.070.03
16.000.010.01192.570.03
18.000.010.00892.140.03
20.000.010.00491.660.03
22.000.010.00091.000.01
24.000.010.00091.000.01
26.000.000.00091.000.00
28.000.000.00091.000.00
30.000.000.00091.000.00
32.000.000.00091.000.00
34.000.000.00091.000.00
36.000.000.00091.000.00
38.000.000.00091.000.00
40.000.000.00091.000.00
42.000.000.00091.000.00
44.000.000.00091.000.00
46.000.000.00091.000.00
48.000.000.00091.000.00
50.000.000.00091.000.00
52.000.000.00091.000.00
54.000.000.00091.000.00
56.000.000.00091.000.00
58.000.000.00091.000.00
60.000.000.00091.000.00
62.000.000.00091.000.00
64.000.000.00091.000.00
66.000.000.00091.000.00
68.000.000.00091.000.00
70.000.000.00091.000.00
72.000.000.00091.000.00
===== PAGE 1068 ===== ## Stage-Discharge for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
91.000.0092.040.03
91.020.0392.060.03
91.040.0392.080.03
91.060.0392.100.03
91.080.0392.120.03
91.100.0392.140.03
91.120.0392.160.03
91.140.0392.180.03
91.160.0392.200.03
91.180.0392.220.03
91.200.0392.240.03
91.220.0392.260.03
91.240.0392.280.03
91.260.0392.300.03
91.280.0392.320.03
91.300.0392.340.03
91.320.0392.360.03
91.340.0392.380.03
91.360.0392.400.03
91.380.0392.420.03
91.400.0392.440.03
91.420.0392.460.03
91.440.0392.480.03
91.460.0392.500.03
91.480.0392.520.03
91.500.0392.540.03
91.520.0392.560.03
91.540.0392.580.03
91.560.0392.600.03
91.580.0392.620.03
91.600.0392.640.03
91.620.0392.660.03
91.640.0392.680.03
91.660.0392.700.03
91.680.0392.720.03
91.700.0392.740.03
91.720.0392.760.03
91.740.0392.780.03
91.760.0392.800.03
91.780.0392.820.03
91.800.0392.840.03
91.820.0392.860.03
91.840.0392.880.03
91.860.0392.900.03
91.880.0392.920.03
91.900.0392.940.03
91.920.0392.960.03
91.940.0392.980.03
91.960.0393.000.03
91.980.0393.020.03
92.000.0393.040.03
92.020.0393.060.03
Elevation (feet)Discarded (cfs)
93.080.03
93.100.03
93.120.03
93.140.03
93.160.03
===== PAGE 1069 ===== Stage-Area-Storage for Pond 37P: Subsurface Basin Lot 1
Elevation (feet)Surface (acres)Storage (acre-feet)
91.000.0130.000
91.050.0130.000
91.100.0130.001
91.150.0130.001
91.200.0130.001
91.250.0130.001
91.300.0130.002
91.350.0130.002
91.400.0130.002
91.450.0130.002
91.500.0130.002
91.550.0130.003
91.600.0130.003
91.650.0130.004
91.700.0130.004
91.750.0130.004
91.800.0130.005
91.850.0130.005
91.900.0130.006
91.950.0130.006
92.000.0130.006
92.050.0130.007
92.100.0130.007
92.150.0130.008
92.200.0130.008
92.250.0130.009
92.300.0130.009
92.350.0130.010
92.400.0130.010
92.450.0130.010
92.500.0130.011
92.550.0130.011
92.600.0130.012
92.650.0130.012
92.700.0130.012
92.750.0130.012
92.800.0130.013
92.850.0130.013
92.900.0130.013
92.950.0130.013
93.000.0130.014
93.050.0130.014
93.100.0130.014
93.150.0130.014
===== PAGE 1070 ===== ## Summary for Pond 38P: Subsurface Basin Lot 8 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf, Atten= 84%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 96.01' @ 12.51 hrs Surf.Area= 0.008 ac Storage= 0.008 af Plug-Flow detention time= 21.4 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 21.4 min (754.3 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.58 hrsHW=94.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 38P: Subsurface Basin Lot 8
Exfiltration
===== PAGE 1071 ===== ## Pond 38P: Subsurface Basin Lot 8 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 1072 =====
Pond 38P: Subsurface Basin Lot 8
Image
Pond 38P: Subsurface Basin Lot 8
Stage-Discharge
Image
===== PAGE 1073 =====
Pond 38P: Subsurface Basin Lot 8
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1074 =====
Hydrograph for Pond 38P: Subsurface Basin Lot 8
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.010.00094.000.01
6.000.010.00094.000.01
8.000.010.00094.000.01
10.000.020.00094.000.02
12.000.310.00394.840.08
14.000.020.00394.840.08
16.000.010.00094.000.01
18.000.010.00094.000.01
20.000.010.00094.000.01
22.000.010.00094.000.01
24.000.010.00094.000.01
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 1075 ===== ## Stage-Discharge for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 1076 ===== Stage-Area-Storage for Pond 38P: Subsurface Basin Lot 8
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 1077 ===== ## Summary for Pond 39P: Subsurface Basin Lot 2 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf, Atten= 87%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.08' @ 12.52 hrs Surf.Area= 0.009 ac Storage= 0.009 af Plug-Flow detention time= 30.1 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 30.1 min (763.1 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 49.33"L x 2.17"H Field A
0.019 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'7.850 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.54 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 39P: Subsurface Basin Lot 2Exfiltration
===== PAGE 1078 ===== ## Pond 39P: Subsurface Basin Lot 2 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +5.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +5.00' Row Adjustment +1.50' Header x 2 = 48.00' Row Length +8.0" End Stone x 2 = 49.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +5.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 177.2 cf Chamber Storage 6 Chambers x 31.9 cf +5.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 235.7 cf Displacement 817.3 cf Field - 235.7 cf Chambers = 581.6 cf Stone x 40.0% Voids = 232.6 cf Stone Storage Chamber Storage + Stone Storage = 409.8 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 49.33' x 7.65' x 2.17' 6 Chambers 30.3 cy Field 21.5 cy Stone
Image
===== PAGE 1079 =====
Pond 39P: Subsurface Basin Lot 2
Image
Pond 39P: Subsurface Basin Lot 2
Stage-Discharge
Image
===== PAGE 1080 =====
Pond 39P: Subsurface Basin Lot 2
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 1081 =====
Hydrograph for Pond 39P: Subsurface Basin Lot 2
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.310.00493.880.07
14.000.020.00594.210.07
16.000.010.00093.000.01
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.010.00093.000.01
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1082 ===== ## Stage-Discharge for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 1083 ===== Stage-Area-Storage for Pond 39P: Subsurface Basin Lot 2
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0090.000
93.050.0090.000
93.100.0090.000
93.150.0090.001
93.200.0090.001
93.250.0090.001
93.300.0090.001
93.350.0090.001
93.400.0090.001
93.450.0090.001
93.500.0090.002
93.550.0090.002
93.600.0090.002
93.650.0090.002
93.700.0090.003
93.750.0090.003
93.800.0090.003
93.850.0090.003
93.900.0090.004
93.950.0090.004
94.000.0090.004
94.050.0090.005
94.100.0090.005
94.150.0090.005
94.200.0090.005
94.250.0090.006
94.300.0090.006
94.350.0090.006
94.400.0090.007
94.450.0090.007
94.500.0090.007
94.550.0090.007
94.600.0090.008
94.650.0090.008
94.700.0090.008
94.750.0090.008
94.800.0090.008
94.850.0090.008
94.900.0090.008
94.950.0090.009
95.000.0090.009
95.050.0090.009
95.100.0090.009
95.150.0090.009
===== PAGE 1084 ===== ## Summary for Pond 41P: Subsurface Basin Lot 9 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf, Atten= 87%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.54 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.14' @ 12.52 hrs Surf.Area= 0.008 ac Storage= 0.009 af Plug-Flow detention time= 30.2 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 30.2 min (763.2 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 48.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.54 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 41P: Subsurface Basin Lot 9Exfiltration
===== PAGE 1085 ===== ## Pond 41P: Subsurface Basin Lot 9 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +4.00' Row Adjustment +1.50' Header x 2 = 47.00' Row Length +8.0" End Stone x 2 = 48.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +4.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 173.6 cf Chamber Storage 6 Chambers x 31.9 cf +4.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 230.9 cf Displacement 800.7 cf Field - 230.9 cf Chambers = 569.8 cf Stone x 40.0% Voids = 227.9 cf Stone Storage Chamber Storage + Stone Storage = 401.5 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 48.33' x 7.65' x 2.17' 6 Chambers 29.7 cy Field 21.1 cy Stone
Image
===== PAGE 1086 =====
Pond 41P: Subsurface Basin Lot 9
Image
Pond 41P: Subsurface Basin Lot 9
Stage-Discharge
Image
===== PAGE 1087 =====
Pond 41P: Subsurface Basin Lot 9
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 0.009 Storage (acre-feet) ===== PAGE 1088 =====
Hydrograph for Pond 41P: Subsurface Basin Lot 9
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.310.00493.890.07
14.000.020.00594.240.07
16.000.010.00093.000.01
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.010.00093.000.01
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1089 ===== ## Stage-Discharge for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 1090 ===== Stage-Area-Storage for Pond 41P: Subsurface Basin Lot 9
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.001
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.003
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.004
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.006
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.007
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.008
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.009
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 1091 ===== ## Summary for Pond 43P: Subsurface Basin Lot 10 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf, Atten=84%, Lag=0.0 min Discarded = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.01' @ 12.51 hrs Surf.Area= 0.008 ac Storage= 0.008 af Plug-Flow detention time= 21.4 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 21.4 min (754.3 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A92.00'0.005 af7.65"W x 45.33"L x 2.17"H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A92.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded92.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.58 hrsHW=92.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 43P: Subsurface Basin Lot 10
Exfiltration
===== PAGE 1092 ===== ## Pond 43P: Subsurface Basin Lot 10 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 1093 =====
Pond 43P: Subsurface Basin Lot 10
Image
Pond 43P: Subsurface Basin Lot 10
Stage-Discharge
Image
===== PAGE 1094 =====
Pond 43P: Subsurface Basin Lot 10
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1095 =====
Hydrograph for Pond 43P: Subsurface Basin Lot 10
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00092.000.00
2.000.000.00092.000.00
4.000.010.00092.000.01
6.000.010.00092.000.01
8.000.010.00092.000.01
10.000.020.00092.000.02
12.000.310.00392.840.08
14.000.020.00392.840.08
16.000.010.00092.000.01
18.000.010.00092.000.01
20.000.010.00092.000.01
22.000.010.00092.000.01
24.000.010.00092.000.01
26.000.000.00092.000.00
28.000.000.00092.000.00
30.000.000.00092.000.00
32.000.000.00092.000.00
34.000.000.00092.000.00
36.000.000.00092.000.00
38.000.000.00092.000.00
40.000.000.00092.000.00
42.000.000.00092.000.00
44.000.000.00092.000.00
46.000.000.00092.000.00
48.000.000.00092.000.00
50.000.000.00092.000.00
52.000.000.00092.000.00
54.000.000.00092.000.00
56.000.000.00092.000.00
58.000.000.00092.000.00
60.000.000.00092.000.00
62.000.000.00092.000.00
64.000.000.00092.000.00
66.000.000.00092.000.00
68.000.000.00092.000.00
70.000.000.00092.000.00
72.000.000.00092.000.00
===== PAGE 1096 ===== ## Stage-Discharge for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
92.000.0093.040.08
92.020.0893.060.08
92.040.0893.080.08
92.060.0893.100.08
92.080.0893.120.08
92.100.0893.140.08
92.120.0893.160.08
92.140.0893.180.08
92.160.0893.200.08
92.180.0893.220.08
92.200.0893.240.08
92.220.0893.260.08
92.240.0893.280.08
92.260.0893.300.08
92.280.0893.320.08
92.300.0893.340.08
92.320.0893.360.08
92.340.0893.380.08
92.360.0893.400.08
92.380.0893.420.08
92.400.0893.440.08
92.420.0893.460.08
92.440.0893.480.08
92.460.0893.500.08
92.480.0893.520.08
92.500.0893.540.08
92.520.0893.560.08
92.540.0893.580.08
92.560.0893.600.08
92.580.0893.620.08
92.600.0893.640.08
92.620.0893.660.08
92.640.0893.680.08
92.660.0893.700.08
92.680.0893.720.08
92.700.0893.740.08
92.720.0893.760.08
92.740.0893.780.08
92.760.0893.800.08
92.780.0893.820.08
92.800.0893.840.08
92.820.0893.860.08
92.840.0893.880.08
92.860.0893.900.08
92.880.0893.920.08
92.900.0893.940.08
92.920.0893.960.08
92.940.0893.980.08
92.960.0894.000.08
92.980.0894.020.08
93.000.0894.040.08
93.020.0894.060.08
Elevation (feet)Discarded (cfs)
94.080.08
94.100.08
94.120.08
94.140.08
94.160.08
===== PAGE 1097 ===== Stage-Area-Storage for Pond 43P: Subsurface Basin Lot 10
Elevation (feet)Surface (acres)Storage (acre-feet)
92.000.0080.000
92.050.0080.000
92.100.0080.000
92.150.0080.000
92.200.0080.001
92.250.0080.001
92.300.0080.001
92.350.0080.001
92.400.0080.001
92.450.0080.001
92.500.0080.002
92.550.0080.002
92.600.0080.002
92.650.0080.002
92.700.0080.002
92.750.0080.003
92.800.0080.003
92.850.0080.003
92.900.0080.003
92.950.0080.004
93.000.0080.004
93.050.0080.004
93.100.0080.004
93.150.0080.005
93.200.0080.005
93.250.0080.005
93.300.0080.005
93.350.0080.006
93.400.0080.006
93.450.0080.006
93.500.0080.006
93.550.0080.007
93.600.0080.007
93.650.0080.007
93.700.0080.007
93.750.0080.007
93.800.0080.007
93.850.0080.008
93.900.0080.008
93.950.0080.008
94.000.0080.008
94.050.0080.008
94.100.0080.008
94.150.0080.009
===== PAGE 1098 ===== ## Summary for Pond 46P: Subsurface Basin Lot 3 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf, Atten= 91%, Lag= 0.0 min Discarded = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.06' @ 12.92 hrs Surf.Area= 0.011 ac Storage= 0.012 af Plug-Flow detention time= 68.3 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 68.3 min (801.2 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A 0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 cfTotal Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.24 hrsHW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 46P: Subsurface Basin Lot 3Exfiltration
===== PAGE 1099 ===== ## Pond 46P: Subsurface Basin Lot 3 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 1100 =====
Pond 46P: Subsurface Basin Lot 3
Image
Pond 46P: Subsurface Basin Lot 3
Stage-Discharge
Image
===== PAGE 1101 =====
Pond 46P: Subsurface Basin Lot 3
Stage-Area-Storage
Image
===== PAGE 1102 =====
Hydrograph for Pond 46P: Subsurface Basin Lot 3
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.310.00593.910.05
14.000.020.01094.760.05
16.000.010.00694.020.05
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.010.00093.000.01
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1103 ===== ## Stage-Discharge for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 1104 ===== Stage-Area-Storage for Pond 46P: Subsurface Basin Lot 3
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 1105 ===== ## Summary for Pond 50P: Subsurface Basin Lot 4 Inflow Area = 1,850 sf,100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf, Atten= 91%, Lag= 0.0 min Discarded = 0.05 cfs @ 11.24 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.06' @ 12.92 hrs Surf.Area= 0.011 ac Storage= 0.012 af Plug-Flow detention time= 68.3 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 68.3 min (801.2 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.007 af7.65"W x 64.33"L x 2.17"H Field A
0.024 af Overall - 0.007 af Embedded = 0.017 af x 40.0% Voids
#2A93.33'0.005 afADS N-12 15" x 9 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf 9 Chambers in 3 Rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.012 afTotal Available Storage
0.012 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'4.050 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.05 cfs @ 11.24 hrs HW=93.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.05 cfs)
Pond 50P: Subsurface Basin Lot 4Exfiltration
===== PAGE 1106 ===== ## Pond 50P: Subsurface Basin Lot 4 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 3 Chambers/Row x 20.00' Long +1.50' Header x 2 = 63.00' Row Length +8.0" End Stone x 2 = 64.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 9 Chambers x 24.0 cf + 6.31' Header x 1.20 sf x 2 = 231.2 cf Chamber Storage 9 Chambers x 31.9 cf + 6.31' Header x 1.60 sf x 2 = 307.5 cf Displacement 1,065.8 cf Field - 307.5 cf Chambers = 758.3 cf Stone x 40.0% Voids = 303.3 cf Stone Storage Chamber Storage + Stone Storage = 534.5 cf = 0.012 af Overall Storage Efficiency = 50.1% Overall System Size = 64.33' x 7.65' x 2.17' 9 Chambers 39.5 cy Field 28.1 cy Stone
Image
===== PAGE 1107 =====
Pond 50P: Subsurface Basin Lot 4
Image
Pond 50P: Subsurface Basin Lot 4
Stage-Discharge
Image
===== PAGE 1108 =====
Pond 50P: Subsurface Basin Lot 4
Stage-Area-Storage
Image
===== PAGE 1109 =====
Hydrograph for Pond 50P: Subsurface Basin Lot 4
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.310.00593.910.05
14.000.020.01094.760.05
16.000.010.00694.020.05
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.010.00093.000.01
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1110 ===== ## Stage-Discharge for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.05
93.020.0594.060.05
93.040.0594.080.05
93.060.0594.100.05
93.080.0594.120.05
93.100.0594.140.05
93.120.0594.160.05
93.140.0594.180.05
93.160.0594.200.05
93.180.0594.220.05
93.200.0594.240.05
93.220.0594.260.05
93.240.0594.280.05
93.260.0594.300.05
93.280.0594.320.05
93.300.0594.340.05
93.320.0594.360.05
93.340.0594.380.05
93.360.0594.400.05
93.380.0594.420.05
93.400.0594.440.05
93.420.0594.460.05
93.440.0594.480.05
93.460.0594.500.05
93.480.0594.520.05
93.500.0594.540.05
93.520.0594.560.05
93.540.0594.580.05
93.560.0594.600.05
93.580.0594.620.05
93.600.0594.640.05
93.620.0594.660.05
93.640.0594.680.05
93.660.0594.700.05
93.680.0594.720.05
93.700.0594.740.05
93.720.0594.760.05
93.740.0594.780.05
93.760.0594.800.05
93.780.0594.820.05
93.800.0594.840.05
93.820.0594.860.05
93.840.0594.880.05
93.860.0594.900.05
93.880.0594.920.05
93.900.0594.940.05
93.920.0594.960.05
93.940.0594.980.05
93.960.0595.000.05
93.980.0595.020.05
94.000.0595.040.05
94.020.0595.060.05
Elevation (feet)Discarded (cfs)
95.080.05
95.100.05
95.120.05
95.140.05
95.160.05
===== PAGE 1111 ===== Stage-Area-Storage for Pond 50P: Subsurface Basin Lot 4
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0110.000
93.050.0110.000
93.100.0110.000
93.150.0110.001
93.200.0110.001
93.250.0110.001
93.300.0110.001
93.350.0110.002
93.400.0110.002
93.450.0110.002
93.500.0110.002
93.550.0110.002
93.600.0110.003
93.650.0110.003
93.700.0110.003
93.750.0110.004
93.800.0110.004
93.850.0110.004
93.900.0110.005
93.950.0110.005
94.000.0110.006
94.050.0110.006
94.100.0110.006
94.150.0110.007
94.200.0110.007
94.250.0110.007
94.300.0110.008
94.350.0110.008
94.400.0110.008
94.450.0110.009
94.500.0110.009
94.550.0110.009
94.600.0110.010
94.650.0110.010
94.700.0110.010
94.750.0110.010
94.800.0110.011
94.850.0110.011
94.900.0110.011
94.950.0110.011
95.000.0110.012
95.050.0110.012
95.100.0110.012
95.150.0110.012
===== PAGE 1112 ===== ## Summary for Pond 52P: Subsurface Basin Lot 6 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.07 cfs @ 11.55 hrs, Volume= 1,722 cf, Atten= 86%, Lag= 0.0 min Discarded = 0.07 cfs @ 11.55 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 95.14' @ 12.52 hrs Surf.Area= 0.008 ac Storage= 0.009 af Plug-Flow detention time= 28.1 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 28.1 min (761.1 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 47.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.450 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.55 hrsHW=93.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 52P: Subsurface Basin Lot 6Exfiltration
===== PAGE 1113 ===== ## Pond 52P: Subsurface Basin Lot 6 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +3.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +3.00' Row Adjustment +1.50' Header x 2 = 46.00' Row Length +8.0" End Stone x 2 = 47.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +3.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 170.0 cf Chamber Storage 6 Chambers x 31.9 cf +3.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 226.1 cf Displacement 784.1 cf Field - 226.1 cf Chambers = 558.1 cf Stone x 40.0% Voids = 223.2 cf Stone Storage Chamber Storage + Stone Storage = 393.2 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 47.33' x 7.65' x 2.17' 6 Chambers 29.0 cy Field 20.7 cy Stone
Image
===== PAGE 1114 =====
Pond 52P: Subsurface Basin Lot 6
Image
Pond 52P: Subsurface Basin Lot 6
Stage-Discharge
Image
===== PAGE 1115 =====
Pond 52P: Subsurface Basin Lot 6
Stage-Area-Storage
Image
0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1116 =====
Hydrograph for Pond 52P: Subsurface Basin Lot 6
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00093.000.00
2.000.000.00093.000.00
4.000.010.00093.000.01
6.000.010.00093.000.01
8.000.010.00093.000.01
10.000.020.00093.000.02
12.000.310.00393.890.07
14.000.020.00594.170.07
16.000.010.00093.000.01
18.000.010.00093.000.01
20.000.010.00093.000.01
22.000.010.00093.000.01
24.000.010.00093.000.01
26.000.000.00093.000.00
28.000.000.00093.000.00
30.000.000.00093.000.00
32.000.000.00093.000.00
34.000.000.00093.000.00
36.000.000.00093.000.00
38.000.000.00093.000.00
40.000.000.00093.000.00
42.000.000.00093.000.00
44.000.000.00093.000.00
46.000.000.00093.000.00
48.000.000.00093.000.00
50.000.000.00093.000.00
52.000.000.00093.000.00
54.000.000.00093.000.00
56.000.000.00093.000.00
58.000.000.00093.000.00
60.000.000.00093.000.00
62.000.000.00093.000.00
64.000.000.00093.000.00
66.000.000.00093.000.00
68.000.000.00093.000.00
70.000.000.00093.000.00
72.000.000.00093.000.00
===== PAGE 1117 ===== ## Stage-Discharge for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
93.000.0094.040.07
93.020.0794.060.07
93.040.0794.080.07
93.060.0794.100.07
93.080.0794.120.07
93.100.0794.140.07
93.120.0794.160.07
93.140.0794.180.07
93.160.0794.200.07
93.180.0794.220.07
93.200.0794.240.07
93.220.0794.260.07
93.240.0794.280.07
93.260.0794.300.07
93.280.0794.320.07
93.300.0794.340.07
93.320.0794.360.07
93.340.0794.380.07
93.360.0794.400.07
93.380.0794.420.07
93.400.0794.440.07
93.420.0794.460.07
93.440.0794.480.07
93.460.0794.500.07
93.480.0794.520.07
93.500.0794.540.07
93.520.0794.560.07
93.540.0794.580.07
93.560.0794.600.07
93.580.0794.620.07
93.600.0794.640.07
93.620.0794.660.07
93.640.0794.680.07
93.660.0794.700.07
93.680.0794.720.07
93.700.0794.740.07
93.720.0794.760.07
93.740.0794.780.07
93.760.0794.800.07
93.780.0794.820.07
93.800.0794.840.07
93.820.0794.860.07
93.840.0794.880.07
93.860.0794.900.07
93.880.0794.920.07
93.900.0794.940.07
93.920.0794.960.07
93.940.0794.980.07
93.960.0795.000.07
93.980.0795.020.07
94.000.0795.040.07
94.020.0795.060.07
Elevation (feet)Discarded (cfs)
95.080.07
95.100.07
95.120.07
95.140.07
95.160.07
===== PAGE 1118 ===== Stage-Area-Storage for Pond 52P: Subsurface Basin Lot 6
Elevation (feet)Surface (acres)Storage (acre-feet)
93.000.0080.000
93.050.0080.000
93.100.0080.000
93.150.0080.000
93.200.0080.001
93.250.0080.001
93.300.0080.001
93.350.0080.001
93.400.0080.001
93.450.0080.001
93.500.0080.002
93.550.0080.002
93.600.0080.002
93.650.0080.002
93.700.0080.002
93.750.0080.003
93.800.0080.003
93.850.0080.003
93.900.0080.003
93.950.0080.004
94.000.0080.004
94.050.0080.004
94.100.0080.005
94.150.0080.005
94.200.0080.005
94.250.0080.005
94.300.0080.006
94.350.0080.006
94.400.0080.006
94.450.0080.006
94.500.0080.007
94.550.0080.007
94.600.0080.007
94.650.0080.007
94.700.0080.008
94.750.0080.008
94.800.0080.008
94.850.0080.008
94.900.0080.008
94.950.0080.008
95.000.0080.008
95.050.0080.009
95.100.0080.009
95.150.0080.009
===== PAGE 1119 ===== ## Summary for Pond 56P: Subsurface Basin Lot 7 Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 0.51 cfs @ 12.09 hrs, Volume= 1,722 cf Outflow = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf, Atten= 84%, Lag= 0.0 min Discarded = 0.08 cfs @ 11.58 hrs, Volume= 1,722 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 96.01' @ 12.51 hrs Surf.Area= 0.008 ac Storage= 0.008 af Plug-Flow detention time= 21.4 min calculated for 1,722 cf (100% of inflow) Center-of-Mass det. time= 21.4 min (754.3 - 732.9)
VolumeInvertAvail.StorageStorage Description
#1A94.00'0.005 af7.65'W x 45.33'L x 2.17'H Field A 0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A94.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded94.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.08 cfs @ 11.58 hrsHW=94.02' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.08 cfs)
Pond 56P: Subsurface Basin Lot 7Exfiltration
===== PAGE 1120 ===== ## Pond 56P: Subsurface Basin Lot 7 - Chamber Wizard Field A Chamber Model = ADS N-12 15" (ADS N-12® Pipe) Inside= 14.8"W x 14.8"H => 1.20 sf x 20.00'L = 24.0 cf Outside= 18.0"W x 18.0"H => 1.60 sf x 20.00'L = 31.9 cf Row Length Adjustment= +1.00' x 1.20 sf x 3 rows 18.0" Wide + 10.9" Spacing = 28.9" C-C Row Spacing 2 Chambers/Row x 20.00' Long +1.00' Row Adjustment +1.50' Header x 2 = 44.00' Row Length +8.0" End Stone x 2 = 45.33' Base Length 3 Rows x 18.0" Wide + 10.9" Spacing x 2 + 8.0" Side Stone x 2 = 7.65' Base Width 4.0" Stone Base + 18.0" Chamber Height + 4.0" Stone Cover = 2.17' Field Height 6 Chambers x 24.0 cf +1.00' Row Adjustment x 1.20 sf x 3 Rows + 6.31' Header x 1.20 sf x 2 = 162.8 cf Chamber Storage 6 Chambers x 31.9 cf +1.00' Row Adjustment x 1.60 sf x 3 Rows + 6.31' Header x 1.60 sf x 2 = 216.5 cf Displacement 751.0 cf Field - 216.5 cf Chambers = 534.5 cf Stone x 40.0% Voids = 213.8 cf Stone Storage Chamber Storage + Stone Storage = 376.6 cf = 0.009 af Overall Storage Efficiency = 50.1% Overall System Size = 45.33' x 7.65' x 2.17' 6 Chambers 27.8 cy Field 19.8 cy Stone
Image
===== PAGE 1121 =====
Pond 56P: Subsurface Basin Lot 7
Image
Pond 56P: Subsurface Basin Lot 7
Stage-Discharge
Image
===== PAGE 1122 =====
Pond 56P: Subsurface Basin Lot 7
Stage-Area-Storage
Image
Surface Storage 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1123 =====
Hydrograph for Pond 56P: Subsurface Basin Lot 7
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00094.000.00
2.000.000.00094.000.00
4.000.010.00094.000.01
6.000.010.00094.000.01
8.000.010.00094.000.01
10.000.020.00094.000.02
12.000.310.00394.840.08
14.000.020.00394.840.08
16.000.010.00094.000.01
18.000.010.00094.000.01
20.000.010.00094.000.01
22.000.010.00094.000.01
24.000.010.00094.000.01
26.000.000.00094.000.00
28.000.000.00094.000.00
30.000.000.00094.000.00
32.000.000.00094.000.00
34.000.000.00094.000.00
36.000.000.00094.000.00
38.000.000.00094.000.00
40.000.000.00094.000.00
42.000.000.00094.000.00
44.000.000.00094.000.00
46.000.000.00094.000.00
48.000.000.00094.000.00
50.000.000.00094.000.00
52.000.000.00094.000.00
54.000.000.00094.000.00
56.000.000.00094.000.00
58.000.000.00094.000.00
60.000.000.00094.000.00
62.000.000.00094.000.00
64.000.000.00094.000.00
66.000.000.00094.000.00
68.000.000.00094.000.00
70.000.000.00094.000.00
72.000.000.00094.000.00
===== PAGE 1124 ===== ## Stage-Discharge for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
94.000.0095.040.08
94.020.0895.060.08
94.040.0895.080.08
94.060.0895.100.08
94.080.0895.120.08
94.100.0895.140.08
94.120.0895.160.08
94.140.0895.180.08
94.160.0895.200.08
94.180.0895.220.08
94.200.0895.240.08
94.220.0895.260.08
94.240.0895.280.08
94.260.0895.300.08
94.280.0895.320.08
94.300.0895.340.08
94.320.0895.360.08
94.340.0895.380.08
94.360.0895.400.08
94.380.0895.420.08
94.400.0895.440.08
94.420.0895.460.08
94.440.0895.480.08
94.460.0895.500.08
94.480.0895.520.08
94.500.0895.540.08
94.520.0895.560.08
94.540.0895.580.08
94.560.0895.600.08
94.580.0895.620.08
94.600.0895.640.08
94.620.0895.660.08
94.640.0895.680.08
94.660.0895.700.08
94.680.0895.720.08
94.700.0895.740.08
94.720.0895.760.08
94.740.0895.780.08
94.760.0895.800.08
94.780.0895.820.08
94.800.0895.840.08
94.820.0895.860.08
94.840.0895.880.08
94.860.0895.900.08
94.880.0895.920.08
94.900.0895.940.08
94.920.0895.960.08
94.940.0895.980.08
94.960.0896.000.08
94.980.0896.020.08
95.000.0896.040.08
95.020.0896.060.08
Elevation (feet)Discarded (cfs)
96.080.08
96.100.08
96.120.08
96.140.08
96.160.08
===== PAGE 1125 ===== Stage-Area-Storage for Pond 56P: Subsurface Basin Lot 7
Elevation (feet)Surface (acres)Storage (acre-feet)
94.000.0080.000
94.050.0080.000
94.100.0080.000
94.150.0080.000
94.200.0080.001
94.250.0080.001
94.300.0080.001
94.350.0080.001
94.400.0080.001
94.450.0080.001
94.500.0080.002
94.550.0080.002
94.600.0080.002
94.650.0080.002
94.700.0080.002
94.750.0080.003
94.800.0080.003
94.850.0080.003
94.900.0080.003
94.950.0080.004
95.000.0080.004
95.050.0080.004
95.100.0080.004
95.150.0080.005
95.200.0080.005
95.250.0080.005
95.300.0080.005
95.350.0080.006
95.400.0080.006
95.450.0080.006
95.500.0080.006
95.550.0080.007
95.600.0080.007
95.650.0080.007
95.700.0080.007
95.750.0080.007
95.800.0080.007
95.850.0080.008
95.900.0080.008
95.950.0080.008
96.000.0080.008
96.050.0080.008
96.100.0080.008
96.150.0080.009
===== PAGE 1126 =====
Events for Subcatchment 36S: Roof Lot 1
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1127 =====
Events for Subcatchment 37S: Roof Lot 8
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1128 =====
Events for Subcatchment 38S: Roof Lot 2
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1129 =====
Events for Subcatchment 40S: Roof Lot 9
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1130 =====
Events for Subcatchment 42S: Roof Lot 10
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1131 =====
Events for Subcatchment 44S: Roof Lot 3
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1132 =====
Events for Subcatchment 48S: Roof Lot 4
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1133 =====
Events for Subcatchment 51S: Roof Lot 6
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1134 =====
Events for Subcatchment 55S: Roof Lot 7
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
2 YR-F4.040.185873.81
10 YR-C5.380.247935.14
10 YR-F6.340.289416.10
100 YR-C9.480.421,4249.24
100 YR-F11.410.511,72211.17
===== PAGE 1135 =====
Events for Pond 37P: Subsurface Basin Lot 1
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0391.360.002
2 YR-F0.180.0391.510.003
10 YR-C0.240.0391.750.004
10 YR-F0.280.0391.900.006
100 YR-C0.420.0392.490.011
100 YR-F0.510.0393.140.014
===== PAGE 1136 =====
Events for Pond 38P: Subsurface Basin Lot 8
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0894.210.001
2 YR-F0.180.0894.330.001
10 YR-C0.240.0894.600.002
10 YR-F0.280.0894.780.003
100 YR-C0.420.0895.370.006
100 YR-F0.510.0896.010.008
===== PAGE 1137 =====
Events for Pond 39P: Subsurface Basin Lot 2
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0793.250.001
2 YR-F0.180.0793.360.001
10 YR-C0.240.0793.650.002
10 YR-F0.280.0793.810.003
100 YR-C0.420.0794.420.007
100 YR-F0.510.0795.080.009
===== PAGE 1138 ===== ## Events for Pond 41P: Subsurface Basin Lot 9
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0793.260.001
2 YR-F0.180.0793.370.001
10 YR-C0.240.0793.660.002
10 YR-F0.280.0793.820.003
100 YR-C0.420.0794.450.007
100 YR-F0.510.0795.140.009
===== PAGE 1139 =====
Events for Pond 43P: Subsurface Basin Lot 10
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0892.210.001
2 YR-F0.180.0892.330.001
10 YR-C0.240.0892.600.002
10 YR-F0.280.0892.780.003
100 YR-C0.420.0893.370.006
100 YR-F0.510.0894.010.008
===== PAGE 1140 =====
Events for Pond 46P: Subsurface Basin Lot 3
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0593.300.001
2 YR-F0.180.0593.440.002
10 YR-C0.240.0593.690.003
10 YR-F0.280.0593.850.004
100 YR-C0.420.0594.430.009
100 YR-F0.510.0595.060.012
===== PAGE 1141 =====
Events for Pond 50P: Subsurface Basin Lot 4
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0593.300.001
2 YR-F0.180.0593.440.002
10 YR-C0.240.0593.690.003
10 YR-F0.280.0593.850.004
100 YR-C0.420.0594.430.009
100 YR-F0.510.0595.060.012
===== PAGE 1142 =====
Events for Pond 52P: Subsurface Basin Lot 6
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0793.250.001
2 YR-F0.180.0793.370.001
10 YR-C0.240.0793.650.002
10 YR-F0.280.0793.820.003
100 YR-C0.420.0794.440.006
100 YR-F0.510.0795.140.009
===== PAGE 1143 =====
Events for Pond 56P: Subsurface Basin Lot 7
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.150.0894.210.001
2 YR-F0.180.0894.330.001
10 YR-C0.240.0894.600.002
10 YR-F0.280.0894.780.003
100 YR-C0.420.0895.370.006
100 YR-F0.510.0896.010.008
===== PAGE 1144 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix D – Failure Analysis ===== PAGE 1145 =====
Image
Failure Analysis
Routing Diagram for Analysis - Failure Prepared by Civil Core Consulting, Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Link Reach Subcat ===== PAGE 1146 ===== ## Project Notes Rainfall events imported from "240214_Analysis.hcp" ===== PAGE 1147 =====
Analysis - Failure
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 3
## Rainfall Events Listing (selected events)
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YR-CNOAA 24-hrDDefault24.0013.422
210 YR-CNOAA 24-hrDDefault24.0015.382
===== PAGE 1148 =====
Area Listing (all nodes)
Area (sq-ft)CNDescription (subcatchment-numbers)
101,49539>75% Grass cover, Good, HSG A (2S, 3S, 4S)
8,71298Paved parking, HSG A (6S)
25,70098Paved roads w/curbs & sewers, HSG A (7S, 8S)
19,65098Roofs, HSG A (5S, 14S, 16S, 17S, 18S, 35S, 36S, 37S, 38S, 39S)
155,55760TOTAL AREA
===== PAGE 1149 =====
Soil Listing (all nodes)
Area (sq-ft)Soil GroupSubcatchment Numbers
155,557HSG A2S, 3S, 4S, 5S, 6S, 7S, 8S, 14S, 16S, 17S, 18S, 35S, 36S, 37S, 38S, 39S
0HSG B
0HSG C
0HSG D
0Other
155,557TOTAL AREA
===== PAGE 1150 =====
Analysis - Failure
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 6
Ground Covers (all nodes)
HSG-A (sq-ft)HSG-B (sq-ft)HSG-C (sq-ft)HSG-D (sq-ft)Other (sq-ft)Total (sq-ft)Ground Cover
101,4950000101,495>75% Grass cover, Good
8,71200008,712Paved parking
25,700000025,700Paved roads w/curbs & sewers
19,650000019,650Roofs
155,5570000155,557TOTAL AREA
===== PAGE 1151 =====
Analysis - Failure
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025HydroCAD Software Solutions LLCPage 7
Pipe Listing (all nodes)
Line#Node NumberIn-Invert (feet)Out-Invert (feet)Length (feet)Slope (ft/ft)nWidth (inches)Diam/Height (inches)Inside-Fill (inches)Node Name
12P88.0086.00119.00.01680.0120.012.00.0
23P92.0891.6538.00.01130.0110.012.00.0
34P92.0090.7552.00.02400.0110.012.00.0
45P87.4887.0028.00.01710.0120.012.00.0
57P91.8091.6530.00.00500.0120.012.00.0
68P92.7592.657.00.01430.0120.012.00.0
733P93.6593.5017.00.00880.0120.012.00.0
842P90.8090.7511.00.00450.0120.012.00.0
===== PAGE 1152 ===== Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points x 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: DA-P1 PERVOUSRunoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.00 cfs 24 cf
Subcatchment3S: DA-P3 PERVOUSRunoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 13 cf
Subcatchment4S: DA-P2 PERVOUSRunoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.01" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 8 cf
Subcatchment5S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment6S: DA-P3 IMPERVOUSRunoff Area=0.200 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.59 cfs 2,314 cf
Subcatchment7S: DA-P2 IMPERVOUSRunoff Area=0.190 ac 100.00% Impervious Runoff Depth=3.19" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.56 cfs 2,198 cf
Subcatchment8S: DA-P1 IMPERVOUS Flow Length=372'Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=3.19" Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.33 cfs 4,627 cf
Subcatchment14S: LOT 11 RoofRunoff Area=3,000 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.25 cfs 797 cf
Subcatchment16S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment17S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment18S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment35S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment36S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment37S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment38S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
Subcatchment39S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=3.19" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.15 cfs 491 cf
===== PAGE 1153 ===== Total Runoff Area = 155,557 sf Runoff Volume = 14,402 cf Average Runoff Depth = 1.11" 65.25% Pervious = 101,495 sf 34.75% Impervious = 54,062 sf
Pond 2P: Subsurface Infiltration Basin 1Peak Elev=91.59' Storage=0.141 cf Inflow=0.42 cfs 7,413 cf Outflow=0.42 cfs 7,413 cf
Pond 3P: PERVOUS PAVEMENT 2BPeak Elev=94.62' Storage=764 cf Inflow=0.56 cfs 2,198 cf Outflow=0.12 cfs 2,194 cf
Pond 4P: PERVOUS PAVEMENT 3BPeak Elev=94.71' Storage=773 cf Inflow=0.59 cfs 2,314 cf Outflow=0.15 cfs 2,310 cf
Pond 5P: BIORETENTIONBASIN 1APeak Elev=93.29' Storage=4,929 cf Inflow=1.93 cfs 6,616 cf Outflow=0.21 cfs 6,616 cf
Pond 7P: BIORENTIONBASIN 2APeak Elev=95.52' Storage=174 cf Inflow=0.30 cfs 991 cf Outflow=0.30 cfs 944 cf
Pond 8P: INFILTRATIONBASIN 3Peak Elev=93.61' Storage=3,284 cf Inflow=0.26 cfs 3,697 cf Outflow=0.14 cfs 3,691 cf
Pond 33P: INFILTRATIONBASIN 2Peak Elev=94.16' Storage=2,708 cf Inflow=0.39 cfs 3,138 cf Outflow=0.10 cfs 3,130 cf
Pond 42P: BIORENTION BASIN 3APeak Elev=94.43' Storage=439 cf Inflow=0.45 cfs 1,487 cf Outflow=0.12 cfs 1,388 cf
Link 32L: POA1Inflow=0.42 cfs 7,413 cf Primary=0.42 cfs 7,413 cf
Link 33L: POA 2Inflow=0.10 cfs 3,130 cf Primary=0.10 cfs 3,130 cf
Link 34L: POA 3Inflow=0.14 cfs 3,691 cf Primary=0.14 cfs 3,691 cf
Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 9 ===== PAGE 1154 ===== ## Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 0.00 cfs @ 24.01 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 24 cf, Depth= 0.01" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Image
===== PAGE 1155 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.000.00
4.000.180.000.000.00
6.000.290.000.000.00
8.000.440.000.000.00
10.000.680.000.000.00
12.001.640.000.000.00
14.002.740.000.000.00
16.002.980.000.000.00
18.003.130.000.000.00
20.003.240.000.000.00
22.003.340.000.000.00
24.003.420.010.000.00
26.003.420.010.000.00
28.003.420.010.000.00
30.003.420.010.000.00
32.003.420.010.000.00
34.003.420.010.000.00
36.003.420.010.000.00
38.003.420.010.000.00
40.003.420.010.000.00
42.003.420.010.000.00
44.003.420.010.000.00
46.003.420.010.000.00
48.003.420.010.000.00
50.003.420.010.000.00
52.003.420.010.000.00
54.003.420.010.000.00
56.003.420.010.000.00
58.003.420.010.000.00
60.003.420.010.000.00
62.003.420.010.000.00
64.003.420.010.000.00
66.003.420.010.000.00
68.003.420.010.000.00
70.003.420.010.000.00
72.003.420.010.000.00
===== PAGE 1156 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.00 cfs @ 24.02 hrs, Volume= Routed to Pond 42P : BIORENTION BASIN 3A 13 cf. Depth= 0.01" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1157 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.000.00
4.000.180.000.000.00
6.000.290.000.000.00
8.000.440.000.000.00
10.000.680.000.000.00
12.001.640.000.000.00
14.002.740.000.000.00
16.002.980.000.000.00
18.003.130.000.000.00
20.003.240.000.000.00
22.003.340.000.000.00
24.003.420.010.000.00
26.003.420.010.000.00
28.003.420.010.000.00
30.003.420.010.000.00
32.003.420.010.000.00
34.003.420.010.000.00
36.003.420.010.000.00
38.003.420.010.000.00
40.003.420.010.000.00
42.003.420.010.000.00
44.003.420.010.000.00
46.003.420.010.000.00
48.003.420.010.000.00
50.003.420.010.000.00
52.003.420.010.000.00
54.003.420.010.000.00
56.003.420.010.000.00
58.003.420.010.000.00
60.003.420.010.000.00
62.003.420.010.000.00
64.003.420.010.000.00
66.003.420.010.000.00
68.003.420.010.000.00
70.003.420.010.000.00
72.003.420.010.000.00
===== PAGE 1158 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.00 cfs @ 24.01 hrs, Volume= Routed to Pond 7P : BIORENTION BASIN 2A 8 cf, Depth = 0.01" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Dense n= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Subcatchment 4S: DA-P2 PERVIOUS
Image
===== PAGE 1159 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.000.00
4.000.180.000.000.00
6.000.290.000.000.00
8.000.440.000.000.00
10.000.680.000.000.00
12.001.640.000.000.00
14.002.740.000.000.00
16.002.980.000.000.00
18.003.130.000.000.00
20.003.240.000.000.00
22.003.340.000.000.00
24.003.420.010.000.00
26.003.420.010.000.00
28.003.420.010.000.00
30.003.420.010.000.00
32.003.420.010.000.00
34.003.420.010.000.00
36.003.420.010.000.00
38.003.420.010.000.00
40.003.420.010.000.00
42.003.420.010.000.00
44.003.420.010.000.00
46.003.420.010.000.00
48.003.420.010.000.00
50.003.420.010.000.00
52.003.420.010.000.00
54.003.420.010.000.00
56.003.420.010.000.00
58.003.420.010.000.00
60.003.420.010.000.00
62.003.420.010.000.00
64.003.420.010.000.00
66.003.420.010.000.00
68.003.420.010.000.00
70.003.420.010.000.00
72.003.420.010.000.00
===== PAGE 1160 ===== # Summary for Subcatchment 5S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 5P : BIORETENTION BASIN 1A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 5S: Typ. Roof
Image
Runoff 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1161 =====
Hydrograph for Subcatchment 5S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1162 ===== ## Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 0.59 cfs @ 12.12 hrs, Volume= Routed to Pond 4P : PERVIOUS PAVEMENT 3B 2,314 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
===== PAGE 1163 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.01
6.000.290.000.140.01
8.000.440.000.270.02
10.000.680.000.480.03
12.001.640.001.420.34
14.002.740.002.510.03
16.002.980.002.740.02
18.003.130.002.900.01
20.003.240.003.010.01
22.003.340.003.100.01
24.003.420.003.190.01
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1164 ===== ## Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 0.56 cfs @ 12.12 hrs, Volume= Routed to Pond 3P : PERVIOUS PAVEMENT 2B 2,198 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.81370.02002.87
4.3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Image
===== PAGE 1165 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.01
6.000.290.000.140.01
8.000.440.000.270.02
10.000.680.000.480.03
12.001.640.001.420.32
14.002.740.002.510.03
16.002.980.002.740.02
18.003.130.002.900.01
20.003.240.003.010.01
22.003.340.003.100.01
24.003.420.003.190.01
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1166 ===== # Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 1.33 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 4,627 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1167 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.01
4.000.180.000.060.01
6.000.290.000.140.02
8.000.440.000.270.03
10.000.680.000.480.06
12.001.640.001.420.78
14.002.740.002.510.07
16.002.980.002.740.04
18.003.130.002.900.02
20.003.240.003.010.02
22.003.340.003.100.02
24.003.420.003.190.02
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1168 ===== ## Summary for Subcatchment 14S: LOT 11 Roof Runoff = 0.25 cfs @ 12.09 hrs, Volume= Routed to Pond 2P : Subusrface Infiltration Basin 1 797 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.3402.00Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 1169 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.01
10.000.680.000.480.01
12.001.640.001.420.15
14.002.740.002.510.01
16.002.980.002.740.01
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1170 ===== # Summary for Subcatchment 16S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 491 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 16S: Typ. Roof
Image
Runoff 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1171 =====
Hydrograph for Subcatchment 16S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1172 ===== # Summary for Subcatchment 17S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 5P : BIORETENTION BASIN 1A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 17S: Typ. Roof
Hydrograph
Image
Runoff 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1173 =====
Hydrograph for Subcatchment 17S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1174 ===== # Summary for Subcatchment 18S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 491 cf, Depth= 3.19" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 18S: Typ. Roof
Hydrograph
Image
Runoff 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1175 =====
Hydrograph for Subcatchment 18S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1176 ===== # Summary for Subcatchment 35S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 7P : BIORENTION BASIN 2A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 35S: Typ. Roof
Image
◔ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1177 =====
Hydrograph for Subcatchment 35S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1178 ===== # Summary for Subcatchment 36S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 7P : BIORENTION BASIN 2A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 36S: Typ. Roof
Image
◔ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1179 =====
Hydrograph for Subcatchment 36S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1180 ===== # Summary for Subcatchment 37S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 37S: Typ. Roof
Image
3 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1181 =====
Hydrograph for Subcatchment 37S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1182 ===== # Summary for Subcatchment 38S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 38S: Typ. Roof
Image
∅ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1183 =====
Hydrograph for Subcatchment 38S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1184 ===== # Summary for Subcatchment 39S: Typ. Roof Runoff = 0.15 cfs @ 12.09 hrs, Volume= 491 cf, Depth= 3.19" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 39S: Typ. Roof
Image
∅ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1185 =====
Hydrograph for Subcatchment 39S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.00
8.000.440.000.270.00
10.000.680.000.480.01
12.001.640.001.420.09
14.002.740.002.510.01
16.002.980.002.740.00
18.003.130.002.900.00
20.003.240.003.010.00
22.003.340.003.100.00
24.003.420.003.190.00
26.003.420.003.190.00
28.003.420.003.190.00
30.003.420.003.190.00
32.003.420.003.190.00
34.003.420.003.190.00
36.003.420.003.190.00
38.003.420.003.190.00
40.003.420.003.190.00
42.003.420.003.190.00
44.003.420.003.190.00
46.003.420.003.190.00
48.003.420.003.190.00
50.003.420.003.190.00
52.003.420.003.190.00
54.003.420.003.190.00
56.003.420.003.190.00
58.003.420.003.190.00
60.003.420.003.190.00
62.003.420.003.190.00
64.003.420.003.190.00
66.003.420.003.190.00
68.003.420.003.190.00
70.003.420.003.190.00
72.003.420.003.190.00
===== PAGE 1186 ===== ## Summary for Pond 2P: Subusrface Infiltration Basin 1 Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.10" for 2 YR-C event Inflow = 0.42 cfs @ 12.09 hrs, Volume= 7,413 cf Outflow = 0.42 cfs @ 12.10 hrs, Volume= 7,413 cf, Atten= 1%, Lag= 0.4 min Primary = 0.42 cfs @ 12.10 hrs, Volume= 7,413 cf Routed to Link 32L : POA1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Automatic Starting Elev= 91.55' Surf.Area= 0.057 ac Storage= 0.140 af Peak Elev= 91.59' @ 12.10 hrs Surf.Area= 0.057 ac Storage= 0.141 af (0.001 af above start) Plug-Flow detention time= 757.4 min calculated for 1,312 cf (18% of inflow) Center-of-Mass det. time= 2.5 min (871.2 - 868.7 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'0.100 af27.50'W x 90.00'L x 6.00'H Field A
0.341 af Overall - 0.091 af Embedded = 0.250 af x 40.0% Voids
#2A87.50'0.073 afADS N-12 36" x 20 Inside #1 Inside = 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside = 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
0.173 af Total Available Storage ## Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 91.55' 48.0" x 48.0" Horiz. Grate C=0.600 #2 Device 1 88.00' 12.0" Round Culvert L=119.0' RCP, square edge headwall, Ke=0.500 Inlet / Outlet Invert=88.00'/86.00' S=0.0168'/' Cc=0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf Primary OutFlow Max=0.42 cfs @ 12.10 hrs HW=91.59' TW=0.00' (Dynamic Tailwater) 1=Grate (Weir Controls 0.42 cfs @ 0.65 fps) 2=Culvert (Passes 0.42 cfs of 0.58 cfs potential flow)
Image
===== PAGE 1187 ===== ## Pond 2P: Subusrface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 1188 =====
Pond 2P: Subusrface Infiltration Basin 1
Image
Pond 2P: Subusrface Infiltration Basin 1
Image
===== PAGE 1189 =====
Pond 2P: Subusrface Infiltration Basin 1
Image
===== PAGE 1190 =====
Hydrograph for Pond 2P: Subusrface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Primary (cfs)
0.000.000.14091.550.00
2.000.010.14091.550.01
4.000.020.14091.560.02
6.000.030.14091.560.03
8.000.040.14091.560.04
10.000.070.14091.560.07
12.000.300.14191.580.30
14.000.210.14191.580.21
16.000.170.14191.570.17
18.000.120.14091.570.12
20.000.080.14091.560.08
22.000.050.14091.560.05
24.000.030.14091.560.03
26.000.000.14091.550.00
28.000.000.14091.550.00
30.000.000.14091.550.00
32.000.000.14091.550.00
34.000.000.14091.550.00
36.000.000.14091.550.00
38.000.000.14091.550.00
40.000.000.14091.550.00
42.000.000.14091.550.00
44.000.000.14091.550.00
46.000.000.14091.550.00
48.000.000.14091.550.00
50.000.000.14091.550.00
52.000.000.14091.550.00
54.000.000.14091.550.00
56.000.000.14091.550.00
58.000.000.14091.550.00
60.000.000.14091.550.00
62.000.000.14091.550.00
64.000.000.14091.550.00
66.000.000.14091.550.00
68.000.000.14091.550.00
70.000.000.14091.550.00
72.000.000.14091.550.00
===== PAGE 1191 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
87.000.0089.600.00
87.050.0089.650.00
87.100.0089.700.00
87.150.0089.750.00
87.200.0089.800.00
87.250.0089.850.00
87.300.0089.900.00
87.350.0089.950.00
87.400.0090.000.00
87.450.0090.050.00
87.500.0090.100.00
87.550.0090.150.00
87.600.0090.200.00
87.650.0090.250.00
87.700.0090.300.00
87.750.0090.350.00
87.800.0090.400.00
87.850.0090.450.00
87.900.0090.500.00
87.950.0090.550.00
88.000.0090.600.00
88.050.0090.650.00
88.100.0090.700.00
88.150.0090.750.00
88.200.0090.800.00
88.250.0090.850.00
88.300.0090.900.00
88.350.0090.950.00
88.400.0091.000.00
88.450.0091.050.00
88.500.0091.100.00
88.550.0091.150.00
88.600.0091.200.00
88.650.0091.250.00
88.700.0091.300.00
88.750.0091.350.00
88.800.0091.400.00
88.850.0091.450.00
88.900.0091.500.00
88.950.0091.550.00
89.000.0091.600.58
89.050.0091.650.92
89.100.0091.701.13
89.150.0091.751.30
89.200.0091.801.46
89.250.0091.851.60
89.300.0091.901.72
89.350.0091.951.84
89.400.0092.001.95
89.450.0092.052.06
89.500.0092.102.16
89.550.0092.152.26
Elevation (feet)Primary (cfs)
92.202.35
92.252.44
92.302.52
92.352.60
92.402.69
92.452.76
92.502.84
92.552.91
92.602.98
92.653.05
92.703.12
92.753.19
92.803.26
92.853.32
92.903.38
92.953.45
93.003.51
===== PAGE 1192 =====
Stage-Area-Storage for Pond 2P: Subusrface Infiltration Basin 1
Elevation (feet)Storage (acre-feet)Elevation (feet)Storage (acre-feet)
87.000.00089.600.084
87.050.00189.650.086
87.100.00289.700.088
87.150.00389.750.089
87.200.00589.800.091
87.250.00689.850.093
87.300.00789.900.095
87.350.00889.950.097
87.400.00990.000.099
87.450.01090.050.101
87.500.01190.100.103
87.550.01290.150.105
87.600.01390.200.106
87.650.01490.250.108
87.700.01590.300.110
87.750.01690.350.112
87.800.01790.400.113
87.850.01890.450.115
87.900.02090.500.116
87.950.02190.550.118
88.000.02290.600.119
88.050.02490.650.121
88.100.02690.700.122
88.150.02790.750.123
88.200.02990.800.124
88.250.03190.850.125
88.300.03390.900.126
88.350.03490.950.127
88.400.03691.000.128
88.450.03891.050.129
88.500.04091.100.130
88.550.04291.150.131
88.600.04491.200.132
88.650.04691.250.133
88.700.04791.300.134
88.750.04991.350.136
88.800.05191.400.137
88.850.05391.450.138
88.900.05591.500.139
88.950.05791.550.140
89.000.05991.600.141
89.050.06191.650.142
89.100.06391.700.143
89.150.06591.750.145
89.200.06791.800.146
89.250.06991.850.147
89.300.07191.900.148
89.350.07491.950.149
89.400.07692.000.150
89.450.07892.050.151
89.500.08092.100.153
89.550.08292.150.154
Elevation (feet)Storage (acre-feet)
92.200.155
92.250.156
92.300.157
92.350.158
92.400.159
92.450.161
92.500.162
92.550.163
92.600.164
92.650.165
92.700.166
92.750.167
92.800.168
92.850.170
92.900.171
92.950.172
93.000.173
===== PAGE 1193 ===== ## Summary for Pond 3P: PERVIOUS PAVEMENT 2B
Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event
Inflow = 0.56 cfs @ 12.12 hrs, Volume= 2,198 cf
Outflow = 0.12 cfs @ 12.40 hrs, Volume= 2,194 cf, Atten= 78%, Lag= 16.7 min
Primary = 0.12 cfs @ 12.40 hrs, Volume= 2,194 cf
Routed to Pond 33P : INEIL TRATION BASIN 2
Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.62' @ 12.54 hrs Surf. Area = 6,150 sf Storage = 764 cf Plug-Flow detention time = 132.8 min calculated for 2,194 cf (100% of inflow) Center-of-Mass det. time = 131.5 min (889.4 - 757.9)
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.12 cfs @ 12.40 hrs HW=94.61' TW=94.04' (Dynamic Tailwater) 3=Culvert (Passes 0.12 cfs of 3.29 cfs potential flow) 1=Orifice (Orifice Controls 0.12 cfs @ 3.61 fps) 2=Grate (Controls 0.00 cfs) ===== PAGE 1194 ===== Grate Pond 3P: PERVIOUS PAVEMENT 2B
Pond 3P: PERVIOUS PAVEMENT 2B
Image
Image
===== PAGE 1195 =====
Pond 3P: PERVIOUS PAVEMENT 2B
Image
Pond 3P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 1196 =====
Hydrograph for Pond 3P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.00493.800.00
4.000.013393.830.00
6.000.016593.850.01
8.000.029593.880.01
10.000.0313393.910.02
12.000.3239094.120.08
14.000.0359594.280.06
16.000.0236894.100.05
18.000.0118793.950.03
20.000.0111193.890.01
22.000.019293.870.01
24.000.018393.870.01
26.000.004893.840.00
28.000.003393.830.00
30.000.002593.820.00
32.000.002093.820.00
34.000.001793.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00793.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00693.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 1197 =====
Stage-Discharge for Pond 3P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.13
93.980.0594.500.1395.025.15
93.990.0594.510.1395.035.17
94.000.0594.520.1395.045.18
94.010.0594.530.1395.055.20
94.020.0694.540.1395.065.22
94.030.0694.550.1395.075.24
94.040.0694.560.1395.085.26
94.050.0694.570.1395.095.28
94.060.0694.580.1395.105.30
94.070.0794.590.1495.115.31
94.080.0794.600.1495.125.33
94.090.0794.610.1495.135.35
94.100.0794.620.1495.145.37
94.110.0794.630.1495.155.39
94.120.0894.640.1495.165.40
94.130.0894.650.1495.175.42
94.140.0894.660.1495.185.44
94.150.0894.670.1495.195.46
94.160.0894.680.1495.205.47
94.170.0894.690.1595.215.49
94.180.0994.700.1595.225.51
94.190.0994.710.1595.235.53
94.200.0994.720.1595.245.55
94.210.0994.730.1595.255.56
94.220.0994.740.1595.265.58
94.230.0994.750.1595.275.60
94.240.1094.760.1595.285.61
94.250.1094.770.1595.295.63
94.260.1094.780.1595.305.65
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 1198 =====
Stage-Area-Storage for Pond 3P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 1199 ===== ## Summary for Pond 4P: PERVIOUS PAVEMENT 3B
Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 3.19" for 2 YR-C event
Inflow = 0.59 cfs @ 12.12 hrs, Volume= 2,314 cf
Outflow = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf, Atten= 75%, Lag= 20.1 min
Primary = 0.15 cfs @ 12.46 hrs, Volume= 2,310 cf
Routed to Pond 8P : INFILTRATION BASIN 3
Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.71' @ 12.46 hrs Surf.Area = 5,926 sf Storage = 773 cf Plug-Flow detention time = 106.5 min calculated for 2,310 cf (100% of inflow) Center-of-Mass det. time = 105.4 min (863.3 - 757.9)
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.15 cfs @ 12.46 hrs HW=94.71' TW=93.27' (Dynamic Tailwater) 3=Culvert (Passes 0.15 cfs of 4.90 cfs potential flow) 1=Orifice (Orifice Controls 0.15 cfs @ 4.31 fps) 2=Grate (Controls 0.00 cfs) ===== PAGE 1200 =====
Image
Pond 4P: PERVIOUS PAVEMENT 3B
Image
24681012141618202224262830323436384042444648505254565860626466687072Time (hours) ===== PAGE 1201 =====
Pond 4P: PERVIOUS PAVEMENT 3B
Image
Pond 4P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 1202 =====
Hydrograph for Pond 4P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.00493.800.00
4.000.013493.830.00
6.000.016693.860.01
8.000.029593.880.01
10.000.0313393.910.02
12.000.3440194.140.08
14.000.0347594.200.09
16.000.0219193.960.04
18.000.0112093.900.02
20.000.019893.880.01
22.000.018893.870.01
24.000.018193.870.01
26.000.004693.840.00
28.000.003193.830.00
30.000.002493.820.00
32.000.001993.820.00
34.000.001693.810.00
36.000.001493.810.00
38.000.001293.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00793.810.00
50.000.00793.810.00
52.000.00693.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 1203 =====
Stage-Discharge for Pond 4P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.20
94.010.0594.530.1395.056.21
94.020.0694.540.1395.066.22
94.030.0694.550.1395.076.24
94.040.0694.560.1395.086.25
94.050.0694.570.1395.096.26
94.060.0694.580.1395.106.28
94.070.0794.590.1495.116.29
94.080.0794.600.1495.126.30
94.090.0794.610.1495.136.32
94.100.0794.620.1495.146.33
94.110.0794.630.1495.156.34
94.120.0894.640.1495.166.36
94.130.0894.650.1495.176.37
94.140.0894.660.1495.186.38
94.150.0894.670.1495.196.40
94.160.0894.680.1495.206.41
94.170.0894.690.1595.216.42
94.180.0994.700.1595.226.44
94.190.0994.710.1595.236.45
94.200.0994.720.1595.246.46
94.210.0994.730.1595.256.47
94.220.0994.740.1595.266.49
94.230.0994.750.1595.276.50
94.240.1094.760.1595.286.51
94.250.1094.770.1595.296.53
94.260.1094.780.1595.306.54
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 1204 =====
Stage-Area-Storage for Pond 4P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 1205 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A
Inflow Area = 77,967 sf, 31.84% Impervious, Inflow Depth = 1.02" for 2 YR-C event
Inflow = 1.93 cfs @ 12.10 hrs, Volume= 6,616 cf
Outflow = 0.21 cfs @ 12.84 hrs, Volume= 6,616 cf, Atten= 89%, Lag= 44.5 min
Primary = 0.21 cfs @ 12.84 hrs, Volume= 6,616 cf
Routed to Pond 2P : Subsurface Infiltration Basin 1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3
Automatic Starting Elev= 91.55' Surf.Area= 1,500 sf Storage= 2,325 cf
Peak Elev= 93.29' @ 12.83 hrs Surf.Area= 1,500 sf Storage= 4,929 cf (2,604 cf above start)
Plug-Flow detention time= 381.5 min calculated for 4,291 cf (65% of inflow)
Center-of-Mass det. time= 126.6 min ( 882.8 - 756.2 )
Volume Invert Avail.Storage Storage Description
#1 90.00'8,250 cfCustom Stage Data (Prismatic) Listed below (Recalc)
Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet)
90.001,50000
95.501,5008,2508,250
Device Routing Invert Outlet Devices
#1 Device 391.00'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 395.00'48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary87.48'12.0" Round Culvert L= 28.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 87.48' / 87.00' S= 0.0171 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.21 cfs @ 12.84 hrs HW=93.29' TW=91.58' (Dynamic Tailwater)
3=Culvert (Passes 0.21 cfs of 5.90 cfs potential flow)
1=Orifice (Orifice Controls 0.21 cfs @ 6.29 fps)
2=Grate ( Controls 0.00 cfs)
Image
Culvert
Image
===== PAGE 1206 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 1207 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 1208 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.002,32591.550.00
2.000.012,33091.550.01
4.000.022,34891.570.02
6.000.032,36891.580.02
8.000.052,41491.610.04
10.000.092,52591.680.06
12.001.153,65992.440.15
14.000.094,61893.080.20
16.000.053,79892.530.16
18.000.043,11392.080.12
20.000.032,66191.770.08
22.000.032,44891.630.04
24.000.022,37891.590.03
26.000.002,32591.550.00
28.000.002,32591.550.00
30.000.002,32591.550.00
32.000.002,32591.550.00
34.000.002,32591.550.00
36.000.002,32591.550.00
38.000.002,32591.550.00
40.000.002,32591.550.00
42.000.002,32591.550.00
44.000.002,32591.550.00
46.000.002,32591.550.00
48.000.002,32591.550.00
50.000.002,32591.550.00
52.000.002,32591.550.00
54.000.002,32591.550.00
56.000.002,32591.550.00
58.000.002,32591.550.00
60.000.002,32591.550.00
62.000.002,32591.550.00
64.000.002,32591.550.00
66.000.002,32591.550.00
68.000.002,32591.550.00
70.000.002,32591.550.00
72.000.002,32591.550.00
===== PAGE 1209 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.17
90.050.0092.650.17
90.100.0092.700.18
90.150.0092.750.18
90.200.0092.800.18
90.250.0092.850.19
90.300.0092.900.19
90.350.0092.950.19
90.400.0093.000.20
90.450.0093.050.20
90.500.0093.100.20
90.550.0093.150.21
90.600.0093.200.21
90.650.0093.250.21
90.700.0093.300.22
90.750.0093.350.22
90.800.0093.400.22
90.850.0093.450.23
90.900.0093.500.23
90.950.0093.550.23
91.000.0093.600.24
91.050.0093.650.24
91.100.0093.700.24
91.150.0093.750.24
91.200.0093.800.25
91.250.0093.850.25
91.300.0093.900.25
91.350.0093.950.25
91.400.0094.000.26
91.450.0094.050.26
91.500.0094.100.26
91.550.0094.150.26
91.600.0494.200.27
91.650.0594.250.27
91.700.0694.300.27
91.750.0794.350.27
91.800.0894.400.28
91.850.0994.450.28
91.900.1094.500.28
91.950.1094.550.28
92.000.1194.600.29
92.050.1294.650.29
92.100.1294.700.29
92.150.1394.750.29
92.200.1394.800.30
92.250.1494.850.30
92.300.1494.900.30
92.350.1594.950.30
92.400.1595.000.30
92.450.1695.050.89
92.500.1695.101.96
92.550.1695.153.35
Elevation (feet)Primary (cfs)
95.204.99
95.256.86
95.308.74
95.358.80
95.408.86
95.458.92
95.508.97
===== PAGE 1210 =====
Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 1211 =====
Culvert
## Summary for Pond 7P: BIORENTION BASIN 2A Inflow Area = 22,431 sf, 16.50% Impervious, Inflow Depth = 0.53" for 2 YR-C event Inflow = 0.30 cfs @ 12.09 hrs, Volume= 991 cf Outflow = 0.30 cfs @ 12.10 hrs, Volume= 944 cf, Atten= 1%, Lag= 0.5 min Primary = 0.30 cfs @ 12.10 hrs, Volume= 944 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 95.52' @ 12.10 hrs Surf.Area= 237 sf Storage= 174 cf Plug-Flow detention time=68.2 min calculated for 944 cf (95% of inflow) Center-of-Mass det. time=38.9 min (795.6 - 756.7)
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'2.5" Vert. Orifice C = 0.600Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary91.80'12.0" Round Culvert\n L = 30.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 91.80' / 91.65' $ S = 0.0050 #x27; / #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf
Primary OutFlow Max=0.29 cfs @ 12.10 hrs HW=95.52' TW=93.94' (Dynamic Tailwater)\n uparrow3=Culvert (Passes 0.29 cfs of 5.61 cfs potential flow)\n uparrow1=Orifice (Orifice Controls 0.13 cfs @ 3.78 fps)\n downarrow2=Grate (Weir Controls 0.16 cfs @ 0.48 fps)
===== PAGE 1212 =====
Pond 7P: BIORENTION BASIN 2A
Image
Pond 7P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 1213 =====
Pond 7P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 1214 =====
Hydrograph for Pond 7P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00294.330.00
4.000.001794.520.00
6.000.004394.770.00
8.000.015494.860.01
10.000.015794.880.01
12.000.1812295.280.10
14.000.015894.890.01
16.000.015594.870.01
18.000.015394.850.01
20.000.005394.850.00
22.000.005394.850.00
24.000.005294.840.00
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 1215 =====
Stage-Discharge for Pond 7P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.45
94.720.0095.240.1095.766.47
94.730.0095.250.1095.776.48
94.740.0095.260.1095.786.50
94.750.0095.270.1095.796.52
94.760.0095.280.1095.806.53
94.770.0095.290.1095.816.55
94.780.0095.300.1095.826.56
94.790.0095.310.1095.836.58
94.800.0095.320.1195.846.59
94.810.0095.330.1195.856.61
Elevation (feet)Primary (cfs)
95.866.62
95.876.64
95.886.65
95.896.67
95.906.68
95.916.70
95.926.71
95.936.73
95.946.74
95.956.75
95.966.77
95.976.78
95.986.80
95.996.81
96.006.83
===== PAGE 1216 =====
Stage-Area-Storage for Pond 7P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 1217 =====
VolumeInvertAvail.StorageStorage Description
#190.75'4,888 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.75 95.001,150 1,1500 4,8880 4,888
DeviceRoutingInvertOutlet Devices
#1Device 392.75'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary92.75'12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 92.75'/ 92.65' S= 0.0143'/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.14 cfs @ 13.84 hrs HW=93.61' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.14 cfs of 2.06 cfs potential flow) 1=Orifice (Orifice Controls 0.14 cfs @ 4.17 fps) 2=Grate ( Controls 0.00 cfs)
Pond 8P: INFILTRATION BASIN 3Grate Orified
Image
## Summary for Pond 8P: INFILTRATION BASIN 3 Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth = 1.01" for 2 YR-C event Inflow = 0.26 cfs @ 12.40 hrs, Volume= 3,697 cf Outflow = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf, Atten= 46%, Lag= 86.5 min Primary = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf Routed to Link 34L : POA 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Automatic Starting Elev= 92.75' Surf.Area= 1,150 sf Storage= 2,300 cf Peak Elev= 93.61' @ 13.84 hrs Surf.Area= 1,150 sf Storage= 3,284 cf (984 cf above start) Plug-Flow detention time= 547.7 min calculated for 1,391 cf (38% of inflow) Center-of-Mass det. time= 104.1 min (953.9 - 849.8) ===== PAGE 1218 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 1219 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 1220 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.002,30092.750.00
2.000.002,30092.750.00
4.000.002,30492.750.00
6.000.012,32892.770.00
8.000.022,37192.810.01
10.000.042,44892.880.03
12.000.172,66193.060.08
14.000.133,28093.600.14
16.000.052,94693.310.11
18.000.032,58293.000.06
20.000.022,44692.880.03
22.000.022,42092.850.02
24.000.012,40992.840.02
26.000.002,37592.820.01
28.000.002,35292.790.00
30.000.002,33992.780.00
32.000.002,33192.780.00
34.000.002,32692.770.00
36.000.002,32292.770.00
38.000.002,31992.770.00
40.000.002,31792.760.00
42.000.002,31592.760.00
44.000.002,31492.760.00
46.000.002,31392.760.00
48.000.002,31292.760.00
50.000.002,31192.760.00
52.000.002,31092.760.00
54.000.002,30992.760.00
56.000.002,30992.760.00
58.000.002,30892.760.00
60.000.002,30892.760.00
62.000.002,30892.760.00
64.000.002,30792.760.00
66.000.002,30792.760.00
68.000.002,30792.760.00
70.000.002,30692.760.00
72.000.002,30692.760.00
===== PAGE 1221 ===== ## Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.750.0093.350.12
90.800.0093.400.12
90.850.0093.450.13
90.900.0093.500.13
90.950.0093.550.14
91.000.0093.600.14
91.050.0093.650.15
91.100.0093.700.15
91.150.0093.750.16
91.200.0093.800.16
91.250.0093.850.16
91.300.0093.900.17
91.350.0093.950.17
91.400.0094.000.18
91.450.0094.050.18
91.500.0094.100.18
91.550.0094.150.19
91.600.0094.200.19
91.650.0094.250.19
91.700.0094.300.20
91.750.0094.350.20
91.800.0094.400.20
91.850.0094.450.21
91.900.0094.500.21
91.950.0094.550.80
92.000.0094.601.87
92.050.0094.653.26
92.100.0094.704.90
92.150.0094.755.61
92.200.0094.805.74
92.250.0094.855.86
92.300.0094.905.98
92.350.0094.956.10
92.400.0095.006.22
92.450.00
92.500.00
92.550.00
92.600.00
92.650.00
92.700.00
92.750.00
92.800.00
92.850.02
92.900.03
92.950.05
93.000.06
93.050.07
93.100.08
93.150.09
93.200.10
93.250.10
93.300.11
===== PAGE 1222 =====
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 1223 ===== ## Summary for Pond 33P: INFILTRATION BASIN 2 Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth = 1.23" for 2 YR-C event Inflow = 0.39 cfs @ 12.10 hrs, Volume= 3,138 cf Outflow = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf, Atten=73%, Lag=76.4 min Primary = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf Routed to Link 33L : POA 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Automatic Starting Elev= 93.65' Surf.Area= 1,442 sf Storage= 1,902 cf Peak Elev= 94.16' @ 13.37 hrs Surf.Area= 1,728 sf Storage= 2,708 cf (806 cf above start) Plug-Flow detention time= 606.6 min calculated for 1,228 cf (39% of inflow) Center-of-Mass det. time= 125.9 min (987.0 - 861.2)
VolumeInvertAvail.StorageStorage Description
#191.65'4,378 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
91.6552000
92.00651205205
93.001,0948731,077
94.001,6291,3622,439
95.002,2491,9394,378
Device Routing Invert Outlet Devices #1 Device 3 93.65' 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads #2 Device 3 94.70' 48.0" x 48.0" Horiz. Grate C= 0.600 #3 Primary 93.65' 12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088'/' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=0.10 cfs @ 13.37 hrs HW=94.16' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.10 cfs of 0.87 cfs potential flow) 1=Orifice (Orifice Controls 0.10 cfs @ 3.07 fps) 2=Grate (Controls 0.00 cfs)
Pond 33P: INFILTRATION BASIN 2Image
===== PAGE 1224 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 1225 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 1226 =====
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.001,90293.650.00
2.000.001,90293.650.00
4.000.001,90593.650.00
6.000.011,92793.670.00
8.000.021,99193.710.01
10.000.032,06393.760.02
12.000.182,28393.900.06
14.000.082,67194.140.10
16.000.062,46694.020.08
18.000.042,27393.900.06
20.000.022,11893.800.03
22.000.012,05893.760.02
24.000.012,03493.740.01
26.000.001,99693.710.01
28.000.001,97093.700.00
30.000.001,95493.690.00
32.000.001,94493.680.00
34.000.001,93793.670.00
36.000.001,93293.670.00
38.000.001,92893.670.00
40.000.001,92593.670.00
42.000.001,92393.660.00
44.000.001,92193.660.00
46.000.001,91993.660.00
48.000.001,91893.660.00
50.000.001,91793.660.00
52.000.001,91693.660.00
54.000.001,91593.660.00
56.000.001,91493.660.00
58.000.001,91393.660.00
60.000.001,91393.660.00
62.000.001,91293.660.00
64.000.001,91293.660.00
66.000.001,91193.660.00
68.000.001,91193.660.00
70.000.001,91093.660.00
72.000.001,91093.660.00
===== PAGE 1227 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
91.650.0092.690.0093.730.01
91.670.0092.710.0093.750.02
91.690.0092.730.0093.770.02
91.710.0092.750.0093.790.03
91.730.0092.770.0093.810.04
91.750.0092.790.0093.830.05
91.770.0092.810.0093.850.05
91.790.0092.830.0093.870.06
91.810.0092.850.0093.890.06
91.830.0092.870.0093.910.06
91.850.0092.890.0093.930.07
91.870.0092.910.0093.950.07
91.890.0092.930.0093.970.08
91.910.0092.950.0093.990.08
91.930.0092.970.0094.010.08
91.950.0092.990.0094.030.09
91.970.0093.010.0094.050.09
91.990.0093.030.0094.070.09
92.010.0093.050.0094.090.10
92.030.0093.070.0094.110.10
92.050.0093.090.0094.130.10
92.070.0093.110.0094.150.10
92.090.0093.130.0094.170.11
92.110.0093.150.0094.190.11
92.130.0093.170.0094.210.11
92.150.0093.190.0094.230.11
92.170.0093.210.0094.250.12
92.190.0093.230.0094.270.12
92.210.0093.250.0094.290.12
92.230.0093.270.0094.310.12
92.250.0093.290.0094.330.12
92.270.0093.310.0094.350.13
92.290.0093.330.0094.370.13
92.310.0093.350.0094.390.13
92.330.0093.370.0094.410.13
92.350.0093.390.0094.430.13
92.370.0093.410.0094.450.14
92.390.0093.430.0094.470.14
92.410.0093.450.0094.490.14
92.430.0093.470.0094.510.14
92.450.0093.490.0094.530.14
92.470.0093.510.0094.550.15
92.490.0093.530.0094.570.15
92.510.0093.550.0094.590.15
92.530.0093.570.0094.610.15
92.550.0093.590.0094.630.15
92.570.0093.610.0094.650.16
92.590.0093.630.0094.670.16
92.610.0093.650.0094.690.16
92.630.0093.670.0094.710.21
92.650.0093.690.0094.730.43
92.670.0093.710.0194.750.75
Elevation (feet)Primary (cfs)
94.771.13
94.791.58
94.812.08
94.832.62
94.853.21
94.873.26
94.893.31
94.913.35
94.933.39
94.953.41
94.973.43
94.993.43
===== PAGE 1228 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 1229 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A
Inflow Area = 35,171 sf, 15.78% Impervious, Inflow Depth = 0.51" for 2 YR-C event
Inflow = 0.45 cfs @ 12.09 hrs, Volume= 1,487 cf
Outflow = 0.12 cfs @ 12.22 hrs, Volume= 1,388 cf, Atten= 74%, Lag= 7.9 min
Primary = 0.12 cfs @ 12.22 hrs, Volume= 1,388 cf
Routed to Pond 8P : INEIL TRATION BASIN 3
Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / Peak Elevation = 94.43' @ 12.22 hrs Surf.Area = 808 sf Storage = 439 cf Plug-Flow detention time = 109.8 min calculated for 1,387 cf (93% of inflow) Center-of-Mass det. time = 70.4 min (827.3 - 757.0)
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary90.80'12.0" Round Culvert L= 11.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 90.80' / 90.75' S= 0.0045 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.12 cfs @ 12.22 hrs HW=94.43' TW=93.15' (Dynamic Tailwater) 3=Culvert (Passes 0.12 cfs of 5.35 cfs potential flow) 1=Orifice (Orifice Controls 0.12 cfs @ 3.50 fps) 2=Grate ( Controls 0.00 cfs)
Image
Pond 42P: BIORENTION BASIN 3A Grate Orifice
Image
Culvert ===== PAGE 1230 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 1231 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 1232 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.00393.340.00
4.000.002693.500.00
6.000.016493.680.00
8.000.0111793.850.01
10.000.0213393.900.02
12.000.2829494.230.09
14.000.0215793.960.04
16.000.0112893.880.01
18.000.0112293.870.01
20.000.0112093.860.01
22.000.0111993.860.01
24.000.0111893.860.01
26.000.0010593.820.00
28.000.0010293.810.00
30.000.0010193.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.009993.800.00
===== PAGE 1233 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.766.70
93.730.0094.250.1094.776.72
93.740.0094.260.1094.786.74
93.750.0094.270.1094.796.75
93.760.0094.280.1094.806.77
93.770.0094.290.1094.816.78
93.780.0094.300.1094.826.80
93.790.0094.310.1094.836.82
93.800.0094.320.1194.846.83
93.810.0094.330.1194.856.85
Elevation (feet)Primary (cfs)
94.866.87
94.876.88
94.886.90
94.896.92
94.906.93
94.916.95
94.926.96
94.936.98
94.947.00
94.957.01
94.967.03
94.977.04
94.987.06
94.997.07
95.007.09
===== PAGE 1234 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 1235 ===== ## Summary for Link 32L: POA1 Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.10" for 2 YR-C event Inflow = 0.42 cfs @ 12.10 hrs, Volume = 7,413 cf Primary = 0.42 cfs @ 12.10 hrs, Volume = 7,413 cf, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Image
===== PAGE 1236 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.010.000.01
3.000.010.000.01
4.000.020.000.02
5.000.020.000.02
6.000.030.000.03
7.000.030.000.03
8.000.040.000.04
9.000.050.000.05
10.000.070.000.07
11.000.100.000.10
12.000.300.000.30
13.000.240.000.24
14.000.210.000.21
15.000.190.000.19
16.000.170.000.17
17.000.140.000.14
18.000.120.000.12
19.000.100.000.10
20.000.080.000.08
21.000.060.000.06
22.000.050.000.05
23.000.040.000.04
24.000.030.000.03
25.000.000.000.00
26.000.000.000.00
27.000.000.000.00
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 1237 ===== ## Summary for Link 33L: POA 2 Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth > 1.22" for 2 YR-C event Inflow = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf Primary = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Hydrograph
Image
===== PAGE 1238 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.010.000.01
9.000.010.000.01
10.000.020.000.02
11.000.030.000.03
12.000.060.000.06
13.000.100.000.10
14.000.100.000.10
15.000.090.000.09
16.000.080.000.08
17.000.070.000.07
18.000.060.000.06
19.000.050.000.05
20.000.030.000.03
21.000.020.000.02
22.000.020.000.02
23.000.020.000.02
24.000.010.000.01
25.000.010.000.01
26.000.010.000.01
27.000.010.000.01
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 1239 ===== ## Summary for Link 34L: POA 3 Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth > 1.01" for 2 YR-C event Inflow = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf Primary = 0.14 cfs @ 13.84 hrs, Volume= 3,691 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Hydrograph
Image
===== PAGE 1240 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.000.000.00
7.000.000.000.00
8.000.010.000.01
9.000.020.000.02
10.000.030.000.03
11.000.040.000.04
12.000.080.000.08
13.000.130.000.13
14.000.140.000.14
15.000.130.000.13
16.000.110.000.11
17.000.090.000.09
18.000.060.000.06
19.000.040.000.04
20.000.030.000.03
21.000.020.000.02
22.000.020.000.02
23.000.020.000.02
24.000.020.000.02
25.000.010.000.01
26.000.010.000.01
27.000.010.000.01
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 1241 ===== Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points x 3 Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method
Subcatchment2S: DA-P1 PERVOUSRunoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.06 cfs 1,255 cf
Subcatchment3S: DA-P3 PERVOUSRunoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.04 cfs 700 cf
Subcatchment4S: DA-P2 PERVOUSRunoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.28" Flow Length=168' Slope=0.0300 /" Tc=8.7 min CN=39/0 Runoff=0.02 cfs 442 cf
Subcatchment5S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment6S: DA-P3 IMPERVOUSRunoff Area=0.200 ac 100.00% Impervious Runoff Depth=5.14" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.93 cfs 3,734 cf
Subcatchment7S: DA-P2 IMPERVOUSRunoff Area=0.190 ac 100.00% Impervious Runoff Depth=5.14" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.89 cfs 3,547 cf
Subcatchment8S: DA-P1 IMPERVOUSRunoff Area=0.400 ac 100.00% Impervious Runoff Depth=5.14" Flow Length=372' Slope=0.0200 /" Tc=2.5 min CN=0/98 Runoff=2.11 cfs 7,467 cf
Subcatchment14S: LOT 11 RoofRunoff Area=3,000 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.39 cfs 1,286 cf
Subcatchment16S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment17S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment18S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment35S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment36S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment37S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment38S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
Subcatchment39S: Typ. RoofRunoff Area=1,850 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.24 cfs 793 cf
===== PAGE 1242 ===== Total Runoff Area = 155,557 sf Runoff Volume = 25,565 cf Average Runoff Depth = 1.97" 65.25% Pervious = 101,495 sf 34.75% Impervious = 54,062 sf
Pond 2P: Subsurface Infiltration Basin 1Peak Elev=91.60' Storage=0.141 cf Inflow=0.62 cfs 13,179 cf Outflow=0.62 cfs 13,179 cf
Pond 3P: PERVOUS PAVEMENT 2BPeak Elev=94.84' Storage=975 cf Inflow=0.89 cfs 3,547 cf Outflow=0.58 cfs 3,543 cf
Pond 4P: PERVOUS PAVEMENT 3BPeak Elev=94.85' Storage=951 cf Inflow=0.93 cfs 3,734 cf Outflow=0.67 cfs 3,730 cf
Pond 5P: BIORETENTION BASIN 1APeak Elev=94.67' Storage=7,004 cf Inflow=3.06 cfs 11,893 cf Outflow=0.29 cfs 11,894 cf
Pond 7P: BIORENTION BASIN 2APeak Elev=95.54' Storage=178 cf Inflow=0.48 cfs 2,028 cf Outflow=0.48 cfs 1,981 cf
Pond 8P: INFILTRATION BASIN 3Peak Elev=94.21' Storage=3,979 cf Inflow=0.93 cfs 6,708 cf Outflow=0.19 cfs 6,702 cf
Pond 33P: INFILTRATION BASIN 2Peak Elev=94.58' Storage=3,488 cf Inflow=0.74 cfs 5,524 cf Outflow=0.15 cfs 5,515 cf
Pond 42P: BIORENTION BASIN 3APeak Elev=94.55' Storage=538 cf Inflow=0.72 cfs 3,078 cf Outflow=0.71 cfs 2,978 cf
Link 32L: POA1Inflow=0.62 cfs 13,179 cf Primary=0.62 cfs 13,179 cf
Link 33L: POA 2Inflow=0.15 cfs 5,515 cf Primary=0.15 cfs 5,515 cf
Link 34L: POA 3Inflow=0.19 cfs 6,702 cf Primary=0.19 cfs 6,702 cf
Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 98 ===== PAGE 1243 ===== # Summary for Subcatchment 2S: DA-P1 PERVIOUS Runoff = 0.06 cfs @ 13.07 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 1,255 cf, Depth= 0.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Image
===== PAGE 1244 =====
Hydrograph for Subcatchment 2S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.000.00
4.000.280.000.000.00
6.000.460.000.000.00
8.000.700.000.000.00
10.001.070.000.000.00
12.002.580.000.000.00
14.004.310.080.000.05
16.004.680.140.000.03
18.004.920.180.000.02
20.005.100.220.000.02
22.005.250.250.000.02
24.005.380.280.000.02
26.005.380.280.000.00
28.005.380.280.000.00
30.005.380.280.000.00
32.005.380.280.000.00
34.005.380.280.000.00
36.005.380.280.000.00
38.005.380.280.000.00
40.005.380.280.000.00
42.005.380.280.000.00
44.005.380.280.000.00
46.005.380.280.000.00
48.005.380.280.000.00
50.005.380.280.000.00
52.005.380.280.000.00
54.005.380.280.000.00
56.005.380.280.000.00
58.005.380.280.000.00
60.005.380.280.000.00
62.005.380.280.000.00
64.005.380.280.000.00
66.005.380.280.000.00
68.005.380.280.000.00
70.005.380.280.000.00
72.005.380.280.000.00
===== PAGE 1245 ===== # Summary for Subcatchment 3S: DA-P3 PERVIOUS Runoff = 0.04 cfs @ 12.98 hrs, Volume= Routed to Pond 42P : BIORENTION BASIN 3A 700 cf, Depth= 0.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Image
Subcatchment 3S: DA-P3 PERVIOUS
Image
10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1246 =====
Hydrograph for Subcatchment 3S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.000.00
4.000.280.000.000.00
6.000.460.000.000.00
8.000.700.000.000.00
10.001.070.000.000.00
12.002.580.000.000.00
14.004.310.080.000.03
16.004.680.140.000.02
18.004.920.180.000.01
20.005.100.220.000.01
22.005.250.250.000.01
24.005.380.280.000.01
26.005.380.280.000.00
28.005.380.280.000.00
30.005.380.280.000.00
32.005.380.280.000.00
34.005.380.280.000.00
36.005.380.280.000.00
38.005.380.280.000.00
40.005.380.280.000.00
42.005.380.280.000.00
44.005.380.280.000.00
46.005.380.280.000.00
48.005.380.280.000.00
50.005.380.280.000.00
52.005.380.280.000.00
54.005.380.280.000.00
56.005.380.280.000.00
58.005.380.280.000.00
60.005.380.280.000.00
62.005.380.280.000.00
64.005.380.280.000.00
66.005.380.280.000.00
68.005.380.280.000.00
70.005.380.280.000.00
72.005.380.280.000.00
===== PAGE 1247 ===== # Summary for Subcatchment 4S: DA-P2 PERVIOUS Runoff = 0.02 cfs @ 12.87 hrs, Volume= Routed to Pond 7P : BIORENTION BASIN 2A 442 cf, Depth= 0.28" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Dense n= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 4S: DA-P2 PERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1248 =====
Hydrograph for Subcatchment 4S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.000.00
4.000.280.000.000.00
6.000.460.000.000.00
8.000.700.000.000.00
10.001.070.000.000.00
12.002.580.000.000.00
14.004.310.080.000.02
16.004.680.140.000.01
18.004.920.180.000.01
20.005.100.220.000.01
22.005.250.250.000.01
24.005.380.280.000.01
26.005.380.280.000.00
28.005.380.280.000.00
30.005.380.280.000.00
32.005.380.280.000.00
34.005.380.280.000.00
36.005.380.280.000.00
38.005.380.280.000.00
40.005.380.280.000.00
42.005.380.280.000.00
44.005.380.280.000.00
46.005.380.280.000.00
48.005.380.280.000.00
50.005.380.280.000.00
52.005.380.280.000.00
54.005.380.280.000.00
56.005.380.280.000.00
58.005.380.280.000.00
60.005.380.280.000.00
62.005.380.280.000.00
64.005.380.280.000.00
66.005.380.280.000.00
68.005.380.280.000.00
70.005.380.280.000.00
72.005.380.280.000.00
===== PAGE 1249 ===== # Summary for Subcatchment 5S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 5P : BIORETENTION BASIN 1A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 5S: Typ. Roof
Image
===== PAGE 1250 =====
Hydrograph for Subcatchment 5S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1251 ===== # Summary for Subcatchment 6S: DA-P3 IMPERVIOUS Runoff = 0.93 cfs @ 12.12 hrs, Volume= Routed to Pond 4P : PERVIOUS PAVEMENT 3B 3,734 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.71180.02002.87
4.3155Total
Subcatchment 6S: DA-P3 IMPERVIOUS
Subcatchment 6S: DA-P3 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1252 =====
Hydrograph for Subcatchment 6S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.01
4.000.280.000.130.01
6.000.460.000.280.02
8.000.700.000.500.03
10.001.070.000.860.05
12.002.580.002.350.53
14.004.310.004.080.05
16.004.680.004.450.03
18.004.920.004.680.02
20.005.100.004.860.02
22.005.250.005.010.01
24.005.380.005.140.01
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1253 ===== ## Summary for Subcatchment 7S: DA-P2 IMPERVIOUS Runoff = 0.89 cfs @ 12.12 hrs, Volume= Routed to Pond 3P : PERVIOUS PAVEMENT 2B 3,547 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.5350.03000.17Sheet Flow, Grass: Short n= 0.150 P2= 3.42" Shallow Concentrated Flow, Paved Kv= 20.3 fps
0.81370.02002.87
4.3172Total
Subcatchment 7S: DA-P2 IMPERVIOUS
Hydrograph
Image
===== PAGE 1254 =====
Hydrograph for Subcatchment 7S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.01
4.000.280.000.130.01
6.000.460.000.280.02
8.000.700.000.500.03
10.001.070.000.860.05
12.002.580.002.350.51
14.004.310.004.080.05
16.004.680.004.450.03
18.004.920.004.680.02
20.005.100.004.860.02
22.005.250.005.010.01
24.005.380.005.140.01
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1255 ===== # Summary for Subcatchment 8S: DA-P1 IMPERVIOUS Runoff = 2.11 cfs @ 12.11 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 7,467 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 8S: DA-P1_IMPERVIOUS
Subcatchment 8S: DA-P1 IMPERVIOUS
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1256 =====
Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.01
4.000.280.000.130.03
6.000.460.000.280.03
8.000.700.000.500.05
10.001.070.000.860.10
12.002.580.002.351.25
14.004.310.004.080.11
16.004.680.004.450.06
18.004.920.004.680.04
20.005.100.004.860.03
22.005.250.005.010.03
24.005.380.005.140.02
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1257 ===== ## Summary for Subcatchment 14S: LOT 11 Roof Runoff = 0.39 cfs @ 12.09 hrs, Volume= Routed to Pond 2P : Subusrface Infiltration Basin 1 1,286 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
3,00098Roofs, HSG A
3,00098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
Direct Entry, Pipe Flow
0.3402.00
Subcatchment 14S: LOT 11 Roof
Image
===== PAGE 1258 =====
Hydrograph for Subcatchment 14S: LOT 11 Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.01
8.000.700.000.500.01
10.001.070.000.860.02
12.002.580.002.350.24
14.004.310.004.080.02
16.004.680.004.450.01
18.004.920.004.680.01
20.005.100.004.860.01
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1259 ===== # Summary for Subcatchment 16S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 793 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 16S: Typ. Roof
Image
===== PAGE 1260 =====
Hydrograph for Subcatchment 16S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1261 ===== # Summary for Subcatchment 17S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 793 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 17S: Typ. Roof
Image
===== PAGE 1262 =====
Hydrograph for Subcatchment 17S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1263 ===== # Summary for Subcatchment 18S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= Routed to Pond 5P : BIORETENTION BASIN 1A 793 cf, Depth= 5.14" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 18S: Typ. Roof
Image
===== PAGE 1264 =====
Hydrograph for Subcatchment 18S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1265 ===== # Summary for Subcatchment 35S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 7P : BIORENTION BASIN 2A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 35S: Typ. Roof
Image
===== PAGE 1266 =====
Hydrograph for Subcatchment 35S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1267 ===== # Summary for Subcatchment 36S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 7P : BIORENTION BASIN 2A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 36S: Typ. Roof
Image
===== PAGE 1268 =====
Hydrograph for Subcatchment 36S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1269 ===== # Summary for Subcatchment 37S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 37S: Typ. Roof
Image
===== PAGE 1270 =====
Hydrograph for Subcatchment 37S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1271 ===== # Summary for Subcatchment 38S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.00Direct Entry, Pipe Flow
Subcatchment 38S: Typ. Roof
Image
===== PAGE 1272 =====
Hydrograph for Subcatchment 38S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1273 ===== # Summary for Subcatchment 39S: Typ. Roof Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 42P : BIORENTION BASIN 3A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.38"
Area (sf)CNDescription
1,85098Roofs, HSG A
1,85098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.4452.00Direct Entry, Pipe Flow
Subcatchment 39S: Typ. Roof
Image
===== PAGE 1274 =====
Hydrograph for Subcatchment 39S: Typ. Roof
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.130.000.030.00
4.000.280.000.130.00
6.000.460.000.280.00
8.000.700.000.500.01
10.001.070.000.860.01
12.002.580.002.350.15
14.004.310.004.080.01
16.004.680.004.450.01
18.004.920.004.680.00
20.005.100.004.860.00
22.005.250.005.010.00
24.005.380.005.140.00
26.005.380.005.140.00
28.005.380.005.140.00
30.005.380.005.140.00
32.005.380.005.140.00
34.005.380.005.140.00
36.005.380.005.140.00
38.005.380.005.140.00
40.005.380.005.140.00
42.005.380.005.140.00
44.005.380.005.140.00
46.005.380.005.140.00
48.005.380.005.140.00
50.005.380.005.140.00
52.005.380.005.140.00
54.005.380.005.140.00
56.005.380.005.140.00
58.005.380.005.140.00
60.005.380.005.140.00
62.005.380.005.140.00
64.005.380.005.140.00
66.005.380.005.140.00
68.005.380.005.140.00
70.005.380.005.140.00
72.005.380.005.140.00
===== PAGE 1275 ===== ## Summary for Pond 2P: Subusrface Infiltration Basin 1 Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.95" for 10 YR-C event Inflow = 0.62 cfs @ 12.09 hrs, Volume= 13,179 cf Outflow = 0.62 cfs @ 12.10 hrs, Volume= 13,179 cf, Atten= 1%, Lag= 0.6 min Primary = 0.62 cfs @ 12.10 hrs, Volume= 13,179 cf Routed to Link 32L : POA1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Automatic Starting Elev= 91.55' Surf.Area= 0.057 ac Storage= 0.140 af Peak Elev= 91.60' @ 12.10 hrs Surf.Area= 0.057 ac Storage= 0.141 af (0.001 af above start) Plug-Flow detention time= 451.2 min calculated for 7,077 cf (54% of inflow) Center-of-Mass det. time= 2.1 min ( 937.1 - 934.9 )
VolumeInvertAvail.StorageStorage Description
#1A87.00'0.100 af27.50'W x 90.00'L x 6.00'H Field A
0.341 af Overall - 0.091 af Embedded = 0.250 af x 40.0% Voids
#2A87.50'0.073 afADS N-12 36" x 20 Inside #1 Inside = 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside = 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 20 Chambers in 5 Rows 24.50' Header x 7.10 sf x 2 = 347.9 cf Inside
0.173 af Total Available Storage ## Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 91.55' 48.0" x 48.0" Horiz. Grate C=0.600 #2 Device 1 88.00' 12.0" Round Culvert L= 119.0' RCP, square edge headwall, Ke=0.500 Inlet / Outlet Invert= 88.00' / 86.00' S= 0.0168 /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf Primary OutFlow Max=0.62 cfs @ 12.10 hrs HW=91.60' TW=0.00' (Dynamic Tailwater) 1=Grate (Weir Controls 0.62 cfs @ 0.74 fps) 2=Culvert (Passes 0.62 cfs of 0.66 cfs potential flow)
Image
===== PAGE 1276 ===== ## Pond 2P: Subusrface Infiltration Basin 1 - Chamber Wizard Field A Chamber Model = ADS N-12 36" (ADS N-12® Pipe) Inside= 36.1"W x 36.1"H => 7.10 sf x 20.00'L = 142.0 cf Outside= 42.0"W x 42.0"H => 8.86 sf x 20.00'L = 177.2 cf 42.0" Wide + 21.0" Spacing = 63.0" C-C Row Spacing 4 Chambers/Row x 20.00' Long +3.50' Header x 2 = 87.00' Row Length +18.0" End Stone x 2 = 90.00' Base Length 5 Rows x 42.0" Wide + 21.0" Spacing x 4 + 18.0" Side Stone x 2 = 27.50' Base Width 6.0" Stone Base + 42.0" Chamber Height + 24.0" Stone Cover = 6.00' Field Height 20 Chambers x 142.0 cf + 24.50' Header x 7.10 sf x 2 = 3,187.9 cf Chamber Storage 20 Chambers x 177.2 cf + 24.50' Header x 8.86 sf x 2 = 3,978.6 cf Displacement 14,850.0 cf Field - 3,978.6 cf Chambers = 10,871.4 cf Stone x 40.0% Voids = 4,348.5 cf Stone Storage Chamber Storage + Stone Storage = 7,536.4 cf = 0.173 af Overall Storage Efficiency = 50.8% Overall System Size = 90.00' x 27.50' x 6.00' 20 Chambers 550.0 cy Field 402.6 cy Stone
Image
Image
===== PAGE 1277 =====
Pond 2P: Subusrface Infiltration Basin 1
Image
Pond 2P: Subusrface Infiltration Basin 1
Image
===== PAGE 1278 =====
Pond 2P: Subusrface Infiltration Basin 1
Image
===== PAGE 1279 =====
Hydrograph for Pond 2P: Subusrface Infiltration Basin 1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Primary (cfs)
0.000.000.14091.550.00
2.000.020.14091.550.02
4.000.040.14091.560.03
6.000.050.14091.560.05
8.000.070.14091.560.07
10.000.100.14091.570.10
12.000.450.14191.590.43
14.000.300.14191.580.30
16.000.260.14191.580.26
18.000.220.14191.580.22
20.000.180.14191.570.18
22.000.140.14191.570.14
24.000.110.14091.570.11
26.000.040.14091.560.04
28.000.000.14091.550.00
30.000.000.14091.550.00
32.000.000.14091.550.00
34.000.000.14091.550.00
36.000.000.14091.550.00
38.000.000.14091.550.00
40.000.000.14091.550.00
42.000.000.14091.550.00
44.000.000.14091.550.00
46.000.000.14091.550.00
48.000.000.14091.550.00
50.000.000.14091.550.00
52.000.000.14091.550.00
54.000.000.14091.550.00
56.000.000.14091.550.00
58.000.000.14091.550.00
60.000.000.14091.550.00
62.000.000.14091.550.00
64.000.000.14091.550.00
66.000.000.14091.550.00
68.000.000.14091.550.00
70.000.000.14091.550.00
72.000.000.14091.550.00
===== PAGE 1280 =====
Stage-Discharge for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
87.000.0089.600.00
87.050.0089.650.00
87.100.0089.700.00
87.150.0089.750.00
87.200.0089.800.00
87.250.0089.850.00
87.300.0089.900.00
87.350.0089.950.00
87.400.0090.000.00
87.450.0090.050.00
87.500.0090.100.00
87.550.0090.150.00
87.600.0090.200.00
87.650.0090.250.00
87.700.0090.300.00
87.750.0090.350.00
87.800.0090.400.00
87.850.0090.450.00
87.900.0090.500.00
87.950.0090.550.00
88.000.0090.600.00
88.050.0090.650.00
88.100.0090.700.00
88.150.0090.750.00
88.200.0090.800.00
88.250.0090.850.00
88.300.0090.900.00
88.350.0090.950.00
88.400.0091.000.00
88.450.0091.050.00
88.500.0091.100.00
88.550.0091.150.00
88.600.0091.200.00
88.650.0091.250.00
88.700.0091.300.00
88.750.0091.350.00
88.800.0091.400.00
88.850.0091.450.00
88.900.0091.500.00
88.950.0091.550.00
89.000.0091.600.58
89.050.0091.650.92
89.100.0091.701.13
89.150.0091.751.30
89.200.0091.801.46
89.250.0091.851.60
89.300.0091.901.72
89.350.0091.951.84
89.400.0092.001.95
89.450.0092.052.06
89.500.0092.102.16
89.550.0092.152.26
Elevation (feet)Primary (cfs)
92.202.35
92.252.44
92.302.52
92.352.60
92.402.69
92.452.76
92.502.84
92.552.91
92.602.98
92.653.05
92.703.12
92.753.19
92.803.26
92.853.32
92.903.38
92.953.45
93.003.51
===== PAGE 1281 =====
Stage-Area-Storage for Pond 2P: Subsurface Infiltration Basin 1
Elevation (feet)Storage (acre-feet)Elevation (feet)Storage (acre-feet)
87.000.00089.600.084
87.050.00189.650.086
87.100.00289.700.088
87.150.00389.750.089
87.200.00589.800.091
87.250.00689.850.093
87.300.00789.900.095
87.350.00889.950.097
87.400.00990.000.099
87.450.01090.050.101
87.500.01190.100.103
87.550.01290.150.105
87.600.01390.200.106
87.650.01490.250.108
87.700.01590.300.110
87.750.01690.350.112
87.800.01790.400.113
87.850.01890.450.115
87.900.02090.500.116
87.950.02190.550.118
88.000.02290.600.119
88.050.02490.650.121
88.100.02690.700.122
88.150.02790.750.123
88.200.02990.800.124
88.250.03190.850.125
88.300.03390.900.126
88.350.03490.950.127
88.400.03691.000.128
88.450.03891.050.129
88.500.04091.100.130
88.550.04291.150.131
88.600.04491.200.132
88.650.04691.250.133
88.700.04791.300.134
88.750.04991.350.136
88.800.05191.400.137
88.850.05391.450.138
88.900.05591.500.139
88.950.05791.550.140
89.000.05991.600.141
89.050.06191.650.142
89.100.06391.700.143
89.150.06591.750.145
89.200.06791.800.146
89.250.06991.850.147
89.300.07191.900.148
89.350.07491.950.149
89.400.07692.000.150
89.450.07892.050.151
89.500.08092.100.153
89.550.08292.150.154
Elevation (feet)Storage (acre-feet)
92.200.155
92.250.156
92.300.157
92.350.158
92.400.159
92.450.161
92.500.162
92.550.163
92.600.164
92.650.165
92.700.166
92.750.167
92.800.168
92.850.170
92.900.171
92.950.172
93.000.173
===== PAGE 1282 ===== ## Summary for Pond 3P: PERVIOUS PAVEMENT 2B
Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event
Inflow = 0.89 cfs @ 12.12 hrs, Volume= 3,547 cf
Outflow = 0.58 cfs @ 12.21 hrs, Volume= 3,543 cf, Atten= 35%, Lag= 5.4 min
Primary = 0.58 cfs @ 12.21 hrs, Volume= 3,543 cf
Routed to Pond 33P : INELL TRATION BASIN 2
Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.84' @ 12.22 hrs Surf. Area = 9,225 sf Storage = 975 cf Plug-Flow detention time = 134.8 min calculated for 3,542 cf (100% of inflow) Center-of-Mass det. time = 134.4 min (883.4 - 749.1)
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.58 cfs @ 12.21 hrs HW=94.84' TW=94.23' (Dynamic Tailwater) 3=Culvert (Passes 0.58 cfs of 3.43 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.76 fps) 2=Grate (Weir Controls 0.45 cfs @ 0.67 fps) ===== PAGE 1283 ===== Grate Pond 3P: PERVIOUS PAVEMENT 2B
Image
Pond 3P: PERVIOUS PAVEMENT 2B
Image
===== PAGE 1284 =====
Pond 3P: PERVIOUS PAVEMENT 2B
Image
Pond 3P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 1285 =====
Hydrograph for Pond 3P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.011593.810.00
4.000.016793.850.01
6.000.0210393.880.01
8.000.0313593.910.02
10.000.0518393.950.03
12.000.5162894.330.09
14.000.0581594.730.07
16.000.0367594.430.05
18.000.0252994.230.05
20.000.0233294.070.04
22.000.0118593.950.03
24.000.0111793.900.02
26.000.005993.850.00
28.000.003893.830.00
30.000.002893.820.00
32.000.002293.820.00
34.000.001893.810.00
36.000.001593.810.00
38.000.001393.810.00
40.000.001293.810.00
42.000.001193.810.00
44.000.001093.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00893.810.00
52.000.00793.810.00
54.000.00793.810.00
56.000.00693.810.00
58.000.00693.800.00
60.000.00693.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00593.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 1286 =====
Stage-Discharge for Pond 3P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.13
93.980.0594.500.1395.025.15
93.990.0594.510.1395.035.17
94.000.0594.520.1395.045.18
94.010.0594.530.1395.055.20
94.020.0694.540.1395.065.22
94.030.0694.550.1395.075.24
94.040.0694.560.1395.085.26
94.050.0694.570.1395.095.28
94.060.0694.580.1395.105.30
94.070.0794.590.1495.115.31
94.080.0794.600.1495.125.33
94.090.0794.610.1495.135.35
94.100.0794.620.1495.145.37
94.110.0794.630.1495.155.39
94.120.0894.640.1495.165.40
94.130.0894.650.1495.175.42
94.140.0894.660.1495.185.44
94.150.0894.670.1495.195.46
94.160.0894.680.1495.205.47
94.170.0894.690.1595.215.49
94.180.0994.700.1595.225.51
94.190.0994.710.1595.235.53
94.200.0994.720.1595.245.55
94.210.0994.730.1595.255.56
94.220.0994.740.1595.265.58
94.230.0994.750.1595.275.60
94.240.1094.760.1595.285.61
94.250.1094.770.1595.295.63
94.260.1094.780.1595.305.65
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 1287 =====
Stage-Area-Storage for Pond 3P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 1288 ===== ## Summary for Pond 4P: PERVIOUS PAVEMENT 3B
Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event
Inflow = 0.93 cfs @ 12.12 hrs, Volume= 3,734 cf
Outflow = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf, Atten= 28%, Lag= 4.3 min
Primary = 0.67 cfs @ 12.19 hrs, Volume= 3,730 cf
Routed to Pond 8P : INEIL TRATION BASIN 3
Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.85' @ 12.19 hrs Surf. Area = 8,889 sf Storage = 951 cf Plug-Flow detention time = 94.8 min calculated for 3,729 cf (100% of inflow) Center-of-Mass det. time = 94.4 min (843.5 - 749.1)
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.67 cfs @ 12.19 hrs HW=94.85' TW=93.58' (Dynamic Tailwater) 3=Culvert (Passes 0.67 cfs of 4.61 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.67 fps) 2=Grate (Weir Controls 0.51 cfs @ 0.70 fps) ===== PAGE 1289 =====
Image
Pond 4P: PERVIOUS PAVEMENT 3B
Image
Flow (cfs)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1290 =====
Pond 4P: PERVIOUS PAVEMENT 3B
Image
Pond 4P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 1291 =====
Hydrograph for Pond 4P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.011693.810.00
4.000.016993.860.01
6.000.0210393.890.01
8.000.0313593.910.02
10.000.0518493.950.04
12.000.5363694.400.12
14.000.0568094.500.09
16.000.0342894.160.07
18.000.0218693.960.04
20.000.0212893.910.02
22.000.0111393.900.02
24.000.0110293.890.01
26.000.005393.840.00
28.000.003593.830.00
30.000.002693.820.00
32.000.002093.820.00
34.000.001793.810.00
36.000.001493.810.00
38.000.001293.810.00
40.000.001193.810.00
42.000.001093.810.00
44.000.00993.810.00
46.000.00893.810.00
48.000.00893.810.00
50.000.00793.810.00
52.000.00693.810.00
54.000.00693.810.00
56.000.00693.800.00
58.000.00593.800.00
60.000.00593.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00493.800.00
68.000.00493.800.00
70.000.00493.800.00
72.000.00493.800.00
===== PAGE 1292 =====
Stage-Discharge for Pond 4P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.20
94.010.0594.530.1395.056.21
94.020.0694.540.1395.066.22
94.030.0694.550.1395.076.24
94.040.0694.560.1395.086.25
94.050.0694.570.1395.096.26
94.060.0694.580.1395.106.28
94.070.0794.590.1495.116.29
94.080.0794.600.1495.126.30
94.090.0794.610.1495.136.32
94.100.0794.620.1495.146.33
94.110.0794.630.1495.156.34
94.120.0894.640.1495.166.36
94.130.0894.650.1495.176.37
94.140.0894.660.1495.186.38
94.150.0894.670.1495.196.40
94.160.0894.680.1495.206.41
94.170.0894.690.1595.216.42
94.180.0994.700.1595.226.44
94.190.0994.710.1595.236.45
94.200.0994.720.1595.246.46
94.210.0994.730.1595.256.47
94.220.0994.740.1595.266.49
94.230.0994.750.1595.276.50
94.240.1094.760.1595.286.51
94.250.1094.770.1595.296.53
94.260.1094.780.1595.306.54
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 1293 =====
Stage-Area-Storage for Pond 4P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 1294 ===== ## Summary for Pond 5P: BIORETENTION BASIN 1A
Inflow Area = 77,967 sf, 31.84% Impervious, Inflow Depth = 1.83" for 10 YR-C event
Inflow = 3.06 cfs @ 12.10 hrs, Volume= 11,893 cf
Outflow = 0.29 cfs @ 13.26 hrs, Volume= 11,894 cf, Atten= 91%, Lag= 69.6 min
Primary = 0.29 cfs @ 13.26 hrs, Volume= 11,894 cf
Routed to Pond 2P : Subsurface Infiltration Basin 1
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3
Automatic Starting Elev= 91.55' Surf.Area= 1,500 sf Storage= 2,325 cf
Peak Elev= 94.67' @ 13.25 hrs Surf.Area= 1,500 sf Storage= 7,004 cf (4,679 cf above start)
Plug-Flow detention time= 378.3 min calculated for 9,568 cf (80% of inflow)
Center-of-Mass det. time= 180.7 min (955.7 - 775.0 )
Volume Invert Avail.Storage Storage Description
#1 90.00'8,250 cfCustom Stage Data (Prismatic) Listed below (Recalc)
Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet)
90.001,50000
95.501,5008,2508,250
Device Routing Invert Outlet Devices
#1 Device 391.00'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 395.00'48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary87.48'12.0" Round Culvert L= 28.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 87.48' / 87.00' S= 0.0171 ' / Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.29 cfs @ 13.26 hrs HW=94.67' TW=91.58' (Dynamic Tailwater)
3=Culvert (Passes 0.29 cfs of 7.93 cfs potential flow)
1=Orifice (Orifice Controls 0.29 cfs @ 8.46 fps)
2=Grate ( Controls 0.00 cfs)
Image
Image
===== PAGE 1295 =====
Pond 5P: BIORETENTION BASIN 1A
Image
Pond 5P: BIORETENTION BASIN 1A
Stage-Discharge
Image
===== PAGE 1296 =====
Pond 5P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 1297 =====
Hydrograph for Pond 5P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.002,32591.550.00
2.000.022,34491.560.01
4.000.042,38991.590.03
6.000.052,43691.620.04
8.000.082,53291.690.06
10.000.142,75191.830.09
12.001.834,67893.120.20
14.000.206,85294.570.28
16.000.115,95093.970.25
18.000.084,95993.310.22
20.000.074,08092.720.18
22.000.063,41992.280.14
24.000.052,95291.970.10
26.000.002,44391.630.04
28.000.002,32691.550.00
30.000.002,32591.550.00
32.000.002,32591.550.00
34.000.002,32591.550.00
36.000.002,32591.550.00
38.000.002,32591.550.00
40.000.002,32591.550.00
42.000.002,32591.550.00
44.000.002,32591.550.00
46.000.002,32591.550.00
48.000.002,32591.550.00
50.000.002,32591.550.00
52.000.002,32591.550.00
54.000.002,32591.550.00
56.000.002,32591.550.00
58.000.002,32591.550.00
60.000.002,32591.550.00
62.000.002,32591.550.00
64.000.002,32591.550.00
66.000.002,32591.550.00
68.000.002,32591.550.00
70.000.002,32591.550.00
72.000.002,32591.550.00
===== PAGE 1298 ===== ## Stage-Discharge for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.17
90.050.0092.650.17
90.100.0092.700.18
90.150.0092.750.18
90.200.0092.800.18
90.250.0092.850.19
90.300.0092.900.19
90.350.0092.950.19
90.400.0093.000.20
90.450.0093.050.20
90.500.0093.100.20
90.550.0093.150.21
90.600.0093.200.21
90.650.0093.250.21
90.700.0093.300.22
90.750.0093.350.22
90.800.0093.400.22
90.850.0093.450.23
90.900.0093.500.23
90.950.0093.550.23
91.000.0093.600.24
91.050.0093.650.24
91.100.0093.700.24
91.150.0093.750.24
91.200.0093.800.25
91.250.0093.850.25
91.300.0093.900.25
91.350.0093.950.25
91.400.0094.000.26
91.450.0094.050.26
91.500.0094.100.26
91.550.0094.150.26
91.600.0494.200.27
91.650.0594.250.27
91.700.0694.300.27
91.750.0794.350.27
91.800.0894.400.28
91.850.0994.450.28
91.900.1094.500.28
91.950.1094.550.28
92.000.1194.600.29
92.050.1294.650.29
92.100.1294.700.29
92.150.1394.750.29
92.200.1394.800.30
92.250.1494.850.30
92.300.1494.900.30
92.350.1594.950.30
92.400.1595.000.30
92.450.1695.050.89
92.500.1695.101.96
92.550.1695.153.35
Elevation (feet)Primary (cfs)
95.204.99
95.256.86
95.308.74
95.358.80
95.408.86
95.458.92
95.508.97
===== PAGE 1299 =====
Stage-Area-Storage for Pond 5P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 1300 ===== ## Summary for Pond 7P: BIORENTION BASIN 2A Inflow Area = 22,431 sf, 16.50% Impervious, Inflow Depth = 1.08" for 10 YR-C event Inflow = 0.48 cfs @ 12.09 hrs, Volume= 2,028 cf Outflow = 0.48 cfs @ 12.09 hrs, Volume= 1,981 cf, Atten= 0%, Lag= 0.0 min Primary = 0.48 cfs @ 12.09 hrs, Volume= 1,981 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 95.54' @ 12.09 hrs Surf.Area= 240 sf Storage= 178 cf Plug-Flow detention time= 40.9 min calculated for 1,981 cf (98% of inflow) Center-of-Mass det. time= 26.5 min ( 829.5 - 803.1 )
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'2.5" Vert. Orifice C= 0.600Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary91.80'12.0" Round Culvert L= 30.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 91.80' / 91.65' S= 0.0050 ' /' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.48 cfs @ 12.09 hrs HW=95.54' TW=94.10' (Dynamic Tailwater) 3=Culvert (Passes 0.48 cfs of 5.33 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.83 fps) 2=Grate (Weir Controls 0.35 cfs @ 0.62 fps)
Image
Image
Culvert ===== PAGE 1301 =====
Pond 7P: BIORENTION BASIN 2A
Image
Pond 7P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 1302 =====
Pond 7P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 1303 =====
Hydrograph for Pond 7P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00094.300.00
2.000.00894.420.00
4.000.014094.750.00
6.000.015594.860.01
8.000.015794.880.01
10.000.026194.910.02
12.000.2917495.520.29
14.000.046894.960.04
16.000.026294.920.02
18.000.026094.900.02
20.000.015894.890.01
22.000.015894.890.01
24.000.015794.880.01
26.000.004894.810.00
28.000.004794.800.00
30.000.004794.800.00
32.000.004794.800.00
34.000.004794.800.00
36.000.004794.800.00
38.000.004794.800.00
40.000.004794.800.00
42.000.004794.800.00
44.000.004794.800.00
46.000.004794.800.00
48.000.004794.800.00
50.000.004794.800.00
52.000.004794.800.00
54.000.004794.800.00
56.000.004794.800.00
58.000.004794.800.00
60.000.004794.800.00
62.000.004794.800.00
64.000.004794.800.00
66.000.004794.800.00
68.000.004794.800.00
70.000.004794.800.00
72.000.004794.800.00
===== PAGE 1304 =====
Stage-Discharge for Pond 7P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.11
94.310.0094.830.0095.350.11
94.320.0094.840.0095.360.11
94.330.0094.850.0095.370.11
94.340.0094.860.0195.380.11
94.350.0094.870.0195.390.11
94.360.0094.880.0195.400.12
94.370.0094.890.0195.410.12
94.380.0094.900.0295.420.12
94.390.0094.910.0295.430.12
94.400.0094.920.0295.440.12
94.410.0094.930.0395.450.12
94.420.0094.940.0395.460.12
94.430.0094.950.0395.470.12
94.440.0094.960.0495.480.12
94.450.0094.970.0495.490.13
94.460.0094.980.0595.500.13
94.470.0094.990.0595.510.18
94.480.0095.000.0595.520.28
94.490.0095.010.0595.530.40
94.500.0095.020.0695.540.55
94.510.0095.030.0695.550.72
94.520.0095.040.0695.560.90
94.530.0095.050.0695.571.10
94.540.0095.060.0695.581.32
94.550.0095.070.0795.591.55
94.560.0095.080.0795.601.79
94.570.0095.090.0795.612.05
94.580.0095.100.0795.622.31
94.590.0095.110.0795.632.59
94.600.0095.120.0895.642.88
94.610.0095.130.0895.653.18
94.620.0095.140.0895.663.49
94.630.0095.150.0895.673.81
94.640.0095.160.0895.684.14
94.650.0095.170.0895.694.48
94.660.0095.180.0995.704.83
94.670.0095.190.0995.715.18
94.680.0095.200.0995.725.55
94.690.0095.210.0995.735.92
94.700.0095.220.0995.746.30
94.710.0095.230.0995.756.45
94.720.0095.240.1095.766.47
94.730.0095.250.1095.776.48
94.740.0095.260.1095.786.50
94.750.0095.270.1095.796.52
94.760.0095.280.1095.806.53
94.770.0095.290.1095.816.55
94.780.0095.300.1095.826.56
94.790.0095.310.1095.836.58
94.800.0095.320.1195.846.59
94.810.0095.330.1195.856.61
Elevation (feet)Primary (cfs)
95.866.62
95.876.64
95.886.65
95.896.67
95.906.68
95.916.70
95.926.71
95.936.73
95.946.74
95.956.75
95.966.77
95.976.78
95.986.80
95.996.81
96.006.83
===== PAGE 1305 =====
Stage-Area-Storage for Pond 7P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 1306 =====
Image
Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth = 1.83" for 10 YR-C event
Inflow = 0.93 cfs @ 12.19 hrs, Volume= 6,708 cf
Outflow = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf, Atten= 79%, Lag= 84.8 min
Primary = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf
Routed to Link 34L : POA 3
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3
Automatic Starting Elev= 92.75' Surf.Area= 1,150 sf Storage= 2,300 cf
Peak Elev= 94.21' @ 13.60 hrs Surf.Area= 1,150 sf Storage= 3,979 cf (1,679 cf above start)
Plug-Flow detention time= 398.3 min calculated for 4,402 cf (66% of inflow)
Center-of-Mass det. time= 118.3 min ( 972.4 - 854.1 )
Volume Invert Avail.Storage Storage Description
#1 90.75' 4,888 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet)
90.75 1,150 0 0
95.00 1,150 4,888 4,888
Device Routing Invert Outlet Devices
#1 Device 3 92.75' 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 3 94.50' 48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary 92.75' 12.0" Round Culvert L= 7.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900
Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900
Inlet / Outlet Invert= 92.75' / 92.65' S= 0.0143 ' / Cc= 0.900
Primary OutFlow Max=0.19 cfs @ 13.60 hrs HW=94.21' TW=0.00' (Dynamic Tailwater)
3=Culvert (Passes 0.19 cfs of 4.01 cfs potential flow)
1=Orifice (Orifice Controls 0.19 cfs @ 5.61 fps)
2=Grate ( Controls 0.00 cfs)
Pond 8P: INFILTRATION BASIN 3
## Summary for Pond 8P: INFILTRATION BASIN 3 ===== PAGE 1307 =====
Pond 8P: INFILTRATION BASIN 3
Image
Pond 8P: INFILTRATION BASIN 3
Image
===== PAGE 1308 =====
Pond 8P: INFILTRATION BASIN 3
Stage-Area-Storage
Image
===== PAGE 1309 =====
Hydrograph for Pond 8P: INFILTRATION BASIN 3
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.002,30092.750.00
2.000.002,30092.750.00
4.000.012,32092.770.00
6.000.022,37892.820.01
8.000.042,45692.890.03
10.000.062,52492.940.05
12.000.232,83793.220.10
14.000.173,96494.200.19
16.000.133,71093.980.17
18.000.063,28293.600.14
20.000.042,79793.180.09
22.000.042,55292.970.06
24.000.032,47692.900.04
26.000.002,39792.830.01
28.000.002,36092.800.01
30.000.002,34392.790.00
32.000.002,33392.780.00
34.000.002,32792.770.00
36.000.002,32392.770.00
38.000.002,32092.770.00
40.000.002,31892.770.00
42.000.002,31692.760.00
44.000.002,31492.760.00
46.000.002,31392.760.00
48.000.002,31292.760.00
50.000.002,31192.760.00
52.000.002,31092.760.00
54.000.002,31092.760.00
56.000.002,30992.760.00
58.000.002,30992.760.00
60.000.002,30892.760.00
62.000.002,30892.760.00
64.000.002,30792.760.00
66.000.002,30792.760.00
68.000.002,30792.760.00
70.000.002,30692.760.00
72.000.002,30692.760.00
===== PAGE 1310 ===== ## Stage-Discharge for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.750.0093.350.12
90.800.0093.400.12
90.850.0093.450.13
90.900.0093.500.13
90.950.0093.550.14
91.000.0093.600.14
91.050.0093.650.15
91.100.0093.700.15
91.150.0093.750.16
91.200.0093.800.16
91.250.0093.850.16
91.300.0093.900.17
91.350.0093.950.17
91.400.0094.000.18
91.450.0094.050.18
91.500.0094.100.18
91.550.0094.150.19
91.600.0094.200.19
91.650.0094.250.19
91.700.0094.300.20
91.750.0094.350.20
91.800.0094.400.20
91.850.0094.450.21
91.900.0094.500.21
91.950.0094.550.80
92.000.0094.601.87
92.050.0094.653.26
92.100.0094.704.90
92.150.0094.755.61
92.200.0094.805.74
92.250.0094.855.86
92.300.0094.905.98
92.350.0094.956.10
92.400.0095.006.22
92.450.00
92.500.00
92.550.00
92.600.00
92.650.00
92.700.00
92.750.00
92.800.00
92.850.02
92.900.03
92.950.05
93.000.06
93.050.07
93.100.08
93.150.09
93.200.10
93.250.10
93.300.11
===== PAGE 1311 ===== Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 167
Stage-Area-Storage for Pond 8P: INFILTRATION BASIN 3
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.751,150093.351,1502,990
90.801,1505793.401,1503,048
90.851,15011593.451,1503,105
90.901,15017393.501,1503,163
90.951,15023093.551,1503,220
91.001,15028893.601,1503,277
91.051,15034593.651,1503,335
91.101,15040293.701,1503,393
91.151,15046093.751,1503,450
91.201,15051893.801,1503,507
91.251,15057593.851,1503,565
91.301,15063293.901,1503,623
91.351,15069093.951,1503,680
91.401,15074894.001,1503,738
91.451,15080594.051,1503,795
91.501,15086394.101,1503,852
91.551,15092094.151,1503,910
91.601,15097794.201,1503,968
91.651,1501,03594.251,1504,025
91.701,1501,09394.301,1504,082
91.751,1501,15094.351,1504,140
91.801,1501,20794.401,1504,198
91.851,1501,26594.451,1504,255
91.901,1501,32394.501,1504,313
91.951,1501,38094.551,1504,370
92.001,1501,43894.601,1504,427
92.051,1501,49594.651,1504,485
92.101,1501,55294.701,1504,543
92.151,1501,61094.751,1504,600
92.201,1501,66894.801,1504,657
92.251,1501,72594.851,1504,715
92.301,1501,78294.901,1504,773
92.351,1501,84094.951,1504,830
92.401,1501,89895.001,1504,888
92.451,1501,955
92.501,1502,013
92.551,1502,070
92.601,1502,127
92.651,1502,185
92.701,1502,243
92.751,1502,300
92.801,1502,357
92.851,1502,415
92.901,1502,473
92.951,1502,530
93.001,1502,588
93.051,1502,645
93.101,1502,702
93.151,1502,760
93.201,1502,818
93.251,1502,875
93.301,1502,932
===== PAGE 1312 ===== ## Summary for Pond 33P: INFILTRATION BASIN 2 Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth = 2.16" for 10 YR-C event Inflow = 0.74 cfs @ 12.20 hrs, Volume= 5,524 cf Outflow = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf, Atten= 80%, Lag= 68.2 min Primary = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf Routed to Link 33L : POA 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Automatic Starting Elev= 93.65' Surf.Area= 1,442 sf Storage= 1,902 cf Peak Elev= 94.58' @ 13.34 hrs Surf.Area= 1,989 sf Storage= 3,488 cf (1,587 cf above start) Plug-Flow detention time= 454.0 min calculated for 3,613 cf (65% of inflow) Center-of-Mass det. time= 139.5 min (1,003.6 - 864.1)
VolumeInvertAvail.StorageStorage Description
#191.65'4,378 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
91.6552000
92.00651205205
93.001,0948731,077
94.001,6291,3622,439
95.002,2491,9394,378
DeviceRoutingInvertOutlet Devices
#1Device 393.65'2.5" Vert. Orifice C = 0.600
#2Device 394.70'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary93.65'12.0" Round Culvert L = 17.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 93.65'/93.50' $ S = 0.0088 #x27;/ #x27; Cc = 0.900n=0.012 Concrete pipe, finished, Flow Area=0.79 sf
Primary OutFlow Max=0.15 cfs @ 13.34 hrs HW=94.58' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.15 cfs of 2.32 cfs potential flow) 1=Orifice (Orifice Controls 0.15 cfs @ 4.38 fps) 2=Grate (Controls 0.00 cfs)
Pond 33P: INFILTRATION BASIN 2Grate
Quiffect
Image
===== PAGE 1313 =====
Pond 33P: INFILTRATION BASIN 2
Image
Pond 33P: INFILTRATION BASIN 2
Image
===== PAGE 1314 =====
Pond 33P: INFILTRATION BASIN 2
Stage-Area-Storage
Image
===== PAGE 1315 =====
Analysis - FailureNOAA 24-hr D10 YR-C Rainfall=5.38"
Prepared by Civil Core ConsultingPrinted12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 171
Hydrograph for Pond 33P: INFILTRATION BASIN 2
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.001,90293.650.00
2.000.001,90293.650.00
4.000.011,91993.660.00
6.000.021,99793.720.01
8.000.032,07193.770.02
10.000.052,14593.810.04
12.000.382,46194.010.08
14.000.113,43194.550.15
16.000.073,05494.350.13
18.000.062,68894.150.10
20.000.062,45294.010.08
22.000.042,28193.900.06
24.000.032,15093.820.04
26.000.002,03693.740.01
28.000.001,98793.710.01
30.000.001,96393.690.00
32.000.001,94993.680.00
34.000.001,94193.680.00
36.000.001,93493.670.00
38.000.001,93093.670.00
40.000.001,92793.670.00
42.000.001,92493.670.00
44.000.001,92293.660.00
46.000.001,92093.660.00
48.000.001,91993.660.00
50.000.001,91793.660.00
52.000.001,91693.660.00
54.000.001,91593.660.00
56.000.001,91493.660.00
58.000.001,91493.660.00
60.000.001,91393.660.00
62.000.001,91293.660.00
64.000.001,91293.660.00
66.000.001,91193.660.00
68.000.001,91193.660.00
70.000.001,91193.660.00
72.000.001,91093.660.00
===== PAGE 1316 =====
Stage-Discharge for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
91.650.0092.690.0093.730.01
91.670.0092.710.0093.750.02
91.690.0092.730.0093.770.02
91.710.0092.750.0093.790.03
91.730.0092.770.0093.810.04
91.750.0092.790.0093.830.05
91.770.0092.810.0093.850.05
91.790.0092.830.0093.870.06
91.810.0092.850.0093.890.06
91.830.0092.870.0093.910.06
91.850.0092.890.0093.930.07
91.870.0092.910.0093.950.07
91.890.0092.930.0093.970.08
91.910.0092.950.0093.990.08
91.930.0092.970.0094.010.08
91.950.0092.990.0094.030.09
91.970.0093.010.0094.050.09
91.990.0093.030.0094.070.09
92.010.0093.050.0094.090.10
92.030.0093.070.0094.110.10
92.050.0093.090.0094.130.10
92.070.0093.110.0094.150.10
92.090.0093.130.0094.170.11
92.110.0093.150.0094.190.11
92.130.0093.170.0094.210.11
92.150.0093.190.0094.230.11
92.170.0093.210.0094.250.12
92.190.0093.230.0094.270.12
92.210.0093.250.0094.290.12
92.230.0093.270.0094.310.12
92.250.0093.290.0094.330.12
92.270.0093.310.0094.350.13
92.290.0093.330.0094.370.13
92.310.0093.350.0094.390.13
92.330.0093.370.0094.410.13
92.350.0093.390.0094.430.13
92.370.0093.410.0094.450.14
92.390.0093.430.0094.470.14
92.410.0093.450.0094.490.14
92.430.0093.470.0094.510.14
92.450.0093.490.0094.530.14
92.470.0093.510.0094.550.15
92.490.0093.530.0094.570.15
92.510.0093.550.0094.590.15
92.530.0093.570.0094.610.15
92.550.0093.590.0094.630.15
92.570.0093.610.0094.650.16
92.590.0093.630.0094.670.16
92.610.0093.650.0094.690.16
92.630.0093.670.0094.710.21
92.650.0093.690.0094.730.43
92.670.0093.710.0194.750.75
Elevation (feet)Primary (cfs)
94.771.13
94.791.58
94.812.08
94.832.62
94.853.21
94.873.26
94.893.31
94.913.35
94.933.39
94.953.41
94.973.43
94.993.43
===== PAGE 1317 =====
Stage-Area-Storage for Pond 33P: INFILTRATION BASIN 2
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
91.655200
91.7053926
91.7555754
91.8057682
91.85595111
91.90614142
91.95632173
92.00651205
92.05673238
92.10695272
92.15717308
92.20740344
92.25762382
92.30784420
92.35806460
92.40828501
92.45850543
92.50873586
92.55895630
92.60917675
92.65939722
92.70961769
92.75983818
92.801,005867
92.851,028918
92.901,050970
92.951,0721,023
93.001,0941,077
93.051,1211,133
93.101,1481,190
93.151,1741,248
93.201,2011,307
93.251,2281,368
93.301,2551,430
93.351,2811,493
93.401,3081,558
93.451,3351,624
93.501,3621,691
93.551,3881,760
93.601,4151,830
93.651,4421,902
93.701,4691,974
93.751,4952,048
93.801,5222,124
93.851,5492,201
93.901,5762,279
93.951,6022,358
94.001,6292,439
94.051,6602,521
94.101,6912,605
94.151,7222,690
94.201,7532,777
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.251,7842,866
94.301,8152,956
94.351,8463,047
94.401,8773,140
94.451,9083,235
94.501,9393,331
94.551,9703,429
94.602,0013,528
94.652,0323,629
94.702,0633,731
94.752,0943,835
94.802,1253,941
94.852,1564,048
94.902,1874,156
94.952,2184,266
95.002,2494,378
===== PAGE 1318 ===== ## Summary for Pond 42P: BIORENTION BASIN 3A Inflow Area = 35,171 sf, 15.78% Impervious, Inflow Depth = 1.05" for 10 YR-C event Inflow = 0.72 cfs @ 12.09 hrs, Volume= 3,078 cf Outflow = 0.71 cfs @ 12.10 hrs, Volume= 2,978 cf, Atten= 1%, Lag= 0.4 min Primary = 0.71 cfs @ 12.10 hrs, Volume= 2,978 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 94.55' @ 12.10 hrs Surf.Area= 913 sf Storage= 538 cf Plug-Flow detention time= 80.8 min calculated for 2,978 cf (97% of inflow) Center-of-Mass det. time= 60.8 min ( 867.4 - 806.6 )
VolumeInvertAvail.StorageStorage Description
#193.30'1,041 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads
#3Primary90.80'12.0" Round Culvert L= 11.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 90.80' / 90.75' S= 0.0045'' Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.70 cfs @ 12.10 hrs HW=94.55' TW=93.34' (Dynamic Tailwater) 3=Culvert (Passes 0.70 cfs of 5.19 cfs potential flow) 1=Orifice (Orifice Controls 0.13 cfs @ 3.87 fps) 2=Grate (Weir Controls 0.57 cfs @ 0.73 fps)
Image
Culvert
Image
===== PAGE 1319 =====
Pond 42P: BIORENTION BASIN 3A
Image
Pond 42P: BIORENTION BASIN 3A
Image
===== PAGE 1320 =====
Pond 42P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 1321 =====
Hydrograph for Pond 42P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.300.00
2.000.001293.420.00
4.000.016093.660.00
6.000.0112093.860.01
8.000.0213293.900.02
10.000.0314693.930.03
12.000.4443594.430.12
14.000.0644594.440.08
16.000.0423294.120.06
18.000.0314593.930.03
20.000.0214093.920.02
22.000.0213793.910.02
24.000.0213493.900.02
26.000.0010693.820.00
28.000.0010393.810.00
30.000.0010293.810.00
32.000.0010193.810.00
34.000.0010193.800.00
36.000.0010093.800.00
38.000.0010093.800.00
40.000.0010093.800.00
42.000.0010093.800.00
44.000.0010093.800.00
46.000.0010093.800.00
48.000.0010093.800.00
50.000.0010093.800.00
52.000.0010093.800.00
54.000.0010093.800.00
56.000.0010093.800.00
58.000.0010093.800.00
60.000.0010093.800.00
62.000.0010093.800.00
64.000.0010093.800.00
66.000.0010093.800.00
68.000.0010093.800.00
70.000.0010093.800.00
72.000.0010093.800.00
===== PAGE 1322 =====
Stage-Discharge for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.766.70
93.730.0094.250.1094.776.72
93.740.0094.260.1094.786.74
93.750.0094.270.1094.796.75
93.760.0094.280.1094.806.77
93.770.0094.290.1094.816.78
93.780.0094.300.1094.826.80
93.790.0094.310.1094.836.82
93.800.0094.320.1194.846.83
93.810.0094.330.1194.856.85
Elevation (feet)Primary (cfs)
94.866.87
94.876.88
94.886.90
94.896.92
94.906.93
94.916.95
94.926.96
94.936.98
94.947.00
94.957.01
94.967.03
94.977.04
94.987.06
94.997.07
95.007.09
===== PAGE 1323 =====
Stage-Area-Storage for Pond 42P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 1324 ===== ## Summary for Link 32L: POA1 Inflow Area = 80,967 sf, 34.36% Impervious, Inflow Depth = 1.95" for 10 YR-C event Inflow = 0.62 cfs @ 12.10 hrs, Volume = 13,179 cf Primary = 0.62 cfs @ 12.10 hrs, Volume = 13,179 cf, Atten = 0%, Lag = 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 32L: POA1
Image
===== PAGE 1325 =====
Hydrograph for Link 32L: POA1
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.020.000.02
3.000.030.000.03
4.000.030.000.03
5.000.040.000.04
6.000.050.000.05
7.000.060.000.06
8.000.070.000.07
9.000.080.000.08
10.000.100.000.10
11.000.140.000.14
12.000.430.000.43
13.000.320.000.32
14.000.300.000.30
15.000.280.000.28
16.000.260.000.26
17.000.240.000.24
18.000.220.000.22
19.000.200.000.20
20.000.180.000.18
21.000.160.000.16
22.000.140.000.14
23.000.130.000.13
24.000.110.000.11
25.000.080.000.08
26.000.040.000.04
27.000.020.000.02
28.000.000.000.00
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 1326 ===== ## Summary for Link 33L: POA 2 Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth > 2.16" for 10 YR-C event Inflow = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf Primary = 0.15 cfs @ 13.34 hrs, Volume= 5,515 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 33L: POA 2
Image
===== PAGE 1327 =====
Hydrograph for Link 33L: POA 2
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.010.000.01
7.000.010.000.01
8.000.020.000.02
9.000.030.000.03
10.000.040.000.04
11.000.050.000.05
12.000.080.000.08
13.000.150.000.15
14.000.150.000.15
15.000.140.000.14
16.000.130.000.13
17.000.110.000.11
18.000.100.000.10
19.000.090.000.09
20.000.080.000.08
21.000.070.000.07
22.000.060.000.06
23.000.050.000.05
24.000.040.000.04
25.000.030.000.03
26.000.010.000.01
27.000.010.000.01
28.000.010.000.01
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 1328 ===== ## Summary for Link 34L: POA 3 Inflow Area = 43,883 sf, 32.50% Impervious, Inflow Depth > 1.83" for 10 YR-C event Inflow = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf Primary = 0.19 cfs @ 13.60 hrs, Volume= 6,702 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 34L: POA 3
Hydrograph
Image
===== PAGE 1329 =====
Hydrograph for Link 34L: POA 3
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.000.000.00
1.000.000.000.00
2.000.000.000.00
3.000.000.000.00
4.000.000.000.00
5.000.000.000.00
6.000.010.000.01
7.000.020.000.02
8.000.030.000.03
9.000.040.000.04
10.000.050.000.05
11.000.070.000.07
12.000.100.000.10
13.000.190.000.19
14.000.190.000.19
15.000.180.000.18
16.000.170.000.17
17.000.160.000.16
18.000.140.000.14
19.000.120.000.12
20.000.090.000.09
21.000.070.000.07
22.000.060.000.06
23.000.040.000.04
24.000.040.000.04
25.000.020.000.02
26.000.010.000.01
27.000.010.000.01
28.000.010.000.01
29.000.000.000.00
30.000.000.000.00
31.000.000.000.00
32.000.000.000.00
33.000.000.000.00
34.000.000.000.00
35.000.000.000.00
36.000.000.000.00
37.000.000.000.00
38.000.000.000.00
39.000.000.000.00
40.000.000.000.00
41.000.000.000.00
42.000.000.000.00
43.000.000.000.00
44.000.000.000.00
45.000.000.000.00
46.000.000.000.00
47.000.000.000.00
48.000.000.000.00
49.000.000.000.00
50.000.000.000.00
51.000.000.000.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.000.000.00
53.000.000.000.00
54.000.000.000.00
55.000.000.000.00
56.000.000.000.00
57.000.000.000.00
58.000.000.000.00
59.000.000.000.00
60.000.000.000.00
61.000.000.000.00
62.000.000.000.00
63.000.000.000.00
64.000.000.000.00
65.000.000.000.00
66.000.000.000.00
67.000.000.000.00
68.000.000.000.00
69.000.000.000.00
70.000.000.000.00
71.000.000.000.00
72.000.000.000.00
===== PAGE 1330 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 186
Events for Subcatchment 2S: DA-P1 PERVOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.00240.01
10 YR-C5.380.061,2550.28
===== PAGE 1331 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 187
Events for Subcatchment 3S: DA-P3 PERVOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.00130.01
10 YR-C5.380.047000.28
===== PAGE 1332 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 188
Events for Subcatchment 4S: DA-P2 PERVOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.0080.01
10 YR-C5.380.024420.28
===== PAGE 1333 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 189
Events for Subcatchment 5S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1334 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 190
Events for Subcatchment 6S: DA-P3 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.592,3143.19
10 YR-C5.380.933,7345.14
===== PAGE 1335 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 191
Events for Subcatchment 7S: DA-P2 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.562,1983.19
10 YR-C5.380.893,5475.14
===== PAGE 1336 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 192
Events for Subcatchment 8S: DA-P1 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.421.334,6273.19
10 YR-C5.382.117,4675.14
===== PAGE 1337 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 193
Events for Subcatchment 14S: LOT 11 Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.257973.19
10 YR-C5.380.391,2865.14
===== PAGE 1338 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 194
Events for Subcatchment 16S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1339 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 195
Events for Subcatchment 17S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1340 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 196
Events for Subcatchment 18S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1341 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 197
Events for Subcatchment 35S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1342 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 198
Events for Subcatchment 36S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1343 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 199
Events for Subcatchment 37S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1344 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 200
Events for Subcatchment 38S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1345 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 201
Events for Subcatchment 39S: Typ. Roof
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.154913.19
10 YR-C5.380.247935.14
===== PAGE 1346 =====
Events for Pond 2P: Subusrface Infiltration Basin 1
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (acre-feet)Multi-Event Tables Printed 12/19/2025 Page 202
2 YR-C0.420.4291.590.141
10 YR-C0.620.6291.600.141
===== PAGE 1347 =====
Events for Pond 3P: PERVIOUS PAVEMENT 2B
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.560.1294.62764
10 YR-C0.890.5894.84975
===== PAGE 1348 =====
Events for Pond 4P: PERVIOUS PAVEMENT 3B
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.590.1594.71773
10 YR-C0.930.6794.85951
===== PAGE 1349 =====
Events for Pond 5P: BIORETENTION BASIN 1A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)Multi-Event Tables Printed 12/19/2025 Page 205
2 YR-C1.930.2193.294,929
10 YR-C3.060.2994.677,004
===== PAGE 1350 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 206
Events for Pond 7P: BIORENTION BASIN 2A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.300.3095.52174
10 YR-C0.480.4895.54178
===== PAGE 1351 =====
Events for Pond 8P: INFILTRATION BASIN 3
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)Multi-Event Tables Printed 12/19/2025 Page 207
2 YR-C0.260.1493.613,284
10 YR-C0.930.1994.213,979
===== PAGE 1352 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 208
Events for Pond 33P: INFILTRATION BASIN 2
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.390.1094.162,708
10 YR-C0.740.1594.583,488
===== PAGE 1353 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 209
Events for Pond 42P: BIORENTION BASIN 3A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
2 YR-C0.450.1294.43439
10 YR-C0.720.7194.55538
===== PAGE 1354 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 210
Events for Link 32L: POA1
EventInflow (cfs)Primary (cfs)Elevation (feet)
2 YR-C0.420.420.00
10 YR-C0.620.620.00
===== PAGE 1355 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\textregistered 2025 HydroCAD Software Solutions LLCPage1
Events for Link 33L: POA 2
EventInflow (cfs)Primary (cfs)Elevation (feet)
2 YR-C0.100.100.00
10 YR-C0.150.150.00
===== PAGE 1356 =====
Analysis - FailureMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 212
Events for Link 34L: POA 3
EventInflow (cfs)Primary (cfs)Elevation (feet)
2 YR-C0.140.140.00
10 YR-C0.190.190.00
===== PAGE 1357 ===== ## TABLE OF CONTENTS ## Project Reports 1 Routing Diagram 2 Project Notes 3 Rainfall Events Listing (selected events) 4 Area Listing (all nodes) 5 Soil Listing (all nodes) 6 Ground Covers (all nodes) 7 Pipe Listing (all nodes) ## 2 YR-C Event 8 Node Listing 8 Node Listing 10 Subcat 2S: DA-P1 PERVIOUS 12 Subcat 3S: DA-P3 PERVIOUS 14 Subcat 4S: DA-P2 PERVIOUS 16 Subcat 5S: Typ. Roof 18 Subcat 6S: DA-P3 IMPERVIOUS 20 Subcat 7S: DA-P2 IMPERVIOUS 22 Subcat 8S: DA-P1 IMPERVIOUS 24 Subcat 14S: LOT 11 Roof 26 Subcat 16S: Typ. Roof 28 Subcat 17S: Typ. Roof 30 Subcat 18S: Typ. Roof 32 Subcat 35S: Typ. Roof 34 Subcat 36S: Typ. Roof 36 Subcat 37S: Typ. Roof 38 Subcat 38S: Typ. Roof 40 Subcat 39S: Typ. Roof 42 Pond 2P: Subsurface Infiltration Basin 1 49 Pond 3P: PERVIOUS PAVEMENT 2B 55 Pond 4P: PERVIOUS PAVEMENT 3B 61 Pond 5P: BIORETENTION BASIN 1A 67 Pond 7P: BIORETENTION BASIN 2A 73 Pond 8P: INFILTRATION BASIN 3 79 Pond 33P: INFILTRATION BASIN 2 85 Pond 42P: BIORETENTION BASIN 3A 91 Link 32L: POA1 93 Link 33L: POA 2 95 Link 34L: POA 3 ## 10 YR-C Event 97 Node Listing 99 Subcat 2S: DA-P1 PERVIOUS 101 Subcat 3S: DA-P3 PERVIOUS 103 Subcat 4S: DA-P2 PERVIOUS 105 Subcat 5S: Typ. Roof 107 Subcat 6S: DA-P3 IMPERVIOUS 109 Subcat 7S: DA-P2 IMPERVIOUS 111 Subcat 8S: DA-P1 IMPERVIOUS 113 Subcat 14S: LOT 11 Roof 115 Subcat 16S: Typ. Roof ===== PAGE 1358 ===== 117 Subcat 17S: Typ. Roof 119 Subcat 18S: Typ. Roof 121 Subcat 35S: Typ. Roof 123 Subcat 36S: Typ. Roof 125 Subcat 37S: Typ. Roof 127 Subcat 38S: Typ. Roof 129 Subcat 39S: Typ. Roof 131 Pond 2P: Subusrface Infiltration Basin 1 138 Pond 3P: PERVIOUS PAVEMENT 2B 144 Pond 4P: PERVIOUS PAVEMENT 3B 150 Pond 5P: BIORETENTION BASIN 1A 156 Pond 7P: BIORENTION BASIN 2A 162 Pond 8P: INFILTRATION BASIN 3 168 Pond 33P: INFILTRATION BASIN 2 174 Pond 42P: BIORENTION BASIN 3A 180 Link 32L: POA1 182 Link 33L: POA 2 184 Link 34L: POA 3 ## Multi-Event Tables 186 Subcat 2S: DA-P1 PERVIOUS 187 Subcat 3S: DA-P3 PERVIOUS 188 Subcat 4S: DA-P2 PERVIOUS 189 Subcat 5S: Typ. Roof 190 Subcat 6S: DA-P3 IMPERVIOUS 191 Subcat 7S: DA-P2 IMPERVIOUS 192 Subcat 8S: DA-P1 IMPERVIOUS 193 Subcat 14S: LOT 11 Roof 194 Subcat 16S: Typ. Roof 195 Subcat 17S: Typ. Roof 196 Subcat 18S: Typ. Roof 197 Subcat 35S: Typ. Roof 198 Subcat 36S: Typ. Roof 199 Subcat 37S: Typ. Roof 200 Subcat 38S: Typ. Roof 201 Subcat 39S: Typ. Roof 202 Pond 2P: Subsurface Infiltration Basin 1 203 Pond 3P: PERVIOUS PAVEMENT 2B 204 Pond 4P: PERVIOUS PAVEMENT 3B 205 Pond 5P: BIORETENTION BASIN 1A 206 Pond 7P: BIORETENTION BASIN 2A 207 Pond 8P: INFILTRATION BASIN 3 208 Pond 33P: INFILTRATION BASIN 2 209 Pond 42P: BIORETENTION BASIN 3A 210 Link 32L: POA1 211 Link 33L: POA 2 212 Link 34L: POA 3 ===== PAGE 1359 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix E – Water Quality Analysis ===== PAGE 1360 =====
Image
Water Quality DA-P1 IMPERVIOUS BIORETENTION BASIN 1A BIORENTION BASIN 2A DA-P2 IMPERVIOUS PERVOUS PAVEMENT 2B BIORENTION BASIN 3A DA-P3 IMPERVIOUS PERVOUS PAVEMENT 3B
Image
===== PAGE 1361 ===== ## Project Notes Rainfall events imported from "240214_Analysis.hcp" ===== PAGE 1362 =====
Analysis - Proposed Conditions
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 3
Rainfall Events Listing (selected events)
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
1NJDEP WQNJ DEP 2-hrDefault2.0011.252
===== PAGE 1363 ===== ## Area Listing (selected nodes)
Area (sq-ft)CNDescription (subcatchment-numbers)
101,49539>75% Grass cover, Good, HSG A (18S, 20S, 23S)
8,71298Paved parking, HSG A (24S)
25,70098Paved roads w/curbs & sewers, HSG A (19S, 22S)
135,90754TOTAL AREA
===== PAGE 1364 =====
Soil Listing (selected nodes)
Area (sq-ft)Soil GroupSubcatchment Numbers
135,907HSG A18S, 19S, 20S, 22S, 23S, 24S
0HSG B
0HSG C
0HSG D
0Other
135,907TOTAL AREA
===== PAGE 1365 =====
Analysis - Proposed Conditions
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 6
Ground Covers (selected nodes)
HSG-A (sq-ft)HSG-B (sq-ft)HSG-C (sq-ft)HSG-D (sq-ft)Other (sq-ft)Total (sq-ft)Ground Cover
101,4950000101,495>75% Grass cover, Good
8,71200008,712Paved parking
25,700000025,700Paved roads w/curbs & sewers
135,9070000135,907TOTAL AREA
===== PAGE 1366 =====
Analysis - Proposed Conditions
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8as/n 13637© 2025 HydroCAD Software Solutions LLCPage 7
Pipe Listing (selected nodes)
Line#Node NumberIn-Invert (feet)Out-Invert (feet)Length (feet)Slope (ft/ft)nWidth (inches)Diam/Height (inches)Inside-Fill (inches)Node Name
112P92.0891.6538.00.01130.0110.012.00.0
213P90.8090.7511.00.00450.0120.012.00.0
314P92.0090.7552.00.02400.0110.012.00.0
436P87.4887.0027.00.01780.0120.012.00.0
545P92.0391.6530.00.01270.0120.012.00.0
===== PAGE 1367 ===== Runoff by SCS 1R-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment18S: DA-P1 PERVOUS Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.00 cfs 0 cf Subcatchment19S: DA-P1 IMPERVOUS Flow Length=372' Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=1.03" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.19 cfs 1,502 cf Subcatchment20S: DA-P2 PERVOUS Flow Length=168' Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.00" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 0 cf Subcatchment22S: DA-P2 IMPERVOUS Flow Length=151' Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=1.03" Flow Length=151' Slope=0.0200'/' Tc=0.9 min CN=0/98 Runoff=0.59 cfs 714 cf Subcatchment23S: DA-P3 PERVOUS Flow Length=363' Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.00" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 0 cf Subcatchment24S: DA-P3 IMPERVOUS Flow Length=155' Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=1.03" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.53 cfs 751 cf Pond 12P: PERVOUS PAVEMENT2B Peak Elev=94.20' Storage=487 cf Inflow=0.59 cfs 714 cf Outflow=0.09 cfs 711 cf Pond 13P: BIORENTION BASIN 3A Peak Elev=93.30' Storage=0 cf Inflow=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf Pond 14P: PERVOUS PAVEMENT3B Peak Elev=94.22' Storage=503 cf Inflow=0.53 cfs 751 cf Outflow=0.09 cfs 748 cf Pond 36P: BIORETENTIONBASIN 1A Peak Elev=91.00' Storage=1,502 cf Inflow=1.19 cfs 1,502 cf Outflow=0.00 cfs 1 cf Pond 45P: BIORENTION BASIN 2A Peak Elev=94.30' Storage=0 cf Inflow=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf Total Runoff Area = 135,907 sf Runoff Volume = 2,967 cf Average Runoff Depth = 0.2 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method ===== PAGE 1368 ===== # Summary for Subcatchment 18S: DA-P1 PERVIOUS Runoff = 0.00 cfs @ 0.00 hrs, Volume= Routed to Pond 36P : BIORETENTION BASIN 1A Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac)CNDescription
1.22039>75% Grass cover, Good, HSG A
1.22039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0780.03500.14Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
2.91750.02000.99Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.32722.00Direct Entry, Pipe Flow
14.2525Total
Image
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1369 =====
Hydrograph for Subcatchment 18S: DA-P1 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.001.250.000.000.00
4.001.250.000.000.00
6.001.250.000.000.00
8.001.250.000.000.00
10.001.250.000.000.00
12.001.250.000.000.00
14.001.250.000.000.00
16.001.250.000.000.00
18.001.250.000.000.00
20.001.250.000.000.00
22.001.250.000.000.00
24.001.250.000.000.00
26.001.250.000.000.00
28.001.250.000.000.00
30.001.250.000.000.00
32.001.250.000.000.00
34.001.250.000.000.00
36.001.250.000.000.00
38.001.250.000.000.00
40.001.250.000.000.00
42.001.250.000.000.00
44.001.250.000.000.00
46.001.250.000.000.00
48.001.250.000.000.00
50.001.250.000.000.00
52.001.250.000.000.00
54.001.250.000.000.00
56.001.250.000.000.00
58.001.250.000.000.00
60.001.250.000.000.00
62.001.250.000.000.00
64.001.250.000.000.00
66.001.250.000.000.00
68.001.250.000.000.00
70.001.250.000.000.00
72.001.250.000.000.00
===== PAGE 1370 ===== # Summary for Subcatchment 19S: DA-P1 IMPERVIOUS Runoff = 1.19 cfs @ 1.09 hrs, Volume= Routed to Pond 36P : BIORETENTION BASIN 1A 1,502 cf, Depth= 1.03" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac)CNDescription
0.40098Paved roads w/curbs & sewers, HSG A
0.40098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
1.42350.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
1.11372.00Direct Entry, Pipe Flow
2.5372Total
Subcatchment 19S: DA-P1_IMPERVIOUS
Subcatchment 19S: DA-P1 IMPERVIOUS
Hydrograph
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1371 =====
Hydrograph for Subcatchment 19S: DA-P1 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.001.250.001.030.04
4.001.250.001.030.00
6.001.250.001.030.00
8.001.250.001.030.00
10.001.250.001.030.00
12.001.250.001.030.00
14.001.250.001.030.00
16.001.250.001.030.00
18.001.250.001.030.00
20.001.250.001.030.00
22.001.250.001.030.00
24.001.250.001.030.00
26.001.250.001.030.00
28.001.250.001.030.00
30.001.250.001.030.00
32.001.250.001.030.00
34.001.250.001.030.00
36.001.250.001.030.00
38.001.250.001.030.00
40.001.250.001.030.00
42.001.250.001.030.00
44.001.250.001.030.00
46.001.250.001.030.00
48.001.250.001.030.00
50.001.250.001.030.00
52.001.250.001.030.00
54.001.250.001.030.00
56.001.250.001.030.00
58.001.250.001.030.00
60.001.250.001.030.00
62.001.250.001.030.00
64.001.250.001.030.00
66.001.250.001.030.00
68.001.250.001.030.00
70.001.250.001.030.00
72.001.250.001.030.00
===== PAGE 1372 ===== # Summary for Subcatchment 20S: DA-P2 PERVIOUS Runoff = 0.00 cfs @ 0.00 hrs, Volume= Routed to Pond 45P : BIORENTION BASIN 2A 0 cf, Depth = 0.00" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac)CNDescription
0.43039>75% Grass cover, Good, HSG A
0.43039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
7.8600.03000.13Sheet Flow, Grass: Densen= 0.240 P2= 3.42"
0.91082.00Direct Entry, Pipe Flow
8.7168Total
Subcatchment 20S: DA-P2 PERVIOUS
Subcatchment 20S: DA-P2 PERVIOUS
Image
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1373 =====
Hydrograph for Subcatchment 20S: DA-P2 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.001.250.000.000.00
4.001.250.000.000.00
6.001.250.000.000.00
8.001.250.000.000.00
10.001.250.000.000.00
12.001.250.000.000.00
14.001.250.000.000.00
16.001.250.000.000.00
18.001.250.000.000.00
20.001.250.000.000.00
22.001.250.000.000.00
24.001.250.000.000.00
26.001.250.000.000.00
28.001.250.000.000.00
30.001.250.000.000.00
32.001.250.000.000.00
34.001.250.000.000.00
36.001.250.000.000.00
38.001.250.000.000.00
40.001.250.000.000.00
42.001.250.000.000.00
44.001.250.000.000.00
46.001.250.000.000.00
48.001.250.000.000.00
50.001.250.000.000.00
52.001.250.000.000.00
54.001.250.000.000.00
56.001.250.000.000.00
58.001.250.000.000.00
60.001.250.000.000.00
62.001.250.000.000.00
64.001.250.000.000.00
66.001.250.000.000.00
68.001.250.000.000.00
70.001.250.000.000.00
72.001.250.000.000.00
===== PAGE 1374 ===== ## Summary for Subcatchment 22S: DA-P2 IMPERVIOUS Runoff = 0.59 cfs @ 1.08 hrs, Volume= Routed to Pond 12P : PERVIOUS PAVEMENT 2B 714 cf, Depth= 1.03" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac)CNDescription
0.19098Paved roads w/curbs & sewers, HSG A
0.19098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)
0.91510.02002.87Shallow Concentrated Flow, Paved Kv= 20.3 fps
Subcatchment 22S: DA-P2 IMPERVIOUS
Subcatchment 22S: DA-P2 IMPERVIOUS
Image
===== PAGE 1375 =====
Hydrograph for Subcatchment 22S: DA-P2 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.001.250.001.030.02
4.001.250.001.030.00
6.001.250.001.030.00
8.001.250.001.030.00
10.001.250.001.030.00
12.001.250.001.030.00
14.001.250.001.030.00
16.001.250.001.030.00
18.001.250.001.030.00
20.001.250.001.030.00
22.001.250.001.030.00
24.001.250.001.030.00
26.001.250.001.030.00
28.001.250.001.030.00
30.001.250.001.030.00
32.001.250.001.030.00
34.001.250.001.030.00
36.001.250.001.030.00
38.001.250.001.030.00
40.001.250.001.030.00
42.001.250.001.030.00
44.001.250.001.030.00
46.001.250.001.030.00
48.001.250.001.030.00
50.001.250.001.030.00
52.001.250.001.030.00
54.001.250.001.030.00
56.001.250.001.030.00
58.001.250.001.030.00
60.001.250.001.030.00
62.001.250.001.030.00
64.001.250.001.030.00
66.001.250.001.030.00
68.001.250.001.030.00
70.001.250.001.030.00
72.001.250.001.030.00
===== PAGE 1376 ===== # Summary for Subcatchment 23S: DA-P3 PERVIOUS Runoff = 0.00 cfs @ 0.00 hrs, Volume= Routed to Pond 13P : BIORENTION BASIN 3A 0 cf, Depth = 0.00" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac)CNDescription
0.68039>75% Grass cover, Good, HSG A
0.68039100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
9.0830.04000.15Sheet Flow, Grass: Dense n= 0.240 P2= 3.42" Using McCuen-Spiess flow length
0.2100.02401.08Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps
2.22702.00Direct Entry, Pioe Flow
11.5363Total
Subcatchment 23S: DA-P3 PERVOUS
Image
===== PAGE 1377 =====
Hydrograph for Subcatchment 23S: DA-P3 PERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.001.250.000.000.00
4.001.250.000.000.00
6.001.250.000.000.00
8.001.250.000.000.00
10.001.250.000.000.00
12.001.250.000.000.00
14.001.250.000.000.00
16.001.250.000.000.00
18.001.250.000.000.00
20.001.250.000.000.00
22.001.250.000.000.00
24.001.250.000.000.00
26.001.250.000.000.00
28.001.250.000.000.00
30.001.250.000.000.00
32.001.250.000.000.00
34.001.250.000.000.00
36.001.250.000.000.00
38.001.250.000.000.00
40.001.250.000.000.00
42.001.250.000.000.00
44.001.250.000.000.00
46.001.250.000.000.00
48.001.250.000.000.00
50.001.250.000.000.00
52.001.250.000.000.00
54.001.250.000.000.00
56.001.250.000.000.00
58.001.250.000.000.00
60.001.250.000.000.00
62.001.250.000.000.00
64.001.250.000.000.00
66.001.250.000.000.00
68.001.250.000.000.00
70.001.250.000.000.00
72.001.250.000.000.00
===== PAGE 1378 ===== # Summary for Subcatchment 24S: DA-P3 IMPERVIOUS Runoff = 0.53 cfs @ 1.10 hrs, Volume= Routed to Pond 14P : PERVIOUS PAVEMENT 3B 751 cf, Depth= 1.03" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac)CNDescription
0.20098Paved parking, HSG A
0.20098100.00% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)Capacity (cfs)Description
3.6370.03000.17Sheet Flow,
0.71180.02002.87Grass: Short n= 0.150 P2= 3.42"
Shallow Concentrated Flow,
Paved Kv= 20.3 fps
4.3155Total
Subcatchment 24S: DA-P3 IMPERVIOUS
Subcatchment 24S: DA-P3 IMPERVIOUS
Image
===== PAGE 1379 =====
Hydrograph for Subcatchment 24S: DA-P3 IMPERVIOUS
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.001.250.001.030.02
4.001.250.001.030.00
6.001.250.001.030.00
8.001.250.001.030.00
10.001.250.001.030.00
12.001.250.001.030.00
14.001.250.001.030.00
16.001.250.001.030.00
18.001.250.001.030.00
20.001.250.001.030.00
22.001.250.001.030.00
24.001.250.001.030.00
26.001.250.001.030.00
28.001.250.001.030.00
30.001.250.001.030.00
32.001.250.001.030.00
34.001.250.001.030.00
36.001.250.001.030.00
38.001.250.001.030.00
40.001.250.001.030.00
42.001.250.001.030.00
44.001.250.001.030.00
46.001.250.001.030.00
48.001.250.001.030.00
50.001.250.001.030.00
52.001.250.001.030.00
54.001.250.001.030.00
56.001.250.001.030.00
58.001.250.001.030.00
60.001.250.001.030.00
62.001.250.001.030.00
64.001.250.001.030.00
66.001.250.001.030.00
68.001.250.001.030.00
70.001.250.001.030.00
72.001.250.001.030.00
===== PAGE 1380 ===== ## Summary for Pond 12P: PERVIOUS PAVEMENT 2B
Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 1.03" for NJDEP WQ event
Inflow = 0.59 cfs @ 1.08 hrs, Volume= 714 cf
Outflow = 0.09 cfs @ 1.28 hrs, Volume= 711 cf, Atten= 85%, Lag= 12.2 min
Primary = 0.09 cfs @ 1.28 hrs, Volume= 711 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 94.20' @ 1.28 hrs Surf.Area= 3,075 sf Storage= 487 cf
Plug-Flow detention time= 123.6 min calculated for 711 cf (100% of inflow)
Center-of-Mass det. time= 123.3 min ( 189.4 - 66.1 )
VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113 #x27;/ #x27; Cc = 0.900n=0.011, Flow Area=0.79 sf
Primary OutFlow Max=0.09 cfs @ 1.28 hrs HW=94.20' (Free Discharge) 3=Culvert (Passes 0.09 cfs of 5.47 cfs potential flow) 1=Orifice (Orifice Controls 0.09 cfs @ 2.60 fps) 2=Grate (Controls 0.00 cfs) ===== PAGE 1381 ===== Grate Pond 12P: PERVIOUS PAVEMENT:2B
Image
Pond 12P: PERVIOUS PAVEMENT 2B
Image
===== PAGE 1382 =====
Pond 12P: PERVIOUS PAVEMENT 2B
Image
Pond 12P: PERVIOUS PAVEMENT 2B
Stage-Area-Storage
Image
===== PAGE 1383 =====
Hydrograph for Pond 12P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.0239994.120.08
4.000.0010993.890.01
6.000.005593.850.00
8.000.003793.830.00
10.000.002793.820.00
12.000.002293.820.00
14.000.001893.810.00
16.000.001593.810.00
18.000.001393.810.00
20.000.001293.810.00
22.000.001193.810.00
24.000.001093.810.00
26.000.00993.810.00
28.000.00893.810.00
30.000.00793.810.00
32.000.00793.810.00
34.000.00793.810.00
36.000.00693.800.00
38.000.00693.800.00
40.000.00593.800.00
42.000.00593.800.00
44.000.00593.800.00
46.000.00593.800.00
48.000.00593.800.00
50.000.00493.800.00
52.000.00493.800.00
54.000.00493.800.00
56.000.00493.800.00
58.000.00493.800.00
60.000.00493.800.00
62.000.00393.800.00
64.000.00393.800.00
66.000.00393.800.00
68.000.00393.800.00
70.000.00393.800.00
72.000.00393.800.00
===== PAGE 1384 =====
Stage-Discharge for Pond 12P: PERVIOUS PAVEMENT 2B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.066.83
94.030.0694.550.1395.076.84
94.040.0694.560.1395.086.86
94.050.0694.570.1395.096.87
94.060.0694.580.1395.106.88
94.070.0794.590.1495.116.90
94.080.0794.600.1495.126.91
94.090.0794.610.1495.136.93
94.100.0794.620.1495.146.94
94.110.0794.630.1495.156.95
94.120.0894.640.1495.166.97
94.130.0894.650.1495.176.98
94.140.0894.660.1495.186.99
94.150.0894.670.1495.197.01
94.160.0894.680.1495.207.02
94.170.0894.690.1595.217.04
94.180.0994.700.1595.227.05
94.190.0994.710.1595.237.06
94.200.0994.720.1595.247.08
94.210.0994.730.1595.257.09
94.220.0994.740.1595.267.10
94.230.0994.750.1595.277.12
94.240.1094.760.1595.287.13
94.250.1094.770.1595.297.15
94.260.1094.780.1595.307.16
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 1385 =====
Stage-Area-Storage for Pond 12P: PERVIOUS PAVEMENT 2B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3262494.84969
93.811294.3362994.85999
93.822594.3463394.861,030
93.833794.3563894.871,061
93.844994.3664394.881,092
93.856194.3764794.891,122
93.867494.3865294.901,153
93.878694.3965794.911,184
93.889894.4066194.921,215
93.8911194.4166694.931,245
93.9012394.4267094.941,276
93.9113594.4367594.951,307
93.9214894.4468094.961,338
93.9316094.4568494.971,368
93.9417294.4668994.981,399
93.9518594.4769394.991,430
93.9619794.4869895.001,461
93.9720994.4970395.011,491
93.9822194.5070795.021,522
93.9923494.5171295.031,553
94.0024694.5271695.041,584
94.0125894.5372195.051,614
94.0227194.5472695.061,645
94.0328394.5573095.071,676
94.0429594.5673595.081,707
94.0530894.5774095.091,737
94.0632094.5874495.101,768
94.0733294.5974995.111,799
94.0834494.6075395.121,830
94.0935794.6175895.131,860
94.1036994.6276395.141,891
94.1138194.6376795.151,922
94.1239494.6477295.161,953
94.1340694.6577695.171,983
94.1441894.6678195.182,014
94.1543094.6778695.192,045
94.1644394.6879095.202,076
94.1745594.6979595.212,106
94.1846794.7080095.222,137
94.1948094.7180495.232,168
94.2049294.7280995.242,199
94.2150494.7381395.252,229
94.2251794.7481895.262,260
94.2352994.7582395.272,291
94.2454194.7682795.282,322
94.2555494.7783295.292,352
94.2656694.7883695.302,383
94.2757894.79841
94.2859094.80846
94.2960394.81876
94.3061594.82907
94.3162094.83938
===== PAGE 1386 ===== ## Summary for Pond 13P: BIORENTION BASIN 3A Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.00" for NJDEP WQ event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 0%, Lag= 0.0 min Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.30' @ 0.00 hrs Surf.Area= 77 sf Storage= 0 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no inflow)
#193.30'1,041 cfCustom Stage Data (Prismatic) Listed below (Recalc)
Elevation (feet)Surf. Area (sq-ft)Inc. Store (cubic-feet)Cum. Store (cubic-feet)
93.307700
94.00417173173
95.001,3198681,041
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600Limited to weir flow at low heads
#2Device 394.50'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary90.80'12.0" Round Culvert\n L = 11.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= 90.80' / 90.75' S = 0.0045 '/ Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.30' (Free Discharge)\n uparrow 3=Culvert (Passes 0.00 cfs of 6.42 cfs potential flow)\n uparrow 1=Orifice (Controls 0.00 cfs)\n2=Grate (Controls 0.00 cfs)
Pond 13P: BIORENTION BASIN 3AGrate\nOrifice
Culvert
Image
===== PAGE 1387 =====
Pond 13P: BIORENTION BASIN 3A
Image
Pond 13P: BIORENTION BASIN 3A
Stage-Discharge
Image
===== PAGE 1388 =====
Pond 13P: BIORENTION BASIN 3A
Stage-Area-Storage
Image
===== PAGE 1389 =====
Hydrograph for Pond 13P: BIORENTION BASIN 3A
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.0093.300.00
1.000.0093.300.00
2.000.0093.300.00
3.000.0093.300.00
4.000.0093.300.00
5.000.0093.300.00
6.000.0093.300.00
7.000.0093.300.00
8.000.0093.300.00
9.000.0093.300.00
10.000.0093.300.00
11.000.0093.300.00
12.000.0093.300.00
13.000.0093.300.00
14.000.0093.300.00
15.000.0093.300.00
16.000.0093.300.00
17.000.0093.300.00
18.000.0093.300.00
19.000.0093.300.00
20.000.0093.300.00
21.000.0093.300.00
22.000.0093.300.00
23.000.0093.300.00
24.000.0093.300.00
25.000.0093.300.00
26.000.0093.300.00
27.000.0093.300.00
28.000.0093.300.00
29.000.0093.300.00
30.000.0093.300.00
31.000.0093.300.00
32.000.0093.300.00
33.000.0093.300.00
34.000.0093.300.00
35.000.0093.300.00
36.000.0093.300.00
37.000.0093.300.00
38.000.0093.300.00
39.000.0093.300.00
40.000.0093.300.00
41.000.0093.300.00
42.000.0093.300.00
43.000.0093.300.00
44.000.0093.300.00
45.000.0093.300.00
46.000.0093.300.00
47.000.0093.300.00
48.000.0093.300.00
49.000.0093.300.00
50.000.0093.300.00
51.000.0093.300.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.0093.300.00
53.000.0093.300.00
54.000.0093.300.00
55.000.0093.300.00
56.000.0093.300.00
57.000.0093.300.00
58.000.0093.300.00
59.000.0093.300.00
60.000.0093.300.00
61.000.0093.300.00
62.000.0093.300.00
63.000.0093.300.00
64.000.0093.300.00
65.000.0093.300.00
66.000.0093.300.00
67.000.0093.300.00
68.000.0093.300.00
69.000.0093.300.00
70.000.0093.300.00
71.000.0093.300.00
72.000.0093.300.00
===== PAGE 1390 =====
Stage-Discharge for Pond 13P: BIORENTION BASIN 3A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.300.0093.820.0094.340.11
93.310.0093.830.0094.350.11
93.320.0093.840.0094.360.11
93.330.0093.850.0094.370.11
93.340.0093.860.0194.380.11
93.350.0093.870.0194.390.11
93.360.0093.880.0194.400.12
93.370.0093.890.0194.410.12
93.380.0093.900.0294.420.12
93.390.0093.910.0294.430.12
93.400.0093.920.0294.440.12
93.410.0093.930.0394.450.12
93.420.0093.940.0394.460.12
93.430.0093.950.0394.470.12
93.440.0093.960.0494.480.12
93.450.0093.970.0494.490.13
93.460.0093.980.0594.500.13
93.470.0093.990.0594.510.18
93.480.0094.000.0594.520.28
93.490.0094.010.0594.530.40
93.500.0094.020.0694.540.55
93.510.0094.030.0694.550.72
93.520.0094.040.0694.560.90
93.530.0094.050.0694.571.10
93.540.0094.060.0694.581.32
93.550.0094.070.0794.591.55
93.560.0094.080.0794.601.79
93.570.0094.090.0794.612.05
93.580.0094.100.0794.622.31
93.590.0094.110.0794.632.59
93.600.0094.120.0894.642.88
93.610.0094.130.0894.653.18
93.620.0094.140.0894.663.49
93.630.0094.150.0894.673.81
93.640.0094.160.0894.684.14
93.650.0094.170.0894.694.48
93.660.0094.180.0994.704.83
93.670.0094.190.0994.715.18
93.680.0094.200.0994.725.55
93.690.0094.210.0994.735.92
93.700.0094.220.0994.746.30
93.710.0094.230.0994.756.69
93.720.0094.240.1094.767.09
93.730.0094.250.1094.777.49
93.740.0094.260.1094.787.91
93.750.0094.270.1094.798.33
93.760.0094.280.1094.808.75
93.770.0094.290.1094.818.86
93.780.0094.300.1094.828.87
93.790.0094.310.1094.838.88
93.800.0094.320.1194.848.89
93.810.0094.330.1194.858.91
Elevation (feet)Primary (cfs)
94.868.92
94.878.93
94.888.94
94.898.96
94.908.97
94.918.98
94.928.99
94.939.01
94.949.02
94.959.03
94.969.04
94.979.06
94.989.07
94.999.08
95.009.09
===== PAGE 1391 =====
Stage-Area-Storage for Pond 13P: BIORENTION BASIN 3A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
93.3077094.34724367
93.3287294.36742381
93.3496394.38760396
93.36106594.40778412
93.38116894.42796428
93.401261094.44814444
93.421351394.46832460
93.441451694.48850477
93.461551994.50868494
93.481642294.52886512
93.501742594.54904530
93.521842994.56922548
93.541943294.58940566
93.562033694.60958585
93.582134194.62976605
93.602234594.64994625
93.622325094.661,012645
93.642425494.681,030665
93.662525994.701,048686
93.682626494.721,066707
93.702717094.741,084728
93.722817594.761,103750
93.742918194.781,121773
93.763008794.801,139795
93.783109394.821,157818
93.803209994.841,175841
93.8233010694.861,193865
93.8433911294.881,211889
93.8634911994.901,229914
93.8835912694.921,247938
93.9036813494.941,265963
93.9237814194.961,283989
93.9438814994.981,3011,015
93.9639815795.001,3191,041
93.98407165
94.00417173
94.02435181
94.04453190
94.06471200
94.08489209
94.10507219
94.12525229
94.14543240
94.16561251
94.18579263
94.20597274
94.22615286
94.24633299
94.26652312
94.28670325
94.30688339
94.32706353
===== PAGE 1392 ===== ## Summary for Pond 14P: PERVIOUS PAVEMENT 3B
Inflow Area =8,712 sf,100.00% Impervious, Inflow Depth = 1.03" for NJDEP WQ event
Inflow =0.53 cfs @ 1.10 hrs, Volume= 751 cf
Outflow =0.09 cfs @ 1.45 hrs, Volume= 748 cf, Atten= 83%, Lag= 20.5 min
Primary =0.09 cfs @ 1.45 hrs, Volume= 748 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.22' @ 1.45 hrs Surf.Area= 2,963 sf Storage= 503 cf Plug-Flow detention time= 116.9 min calculated for 748 cf (100% of inflow) Center-of-Mass det. time= 117.2 min (188.5 - 71.3)
VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc)
2,296 cfTotal Available Storage
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.802,96300
95.302,9631,4821,482
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.00'12.0" Round Culvert L = 52.0 #x27; RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240 #x27;/ Cc = 0.900n= 0.011, Flow Area= 0.79 sf
Primary OutFlow Max=0.09 cfs @ 1.45 hrs HW=94.22' (Free Discharge) 3=Culvert (Passes 0.09 cfs of 6.21 cfs potential flow) 1=Orifice (Orifice Controls 0.09 cfs @ 2.72 fps) 2=Grate (Controls 0.00 cfs) ===== PAGE 1393 =====
Image
Pond 14P: PERVIOUS PAVEMENT 3B
Image
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ===== PAGE 1394 =====
Pond 14P: PERVIOUS PAVEMENT 3B
Image
Pond 14P: PERVIOUS PAVEMENT 3B
Stage-Area-Storage
Image
===== PAGE 1395 =====
Hydrograph for Pond 14P: PERVIOUS PAVEMENT 3B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.0243594.170.08
4.000.0011293.890.02
6.000.005493.850.00
8.000.003593.830.00
10.000.002693.820.00
12.000.002093.820.00
14.000.001793.810.00
16.000.001493.810.00
18.000.001293.810.00
20.000.001193.810.00
22.000.001093.810.00
24.000.00993.810.00
26.000.00893.810.00
28.000.00893.810.00
30.000.00793.810.00
32.000.00693.810.00
34.000.00693.810.00
36.000.00693.800.00
38.000.00593.800.00
40.000.00593.800.00
42.000.00593.800.00
44.000.00593.800.00
46.000.00493.800.00
48.000.00493.800.00
50.000.00493.800.00
52.000.00493.800.00
54.000.00493.800.00
56.000.00493.800.00
58.000.00393.800.00
60.000.00393.800.00
62.000.00393.800.00
64.000.00393.800.00
66.000.00393.800.00
68.000.00393.800.00
70.000.00393.800.00
72.000.00393.800.00
===== PAGE 1396 =====
Stage-Discharge for Pond 14P: PERVIOUS PAVEMENT 3B
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
93.800.0094.320.1194.840.58
93.810.0094.330.1194.850.74
93.820.0094.340.1194.860.93
93.830.0094.350.1194.871.13
93.840.0094.360.1194.881.35
93.850.0094.370.1194.891.58
93.860.0194.380.1194.901.82
93.870.0194.390.1194.912.07
93.880.0194.400.1294.922.34
93.890.0194.410.1294.932.62
93.900.0294.420.1294.942.91
93.910.0294.430.1294.953.21
93.920.0294.440.1294.963.52
93.930.0394.450.1294.973.84
93.940.0394.460.1294.984.17
93.950.0394.470.1294.994.50
93.960.0494.480.1295.004.85
93.970.0494.490.1395.015.21
93.980.0594.500.1395.025.57
93.990.0594.510.1395.035.95
94.000.0594.520.1395.046.33
94.010.0594.530.1395.056.72
94.020.0694.540.1395.067.11
94.030.0694.550.1395.077.46
94.040.0694.560.1395.087.47
94.050.0694.570.1395.097.48
94.060.0694.580.1395.107.50
94.070.0794.590.1495.117.51
94.080.0794.600.1495.127.52
94.090.0794.610.1495.137.53
94.100.0794.620.1495.147.54
94.110.0794.630.1495.157.55
94.120.0894.640.1495.167.56
94.130.0894.650.1495.177.57
94.140.0894.660.1495.187.58
94.150.0894.670.1495.197.60
94.160.0894.680.1495.207.61
94.170.0894.690.1595.217.62
94.180.0994.700.1595.227.63
94.190.0994.710.1595.237.64
94.200.0994.720.1595.247.65
94.210.0994.730.1595.257.66
94.220.0994.740.1595.267.67
94.230.0994.750.1595.277.68
94.240.1094.760.1595.287.69
94.250.1094.770.1595.297.70
94.260.1094.780.1595.307.72
94.270.1094.790.15
94.280.1094.800.16
94.290.1094.810.21
94.300.1094.820.31
94.310.1094.830.43
===== PAGE 1397 =====
Stage-Area-Storage for Pond 14P: PERVIOUS PAVEMENT 3B
Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)Elevation (feet)Storage (cubic-feet)
93.80094.3260194.84933
93.811294.3360694.85963
93.822494.3461094.86993
93.833694.3561594.871,022
93.844794.3661994.881,052
93.855994.3762494.891,081
93.867194.3862894.901,111
93.878394.3963394.911,141
93.889594.4063794.921,170
93.8910794.4164194.931,200
93.9011994.4264694.941,230
93.9113094.4365094.951,259
93.9214294.4465594.961,289
93.9315494.4565994.971,319
93.9416694.4666494.981,348
93.9517894.4766894.991,378
93.9619094.4867395.001,407
93.9720194.4967795.011,437
93.9821394.5068195.021,467
93.9922594.5168695.031,496
94.0023794.5269095.041,526
94.0124994.5369595.051,556
94.0226194.5469995.061,585
94.0327394.5570495.071,615
94.0428494.5670895.081,644
94.0529694.5771395.091,674
94.0630894.5871795.101,704
94.0732094.5972195.111,733
94.0833294.6072695.121,763
94.0934494.6173095.131,793
94.1035694.6273595.141,822
94.1136794.6373995.151,852
94.1237994.6474495.161,882
94.1339194.6574895.171,911
94.1440394.6675395.181,941
94.1541594.6775795.191,970
94.1642794.6876195.202,000
94.1743994.6976695.212,030
94.1845094.7077095.222,059
94.1946294.7177595.232,089
94.2047494.7277995.242,119
94.2148694.7378495.252,148
94.2249894.7478895.262,178
94.2351094.7579395.272,207
94.2452194.7679795.282,237
94.2553394.7780195.292,267
94.2654594.7880695.302,296
94.2755794.79810
94.2856994.80815
94.2958194.81844
94.3059394.82874
94.3159794.83904
===== PAGE 1398 ===== ## Summary for Pond 36P: BIORETENTION BASIN 1A
Inflow Area = 70,567 sf, 24.69% Impervious, Inflow Depth = 0.26" for NJDEP WQ event
Inflow = 1.19 cfs @ 1.09 hrs, Volume= 1,502 cf
Outflow = 0.00 cfs @ 2.07 hrs, Volume= 1 cf, Atten= 100%, Lag= 58.9 min
Primary = 0.00 cfs @ 2.07 hrs, Volume= 1 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 91.00' @ 2.27 hrs Surf.Area= 1,500 sf Storage= 1,502 cf
Plug-Flow detention time= 1,912.8 min calculated for 1 cf (0% of inflow)
Center-of-Mass det. time= 1,866.1 min ( 1,934.7 - 68.6 )
Volume Invert Avail.Storage Storage Description
#1 90.00'8,250 cfCustom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area (feet) (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
90.001,50000
95.501,5008,2508,250
Device Routing Invert Outlet Devices
#1 Device 391.00'2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads
#2 Device 395.00'48.0" x 48.0" Horiz. Grate C= 0.600
#3 Primary87.48'12.0" Round Culvert L= 27.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 87.48' / 87.00' S= 0.0178 ' / Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf
Primary OutFlow Max=0.00 cfs @ 2.07 hrs HW=91.00' (Free Discharge)
3=Culvert (Passes 0.00 cfs of 7.87 cfs potential flow)
1=Orifice (Orifice Controls 0.00 cfs @ 0.03 fps)
2=Grate ( Controls 0.00 cfs)
Image
Image
Culvert ===== PAGE 1399 =====
Pond 36P: BIORETENTION BASIN 1A
Image
Pond 36P: BIORETENTION BASIN 1A
Image
===== PAGE 1400 =====
Pond 36P: BIORETENTION BASIN 1A
Stage-Area-Storage
Image
===== PAGE 1401 =====
Hydrograph for Pond 36P: BIORETENTION BASIN 1A
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00090.000.00
2.000.041,49391.000.00
4.000.001,50291.000.00
6.000.001,50291.000.00
8.000.001,50291.000.00
10.000.001,50291.000.00
12.000.001,50291.000.00
14.000.001,50291.000.00
16.000.001,50291.000.00
18.000.001,50291.000.00
20.000.001,50291.000.00
22.000.001,50291.000.00
24.000.001,50291.000.00
26.000.001,50291.000.00
28.000.001,50291.000.00
30.000.001,50291.000.00
32.000.001,50291.000.00
34.000.001,50291.000.00
36.000.001,50291.000.00
38.000.001,50291.000.00
40.000.001,50291.000.00
42.000.001,50291.000.00
44.000.001,50291.000.00
46.000.001,50291.000.00
48.000.001,50291.000.00
50.000.001,50291.000.00
52.000.001,50291.000.00
54.000.001,50291.000.00
56.000.001,50291.000.00
58.000.001,50291.000.00
60.000.001,50291.000.00
62.000.001,50291.000.00
64.000.001,50191.000.00
66.000.001,50191.000.00
68.000.001,50191.000.00
70.000.001,50191.000.00
72.000.001,50191.000.00
===== PAGE 1402 ===== ## Stage-Discharge for Pond 36P: BIORETENTION BASIN 1A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
90.000.0092.600.20
90.050.0092.650.20
90.100.0092.700.21
90.150.0092.750.21
90.200.0092.800.21
90.250.0092.850.22
90.300.0092.900.22
90.350.0092.950.22
90.400.0093.000.23
90.450.0093.050.23
90.500.0093.100.23
90.550.0093.150.23
90.600.0093.200.24
90.650.0093.250.24
90.700.0093.300.24
90.750.0093.350.25
90.800.0093.400.25
90.850.0093.450.25
90.900.0093.500.25
90.950.0093.550.26
91.000.0093.600.26
91.050.0093.650.26
91.100.0293.700.26
91.150.0393.750.27
91.200.0593.800.27
91.250.0693.850.27
91.300.0793.900.27
91.350.0893.950.28
91.400.0994.000.28
91.450.1094.050.28
91.500.1094.100.28
91.550.1194.150.29
91.600.1294.200.29
91.650.1294.250.29
91.700.1394.300.29
91.750.1394.350.30
91.800.1494.400.30
91.850.1494.450.30
91.900.1594.500.30
91.950.1594.550.30
92.000.1694.600.31
92.050.1694.650.31
92.100.1694.700.31
92.150.1794.750.31
92.200.1794.800.32
92.250.1894.850.32
92.300.1894.900.32
92.350.1894.950.32
92.400.1995.000.32
92.450.1995.050.91
92.500.1995.101.98
92.550.2095.153.37
Elevation (feet)Primary (cfs)
95.205.01
95.256.87
95.308.93
95.3511.17
95.4012.37
95.4512.41
95.5012.45
===== PAGE 1403 =====
Stage-Area-Storage for Pond 36P: BIORETENTION BASIN 1A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
90.001,5000
90.101,500150
90.201,500300
90.301,500450
90.401,500600
90.501,500750
90.601,500900
90.701,5001,050
90.801,5001,200
90.901,5001,350
91.001,5001,500
91.101,5001,650
91.201,5001,800
91.301,5001,950
91.401,5002,100
91.501,5002,250
91.601,5002,400
91.701,5002,550
91.801,5002,700
91.901,5002,850
92.001,5003,000
92.101,5003,150
92.201,5003,300
92.301,5003,450
92.401,5003,600
92.501,5003,750
92.601,5003,900
92.701,5004,050
92.801,5004,200
92.901,5004,350
93.001,5004,500
93.101,5004,650
93.201,5004,800
93.301,5004,950
93.401,5005,100
93.501,5005,250
93.601,5005,400
93.701,5005,550
93.801,5005,700
93.901,5005,850
94.001,5006,000
94.101,5006,150
94.201,5006,300
94.301,5006,450
94.401,5006,600
94.501,5006,750
94.601,5006,900
94.701,5007,050
94.801,5007,200
94.901,5007,350
95.001,5007,500
95.101,5007,650
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
95.201,5007,800
95.301,5007,950
95.401,5008,100
95.501,5008,250
===== PAGE 1404 =====
Image
# Analysis - Proposed Conditions NJ DEP 2-hr NJDEP WQ Rainfall=1.25" Prepared by Civil Core Consulting Printed 12/19/2025 HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 45 ## Summary for Pond 45P: BIORENTION BASIN 2A
Inflow Area =18,731 sf,0.00% Impervious, Inflow Depth = 0.00" for NJDEP WQ event
Inflow =0.00 cfs @0.00 hrs, Volume= 0 cf
Outflow =0.00 cfs @0.00 hrs, Volume= 0 cf, Atten= 0%, Lag= 0.0 min
Primary =0.00 cfs @0.00 hrs, Volume= 0 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.30' @ 0.00 hrs Surf.Area= 63 sf Storage= 0 cf Plug-Flow detention time = (not calculated: initial storage exceeds outflow) Center-of-Mass det. time = (not calculated: no inflow)
VolumeInvertAvail.StorageStorage Description
#194.30'307 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
94.306300
95.001487474
96.00319234307
DeviceRoutingInvertOutlet Devices
#1Device 394.80'5.0" Vert. Orifice C = 0.600Limited to weir flow at low heads
#2Device 395.50'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.03'12.0" Round Culvert\n L = 30.0 #x27; RCP, groove end projecting, Ke = 0.200\nInlet / Outlet Invert= $ 92.03'/91.65' $ S = 0.0127 #x27;/ #x27; Cc = 0.900\n n = 0.012 Concrete pipe, finished, Flow Area= $ 0.79 $ sf
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=94.30' (Free Discharge)\n uparrow3=Culvert (Passes 0.00 cfs of 5.72 cfs potential flow)\n uparrow1=Orifice ( Controls 0.00 cfs)\n—2=Grate ( Controls 0.00 cfs)
Culvert ===== PAGE 1405 =====
Pond 45P: BIORENTION BASIN 2A
Image
Pond 45P: BIORENTION BASIN 2A
Stage-Discharge
Image
===== PAGE 1406 =====
Pond 45P: BIORENTION BASIN 2A
Stage-Area-Storage
Image
===== PAGE 1407 =====
Hydrograph for Pond 45P: BIORENTION BASIN 2A
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
0.000.0094.300.00
1.000.0094.300.00
2.000.0094.300.00
3.000.0094.300.00
4.000.0094.300.00
5.000.0094.300.00
6.000.0094.300.00
7.000.0094.300.00
8.000.0094.300.00
9.000.0094.300.00
10.000.0094.300.00
11.000.0094.300.00
12.000.0094.300.00
13.000.0094.300.00
14.000.0094.300.00
15.000.0094.300.00
16.000.0094.300.00
17.000.0094.300.00
18.000.0094.300.00
19.000.0094.300.00
20.000.0094.300.00
21.000.0094.300.00
22.000.0094.300.00
23.000.0094.300.00
24.000.0094.300.00
25.000.0094.300.00
26.000.0094.300.00
27.000.0094.300.00
28.000.0094.300.00
29.000.0094.300.00
30.000.0094.300.00
31.000.0094.300.00
32.000.0094.300.00
33.000.0094.300.00
34.000.0094.300.00
35.000.0094.300.00
36.000.0094.300.00
37.000.0094.300.00
38.000.0094.300.00
39.000.0094.300.00
40.000.0094.300.00
41.000.0094.300.00
42.000.0094.300.00
43.000.0094.300.00
44.000.0094.300.00
45.000.0094.300.00
46.000.0094.300.00
47.000.0094.300.00
48.000.0094.300.00
49.000.0094.300.00
50.000.0094.300.00
51.000.0094.300.00
Time (hours)Inflow (cfs)Elevation (feet)Primary (cfs)
52.000.0094.300.00
53.000.0094.300.00
54.000.0094.300.00
55.000.0094.300.00
56.000.0094.300.00
57.000.0094.300.00
58.000.0094.300.00
59.000.0094.300.00
60.000.0094.300.00
61.000.0094.300.00
62.000.0094.300.00
63.000.0094.300.00
64.000.0094.300.00
65.000.0094.300.00
66.000.0094.300.00
67.000.0094.300.00
68.000.0094.300.00
69.000.0094.300.00
70.000.0094.300.00
71.000.0094.300.00
72.000.0094.300.00
===== PAGE 1408 =====
Stage-Discharge for Pond 45P: BIORENTION BASIN 2A
Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)Elevation (feet)Primary (cfs)
94.300.0094.820.0095.340.38
94.310.0094.830.0095.350.38
94.320.0094.840.0095.360.39
94.330.0094.850.0195.370.39
94.340.0094.860.0195.380.40
94.350.0094.870.0195.390.41
94.360.0094.880.0295.400.41
94.370.0094.890.0295.410.42
94.380.0094.900.0395.420.42
94.390.0094.910.0395.430.43
94.400.0094.920.0495.440.43
94.410.0094.930.0495.450.44
94.420.0094.940.0595.460.44
94.430.0094.950.0695.470.45
94.440.0094.960.0795.480.45
94.450.0094.970.0795.490.46
94.460.0094.980.0895.500.46
94.470.0094.990.0995.510.52
94.480.0095.000.1095.520.62
94.490.0095.010.1195.530.75
94.500.0095.020.1295.540.90
94.510.0095.030.1395.551.07
94.520.0095.040.1495.561.26
94.530.0095.050.1595.571.46
94.540.0095.060.1695.581.68
94.550.0095.070.1795.591.91
94.560.0095.080.1895.602.16
94.570.0095.090.1995.612.42
94.580.0095.100.2095.622.69
94.590.0095.110.2195.632.97
94.600.0095.120.2295.643.26
94.610.0095.130.2395.653.57
94.620.0095.140.2495.663.88
94.630.0095.150.2595.674.20
94.640.0095.160.2695.684.53
94.650.0095.170.2795.694.88
94.660.0095.180.2795.705.23
94.670.0095.190.2895.715.58
94.680.0095.200.2995.725.95
94.690.0095.210.3095.736.33
94.700.0095.220.3095.746.71
94.710.0095.230.3195.757.11
94.720.0095.240.3295.767.51
94.730.0095.250.3295.777.87
94.740.0095.260.3395.787.88
94.750.0095.270.3495.797.89
94.760.0095.280.3495.807.90
94.770.0095.290.3595.817.92
94.780.0095.300.3595.827.93
94.790.0095.310.3695.837.94
94.800.0095.320.3795.847.95
94.810.0095.330.3795.857.97
Elevation (feet)Primary (cfs)
95.867.98
95.877.99
95.888.00
95.898.02
95.908.03
95.918.04
95.928.05
95.938.07
95.948.08
95.958.09
95.968.10
95.978.12
95.988.13
95.998.14
96.008.15
===== PAGE 1409 =====
Stage-Area-Storage for Pond 45P: BIORENTION BASIN 2A
Elevation (feet)Surface (sq-ft)Storage (cubic-feet)Elevation (feet)Surface (sq-ft)Storage (cubic-feet)
94.3063095.34206134
94.3265195.36210138
94.3468395.38213142
94.3670495.40216147
94.3873595.42220151
94.4075795.44223156
94.4278895.46227160
94.44801095.48230165
94.46821295.50234169
94.48851395.52237174
94.50871595.54240179
94.52901795.56244184
94.54921995.58247188
94.56952095.60251193
94.58972295.62254198
94.60992495.64257204
94.621022695.66261209
94.641042895.68264214
94.661073195.70268219
94.681093395.72271225
94.701123595.74275230
94.721143795.76278236
94.741163995.78281241
94.761194295.80285247
94.781214495.82288253
94.801244795.84292258
94.821264995.86295264
94.841295295.88298270
94.861315495.90302276
94.881335795.92305282
94.901366095.94309289
94.921386295.96312295
94.941416595.98316301
94.961436896.00319307
94.9814671
95.0014874
95.0215177
95.0415580
95.0615883
95.0816286
95.1016590
95.1216993
95.1417296
95.16175100
95.18179103
95.20182107
95.22186111
95.24189114
95.26192118
95.28196122
95.30199126
95.32203130
===== PAGE 1410 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 51
Events for Subcatchment 18S: DA-P1 PERVOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
NJDEP WQ1.250.0000.00
===== PAGE 1411 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 52
Events for Subcatchment 19S: DA-P1 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
NJDEP WQ1.251.191,5021.03
===== PAGE 1412 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 53
Events for Subcatchment 20S: DA-P2 PERVOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
NJDEP WQ1.250.0000.00
===== PAGE 1413 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 54
Events for Subcatchment 22S: DA-P2 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
NJDEP WQ1.250.597141.03
===== PAGE 1414 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 55
Events for Subcatchment 23S: DA-P3 PERVOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
NJDEP WQ1.250.0000.00
===== PAGE 1415 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 56
Events for Subcatchment 24S: DA-P3 IMPERVIOUS
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
NJDEP WQ1.250.537511.03
===== PAGE 1416 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 57
Events for Pond 12P: PERVIOUS PAVEMENT 2B
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
NJDEP WQ0.590.0994.20487
===== PAGE 1417 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 58
Events for Pond 13P: BIORENTION BASIN 3A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
NJDEP WQ0.000.0093.300
===== PAGE 1418 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 59
Events for Pond 14P: PERVIOUS PAVEMENT 3B
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
NJDEP WQ0.530.0994.22503
===== PAGE 1419 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\textregistered 10.20-8a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 60
Events for Pond 36P: BIORETENTION BASIN 1A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
NJDEP WQ1.190.0091.001,502
===== PAGE 1420 =====
Analysis - Proposed ConditionsMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 12/19/2025
HydroCAD\circledR 10.20-8a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 61
Events for Pond 45P: BIORENTION BASIN 2A
EventInflow (cfs)Primary (cfs)Elevation (feet)Storage (cubic-feet)
NJDEP WQ0.000.0094.300
===== PAGE 1421 ===== ## TABLE OF CONTENTS ## Project Reports 1 Routing Diagram 2 Project Notes 3 Rainfall Events Listing (selected events) 4 Area Listing (selected nodes) 5 Soil Listing (selected nodes) 6 Ground Covers (selected nodes) 7 Pipe Listing (selected nodes) ## NJDEP WQ Event 8 Node Listing 9 Subcat 18S: DA-P1 PERVIOUS 11 Subcat 19S: DA-P1 IMPERVIOUS 13 Subcat 20S: DA-P2 PERVIOUS 15 Subcat 22S: DA-P2 IMPERVIOUS 19 Subcat 24S: DA-P3 IMPERVIOUS 21 Pond 12P: PERVIOUS PAVEMENT 2B 27 Pond 13P: BIORENTION BASIN 3A 33 Pond 14P: PERVIOUS PAVEMENT 3B 39 Pond 36P: BIORETENTION BASIN 1A 45 Pond 45P: BIORENTION BASIN 2A ## Multi-Event Tables 51 Subcat 18S: DA-P1 PERVIOUS 52 Subcat 19S: DA-P1 IMPERVIOUS 53 Subcat 20S: DA-P2 PERVIOUS 54 Subcat 22S: DA-P2 IMPERVIOUS 55 Subcat 23S: DA-P3 PERVIOUS 56 Subcat 24S: DA-P3 IMPERVIOUS 57 Pond 12P: PERVIOUS PAVEMENT 2B 58 Pond 13P: BIORENTION BASIN 3A 59 Pond 14P: PERVIOUS PAVEMENT 3B 60 Pond 36P: BIORETENTION BASIN 1A 61 Pond 45P: BIORENTION BASIN 2A ===== PAGE 1422 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix F – County ROW Improvements ===== PAGE 1423 ===== County Analysis
Image
35S COUNTY SYSTEM County Basin-1
Image
===== PAGE 1424 ===== ## Project Notes Rainfall events imported from "240214_Analysis.hcp" ===== PAGE 1425 =====
Analysis - County
Prepared by Civil Core ConsultingPrinted 10/24/2025
HydroCAD\circledR 10.20-7a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 3
Rainfall Events Listing (selected events)
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YR-CNOAA 24-hrDDefault24.0013.422
===== PAGE 1426 =====
Area Listing (all nodes)
Area (sq-ft)CNDescription (subcatchment-numbers)
2,61439>75% Grass cover, Good, HSG A (35S)
5,66398Paved parking, HSG A (35S)
8,27679TOTAL AREA
===== PAGE 1427 =====
Soil Listing (all nodes)
Area (sq-ft)Soil GroupSubcatchment Numbers
8,276HSG A35S
0HSG B
0HSG C
0HSG D
0Other
8,276TOTAL AREA
===== PAGE 1428 =====
Analysis - County
Prepared by Civil Core ConsultingPrinted 10/24/2025
HydroCAD\textregistered 10.20-7a s/n 13637© 2025 HydroCAD Software Solutions LLCPage 6
Ground Covers (all nodes)
HSG-A (sq-ft)HSG-B (sq-ft)HSG-C (sq-ft)HSG-D (sq-ft)Other (sq-ft)Total (sq-ft)Ground Cover
2,61400002,614>75% Grass cover, Good
5,66300005,663Paved parking
8,27600008,276TOTAL AREA
===== PAGE 1429 ===== Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 35S: COUNTY SYSTEM Runoff Area=0.190 ac 68.42% Impervious Runoff Depth=2.18" Flow Length=276' Slope=0.0100'/' Tc=2.3 min CN=39/98 Runoff=0.44 cfs 1,505 cf Pond CB-1: County Basin-1 Peak Elev=88.91' Storage=0.009 af Inflow=0.44 cfs 1,505 cf Outflow=0.06 cfs 1,505 cf Total Runoff Area = 8,276 sf Runoff Volume = 1,505 cf Average Runoff Depth = 2.18" 31.58% Pervious = 2,614 sf 68.42% Impervious = 5,663 sf ===== PAGE 1430 ===== # Summary for Subcatchment 35S: COUNTY SYSTEM Runoff = 0.44 cfs @ 12.11 hrs, Volume= Routed to Pond CB-1 : County Basin-1 1,505 cf, Depth= 2.18" Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 2 YR-C Rainfall=3.42"
Area (ac)CNDescription
0.13098Paved parking, HSG A
0.06039>75% Grass cover, Good, HSG A
0.19079Weighted Average
0.0603931.58% Pervious Area
0.1309868.42% Impervious Area
Tc (min)Length (feet)Slope (ft/ft)Velocity (ft/sec)
2.32760.01002.03
Paved Kv= 20.3 fps Subcatchment 35S: COUNTY SYSTEM
Subcatchment 35S: COUNTY SYSTEM
Hydrograph
Image
Runoff ===== PAGE 1431 =====
Hydrograph for Subcatchment 35S: COUNTY SYSTEM
Time (hours)Precip. (inches)Perv.Excess (inches)Imp.Excess (inches)Runoff (cfs)
0.000.000.000.000.00
2.000.080.000.010.00
4.000.180.000.060.00
6.000.290.000.140.01
8.000.440.000.270.01
10.000.680.000.480.02
12.001.640.001.420.26
14.002.740.002.510.02
16.002.980.002.740.01
18.003.130.002.900.01
20.003.240.003.010.01
22.003.340.003.100.01
24.003.420.013.190.01
26.003.420.013.190.00
28.003.420.013.190.00
30.003.420.013.190.00
32.003.420.013.190.00
34.003.420.013.190.00
36.003.420.013.190.00
38.003.420.013.190.00
40.003.420.013.190.00
42.003.420.013.190.00
44.003.420.013.190.00
46.003.420.013.190.00
48.003.420.013.190.00
50.003.420.013.190.00
52.003.420.013.190.00
54.003.420.013.190.00
56.003.420.013.190.00
58.003.420.013.190.00
60.003.420.013.190.00
62.003.420.013.190.00
64.003.420.013.190.00
66.003.420.013.190.00
68.003.420.013.190.00
70.003.420.013.190.00
72.003.420.013.190.00
===== PAGE 1432 ===== ## Summary for Pond CB-1: County Basin-1 Inflow Area = 8,276 sf, 68.42% Impervious, Inflow Depth = 2.18" for 2 YR-C event Inflow = 0.44 cfs @ 12.11 hrs, Volume= 1,505 cf Outflow = 0.06 cfs @ 11.57 hrs, Volume= 1,505 cf, Atten= 87%, Lag= 0.0 min Discarded = 0.06 cfs @ 11.57 hrs, Volume= 1,505 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 88.91' @ 12.67 hrs Surf.Area= 0.006 ac Storage= 0.009 af Plug-Flow detention time= 37.2 min calculated for 1,505 cf (100% of inflow) Center-of-Mass det. time= 37.2 min (792.4 - 755.3)
VolumeInvertAvail.StorageStorage Description
#1A86.00'0.005 af4.00'W x 61.67'L x 3.00'H Field A
0.017 af Overall - 0.005 af Embedded = 0.012 af x 40.0% Voids
#2A86.33'0.004 afADS N-12 24" x 3 Inside #1
Inside = 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf
Outside = 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf
0.009 af Total Available Storage ## Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded86.00'10.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.06 cfs @ 11.57 hrsHW=86.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.06 cfs)
Pond CB-1: County Basin-1Exfiltration
===== PAGE 1433 ===== ## Pond CB-1: County Basin-1 - Chamber Wizard Field A Chamber Model = ADS N-12 24" (ADS N-12® Pipe) Inside= 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf Outside= 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf 3 Chambers/Row x 20.00' Long = 60.00' Row Length +10.0" End Stone x 2 = 61.67' Base Length 1 Rows x 28.0" Wide + 10.0" Side Stone x 2 = 4.00' Base Width 4.0" Stone Base + 28.0" Chamber Height + 4.0" Stone Cover = 3.00' Field Height 3 Chambers x 62.0 cf = 186.0 cf Chamber Storage 3 Chambers x 78.4 cf = 235.2 cf Displacement 740.0 cf Field - 235.2 cf Chambers = 504.8 cf Stone x 40.0% Voids = 201.9 cf Stone Storage Chamber Storage + Stone Storage = 387.9 cf = 0.009 af Overall Storage Efficiency = 52.4% Overall System Size = 61.67' x 4.00' x 3.00' 3 Chambers 27.4 cy Field 18.7 cy Stone
Image
Image
===== PAGE 1434 =====
Pond CB-1: County Basin-1
Image
Pond CB-1: County Basin-1
Stage-Discharge
Image
===== PAGE 1435 =====
Pond CB-1: County Basin-1
Stage-Area-Storage
Image
0 0.000 0.001 0.001 0.002 0.002 0.003 0.003 0.004 0.004 0.005 0.005 0.006 0.006 0.007 0.007 0.008 0.009 Storage (acre-feet) ===== PAGE 1436 =====
Hydrograph for Pond CB-1: County Basin-1
Time (hours)Inflow (cfs)Storage (acre-feet)Elevation (feet)Discarded (cfs)
0.000.000.00086.000.00
2.000.000.00086.000.00
4.000.000.00086.000.00
6.000.010.00086.000.01
8.000.010.00086.000.01
10.000.020.00086.000.02
12.000.260.00386.990.06
14.000.020.00687.950.06
16.000.010.00086.000.01
18.000.010.00086.000.01
20.000.010.00086.000.01
22.000.010.00086.000.01
24.000.010.00086.000.01
26.000.000.00086.000.00
28.000.000.00086.000.00
30.000.000.00086.000.00
32.000.000.00086.000.00
34.000.000.00086.000.00
36.000.000.00086.000.00
38.000.000.00086.000.00
40.000.000.00086.000.00
42.000.000.00086.000.00
44.000.000.00086.000.00
46.000.000.00086.000.00
48.000.000.00086.000.00
50.000.000.00086.000.00
52.000.000.00086.000.00
54.000.000.00086.000.00
56.000.000.00086.000.00
58.000.000.00086.000.00
60.000.000.00086.000.00
62.000.000.00086.000.00
64.000.000.00086.000.00
66.000.000.00086.000.00
68.000.000.00086.000.00
70.000.000.00086.000.00
72.000.000.00086.000.00
===== PAGE 1437 =====
Stage-Discharge for Pond CB-1: County Basin-1
Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)Elevation (feet)Discarded (cfs)
86.000.0087.040.0688.080.06
86.020.0687.060.0688.100.06
86.040.0687.080.0688.120.06
86.060.0687.100.0688.140.06
86.080.0687.120.0688.160.06
86.100.0687.140.0688.180.06
86.120.0687.160.0688.200.06
86.140.0687.180.0688.220.06
86.160.0687.200.0688.240.06
86.180.0687.220.0688.260.06
86.200.0687.240.0688.280.06
86.220.0687.260.0688.300.06
86.240.0687.280.0688.320.06
86.260.0687.300.0688.340.06
86.280.0687.320.0688.360.06
86.300.0687.340.0688.380.06
86.320.0687.360.0688.400.06
86.340.0687.380.0688.420.06
86.360.0687.400.0688.440.06
86.380.0687.420.0688.460.06
86.400.0687.440.0688.480.06
86.420.0687.460.0688.500.06
86.440.0687.480.0688.520.06
86.460.0687.500.0688.540.06
86.480.0687.520.0688.560.06
86.500.0687.540.0688.580.06
86.520.0687.560.0688.600.06
86.540.0687.580.0688.620.06
86.560.0687.600.0688.640.06
86.580.0687.620.0688.660.06
86.600.0687.640.0688.680.06
86.620.0687.660.0688.700.06
86.640.0687.680.0688.720.06
86.660.0687.700.0688.740.06
86.680.0687.720.0688.760.06
86.700.0687.740.0688.780.06
86.720.0687.760.0688.800.06
86.740.0687.780.0688.820.06
86.760.0687.800.0688.840.06
86.780.0687.820.0688.860.06
86.800.0687.840.0688.880.06
86.820.0687.860.0688.900.06
86.840.0687.880.0688.920.06
86.860.0687.900.0688.940.06
86.880.0687.920.0688.960.06
86.900.0687.940.0688.980.06
86.920.0687.960.0689.000.06
86.940.0687.980.06
86.960.0688.000.06
86.980.0688.020.06
87.000.0688.040.06
87.020.0688.060.06
===== PAGE 1438 =====
Stage-Area-Storage for Pond CB-1: County Basin-1
Elevation (feet)Surface (acres)Storage (acre-feet)
86.000.0060.000
86.050.0060.000
86.100.0060.000
86.150.0060.000
86.200.0060.000
86.250.0060.001
86.300.0060.001
86.350.0060.001
86.400.0060.001
86.450.0060.001
86.500.0060.001
86.550.0060.001
86.600.0060.001
86.650.0060.001
86.700.0060.002
86.750.0060.002
86.800.0060.002
86.850.0060.002
86.900.0060.002
86.950.0060.002
87.000.0060.003
87.050.0060.003
87.100.0060.003
87.150.0060.003
87.200.0060.003
87.250.0060.004
87.300.0060.004
87.350.0060.004
87.400.0060.004
87.450.0060.004
87.500.0060.004
87.550.0060.005
87.600.0060.005
87.650.0060.005
87.700.0060.005
87.750.0060.005
87.800.0060.006
87.850.0060.006
87.900.0060.006
87.950.0060.006
88.000.0060.006
88.050.0060.006
88.100.0060.007
88.150.0060.007
88.200.0060.007
88.250.0060.007
88.300.0060.007
88.350.0060.007
88.400.0060.008
88.450.0060.008
88.500.0060.008
88.550.0060.008
Elevation (feet)Surface (acres)Storage (acre-feet)
88.600.0060.008
88.650.0060.008
88.700.0060.008
88.750.0060.008
88.800.0060.008
88.850.0060.009
88.900.0060.009
88.950.0060.009
89.000.0060.009
===== PAGE 1439 =====
Analysis - CountyMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 10/24/2025
HydroCAD\textregistered 10.20-7a s/n 13637\circledR 2025 HydroCAD Software Solutions LLCPage 1st
Events for Subcatchment 35S: COUNTY SYSTEM
EventRainfall (inches)Runoff (cfs)Volume (cubic-feet)Depth (inches)
2 YR-C3.420.441,5052.18
===== PAGE 1440 =====
Analysis - CountyMulti-Event Tables
Prepared by Civil Core ConsultingPrinted 10/24/2025
HydroCAD\circledR 10.20-7a s/n 13637\circledC 2025 HydroCAD Software Solutions LLCPage 18
Events for Pond CB-1: County Basin-1
EventInflow (cfs)Discarded (cfs)Elevation (feet)Storage (acre-feet)
2 YR-C0.440.0688.910.009
===== PAGE 1441 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix G – Groundwater Mounding Analysis ===== PAGE 1442 =====
Groundwater Mounding-Duration of Infiltration Period
BasinSubsurface Infiltration Basin 1
Volume (cf)29874
Infiltration Area (sf)2475
Recharge Rate (in/hr)10
Duration of infiltration period, t (hr) = (Volume of runoff to be infiltrated (cf) × 12 in/ft)/(Infiltration area (sf) × Recharge rate (in/hr))ft
Duration of Infiltration Period14.48
Groundwater Mounding-Duration of Infiltration Period
BasinInfiltration Basin 2
Volume (cf)9837
Infiltration Area (sf)520
Recharge Rate (in/hr)4.95
Duration of infiltration period, t (hr) = (Volume of runoff to be infiltrated (cf) × 12 in/ft)/(Infiltration area (sf) × Recharge rate (in/hr))
Duration of Infiltration Period45.86
BasinInfiltration Basin 3
Volume (cf)12583
Infiltration Area (sf)1150
Recharge Rate (in/hr)10
Duration of infiltration period, t (hr) = (Volume of runoff to be infiltrated (cf) × 12 in/ft)/(Infiltration area (sf) × Recharge rate (in/hr))
===== PAGE 1443 =====
BasinSubsurface Infiltration Basin Lot 1
Volume (cf)1722
Infiltration Area (sf)566.28
Recharge Rate (in/hr)2.45
Duration of infiltration period, t (hr) =Volume of runoff to be infiltrated (cf) x 12 in/ft Infiltration area (sf) x Recharge rate (in/hr)
Duration of Infiltration Period14.89
BasinSubsurface Infiltration Basin Lot 2
Volume (cf)1722
Infiltration Area (sf)392.04
Recharge Rate (in/hr)7.85
Duration of infiltration period, t (hr) =Volume of runoff to be infiltrated (cf) x 12 in/ft Infiltration area (sf) x Recharge rate (in/hr)
Duration of Infiltration Period6.71
BasinSubsurface Infiltration Basin Lot 9
Volume (cf)1722
Infiltration Area (sf)348.48
Recharge Rate (in/hr)8
Image
===== PAGE 1444 =====
BasinSubsurface Infiltration Basin Lot 10
Volume (cf)1722
Infiltration Area (sf)348.48
Recharge Rate (in/hr)10
Duration of infiltration period, t (hr) =Volume of runoff to be infiltrated (cf) x 12 in/ft Infiltration area (sf) x Recharge rate (in/hr)
Duration of Infiltration Period5.93
BasinSubsurface Infiltration Basin Lot 3
Volume (cf)1722
Infiltration Area (sf)479.16
Recharge Rate (in/hr)4.05
Duration of infiltration period, t (hr) =Volume of runoff to be infiltrated (cf) x 12 in/ft Infiltration area (sf) x Recharge rate (in/hr)
Duration of Infiltration Period10.65
BasinSubsurface Infiltration Basin Lot 4
Volume (cf)1722
Infiltration Area (sf)479.16
Recharge Rate (in/hr)4.05
Image
Duration of Infiltration Period ===== PAGE 1445 =====
BasinSubsurface Infiltration Basin Lot 6
Volume (cf)1722
Infiltration Area (sf)348.48
Recharge Rate (in/hr)8.45
Duration of infiltration period, t (hr) =Volume of runoff to be infiltrated (cf) x 12 in/ft Infiltration area (sf) x Recharge rate (in/hr)
Duration of Infiltration P7.02
BasinSubsurface Infiltration Basin Lot 7
Volume (cf)1722
Infiltration Area (sf)348.48
Recharge Rate (in/hr)10
Duration of infiltration period, t (hr) =Volume of runoff to be infiltrated (cf) x 12 in/ft Infiltration area (sf) x Recharge rate (in/hr)
Duration of Infiltration P5.93
BasinSubsurface Infiltration Basin Lot 8
Volume (cf)1722
Infiltration Area (sf)348.48
Recharge Rate (in/hr)10
Image
Duration of Infiltration P ===== PAGE 1446 =====
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1447 =====
Input Values
7.85RRecharge rate (permeability rate) (in/hr)
Specific yield, Sy (dimensionless)
0.150Sydefault value is 0.15; max value is 0.2 provided that a lab test data is submitted
Horizontal hydraulic conductivity (in/hr)
39.25KhKh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan
24.670x1/2 length of basin (x direction, in feet)
3.830y1/2 width of basin (y direction, in feet)
6.71tDuration of infiltration period (hours)
34.00hi(0)Initial thickness of saturated zone (feet)
Imageh(max)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)
Δ h (max)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Ground-waterDistance from center of basin in x
Mounding, in feetdirection, in feet
0.8200
0.79210
0.69420
0.51230
0.39340
0.31250
0.25260
0.20570
0.16880
0.13790
Re-Calculate Now
0102030405060708090100
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1448 =====
Input Values
10.00RRecharge rate (permeability rate) (in/hr)Specific yield, Sy (dimensionless)
0.150Sydefault value is 0.15; max value is 0.2 provided that a lab test data is submittedHorizontal hydraulic conductivity (in/hr)
50.00KhKh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan1/2 length of basin (x direction, in feet)
22.670x1/2 width of basin (y direction, in feet)1/2 width of basin (y direction, in feet)
3.830yDuration of infiltration period (hours)Initial thickness of saturated zone (feet)
5.93tMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
34.00hi(0)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Imageh(max)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Ground-waterDistance from center of basin in xMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Mounding, in feetdirection, in feetMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
0.79600.796
0.765100.765
0.654200.654
0.482300.482
0.376400.376
0.303500.303
0.248600.248
0.204700.204
0.169800.169
0.140900.140
Re-Calculate Now
0102030
40405060
60708090
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1449 =====
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1450 =====
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1451 =====
Input Values
10.00RRecharge rate (permeability rate) (in/hr)Specific yield, Sy (dimensionless)
0.150Sydefault value is 0.15; max value is 0.2 provided that a lab test data is submittedHorizontal hydraulic conductivity (in/hr)
50.00KhKh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan1/2 length of basin (x direction, in feet)
22.670x1/2 width of basin (y direction, in feet)1/2 width of basin (y direction, in feet)
3.830yDuration of infiltration period (hours)Initial thickness of saturated zone (feet)
5.93tMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
34.00hi(0)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Imageh(max)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Ground-waterDistance from center of basin in xMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Mounding, in feetdirection, in feetMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
0.79600.796
0.765100.765
0.654200.654
0.482300.482
0.376400.376
0.303500.303
0.248600.248
0.204700.204
0.169800.169
0.140900.140
Re-Calculate Now
0102030
40405060
60708090
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1452 =====
Input Values
10.00RRecharge rate (permeability rate) (in/hr)Specific yield, Sy (dimensionless)
0.150Sydefault value is 0.15; max value is 0.2 provided that a lab test data is submittedHorizontal hydraulic conductivity (in/hr)
50.00KhKh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan1/2 length of basin (x direction, in feet)
22.670x1/2 width of basin (y direction, in feet)1/2 width of basin (y direction, in feet)
3.830yDuration of infiltration period (hours)Initial thickness of saturated zone (feet)
5.93tMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
34.00hi(0)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Imageh(max)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Ground-waterDistance from center of basin in xMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Mounding, in feetdirection, in feetMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
0.79600.796
0.765100.765
0.654200.654
0.482300.482
0.376400.376
0.303500.303
0.248600.248
0.204700.204
0.169800.169
0.140900.140
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1453 =====
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1454 =====
Input Values
10.00RRecharge rate (permeability rate) (in/hr)Specific yield, Sy (dimensionless)
0.150Sydefault value is 0.15; max value is 0.2 provided that a lab test data is submittedHorizontal hydraulic conductivity (in/hr)
50.00KhKh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan1/2 length of basin (x direction, in feet)
22.670x1/2 width of basin (y direction, in feet)1/2 width of basin (y direction, in feet)
3.830yDuration of infiltration period (hours)Initial thickness of saturated zone (feet)
5.93tMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
34.00hi(0)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Imageh(max)\n Δ h(max)Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Ground-waterDistance from center of basin in xMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
Mounding, in feetdirection, in feetMaximum thickness of saturated zone (beneath center of basin at end of infiltration period)Maximum groundwater mounding (beneath center of basin at end of infiltration period)
0.79600.796
0.765100.765
0.654200.654
0.482300.482
0.376400.376
0.303500.303
0.248600.248
0.204700.204
0.169800.169
0.140900.140
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater Mounding beneath Hypothetical Stormwater Infiltration Basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1455 =====
Input Values
10.00R
0.150Sy
50.00Kh
45.000x
13.750y
14.48t
34.00hi(0)
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater mounding beneath hypothetical stormwater infiltration basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1456 =====
Input Values
4.95RRecharge rate (permeability rate) (in/hr) Specific yield, Sy (dimensionless)
0.150Sydefault value is 0.15; max value is 0.2 provided that a lab test data is submitted Horizontal hydraulic conductivity (in/hr)
24.75KhKh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan
20.000x1/2 length of basin (x direction, in feet)
14.000y1/2 width of basin (y direction, in feet)
45.86tDuration of infiltration period (hours)
34.00hi(0)Initial thickness of saturated zone (feet)
Image
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater mounding beneath hypothetical stormwater infiltration basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1457 =====
Input Values
10.00R
0.150Sy
50.00Kh
47.500x
7.000y
13.13t
34.00hi(0)
Image
## Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater mounding beneath hypothetical stormwater infiltration basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions. ===== PAGE 1458 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix H – Pipe System Calculations ===== PAGE 1459 =====
Line No.Line No.Line IDInlet IDTotal Area (ac)Runoff Coeff (C)Tc System (min)i Syst (in/hr)Incr Q (cfs)Flow Rate (cfs)Capac. Full (cfs)Vel Ave (ft/s)Line Typen-value PipeLine Size (in)Line Slope (%)Line Length (ft)Invert Up (ft)
11P1A-16S1A-170.1790.3010.35.940.020.323.240.41Cir0.012120.713.7390.03
22P1A-17S1A-180.1670.3010.06.000.300.302.732.22Cir0.012120.5036.2192.18
33P1A-6S1A-70.8780.3011.55.710.182.6010.353.10Cir0.012152.1957.1691.25
44P1A-7S1A-80.7780.7611.05.790.962.473.493.02Cir0.012150.2579.7791.45
55P1A-8S1A-90.5670.6510.95.821.071.553.502.19Cir0.012150.2530.0091.73
66P1A-9S1A-100.2890.3010.06.000.520.521.930.99Cir0.012120.25106.4292.00
77P1A-13S1A-140.0910.3010.45.930.080.163.400.21Cir0.012120.775.1790.04
88P1A-14S1A-150.0460.3010.06.000.080.082.731.53Cir0.012120.5032.7291.16
99P1A-1S1A-20.2890.3011.75.670.110.655.060.54Cir0.012150.5221.0090.11
1010P1A-2S1A-30.2290.6710.95.820.300.563.500.53Cir0.012150.2597.5090.35
1111P1A-3S1A-40.1530.3010.55.890.030.271.930.53Cir0.012120.2537.4090.69
1212P1A-4S1A-50.1370.3010.06.000.250.251.930.62Cir0.012120.2553.2590.82
1313P1A-11S1A-120.0710.3010.06.000.130.133.670.16Cir0.012120.914.1290.04
Notes: IDF File = TrentonNJ.idf, Return Period = 25-yrs. Project File: 251219Storm Sewer Design.sws
===== PAGE 1460 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix I – Conduit Outlet Protection ===== PAGE 1461 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 1A-16 ## Design Parameters
Image
W_{0}Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0.32cfs
TWTail water from 2 year storm1.59ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_{0}0.32cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125 q1.33)/TW4in
Apron Thickness, TH = 2 × d508in
Option 2if Scour Hole Depth, y = D012in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082 q1.33)/TW4in
Apron Thickness, TH = 2 × d508in
===== PAGE 1462 ===== ## SCOUR HOLE 1A-13
Image
Design Parameters
D0Max Height of Pipe/Culvert
W0Max Width of Pipe/Culvert
QFlow: 25-yr Storm Discharge[F4]
TWTail water from 2 year storm
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W00.17 cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06 in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00 ft
Minimum Bottom Length L1 = 3 D03.00 ft
Minimum Top Width (max side slope of 3:1),5.00 ft
Minimum Top Length (max side slope of 3:1)6.00 ft
Median Stone d50 = (0.0125 q1.33)/TW4 in
Apron Thickness, TH = 2 × d508 in
Option 2if Scour Hole Depth, y = D012 in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00 ft
Minimum Bottom Length L1 = 3 D03.00 ft
Minimum Top Width (max side slope of 3:1),8.00 ft
Minimum Top Length (max side slope of 3:1)9.00 ft
Median Stone d50 = (0.0082 q1.33)/TW4 in
Apron Thickness, TH = 2 × d508 in
===== PAGE 1463 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 1A-11
Image
W_{0}Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0.14cfs
TWTail water from 2 year storm1.59ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_{0}0.14cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125 q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D012in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W00.02ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082 q1.33)/TW4in
Apron Thickness, TH = 2xd508in
===== PAGE 1464 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 1A-1 ## Design Parameters
W_{0}Max Width of Pipe/Culvert15in
QFlow: 25-yr Storm Discharge0.65cfs
TWTail water from 2 year storm1.59ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_{0}0.52cfs per foot
Option 1if Scour Hole Depth, y = 1/2D07.5in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.50ft
Minimum Bottom Length L1 = 3 D03.75ft
Minimum Top Width (max side slope of 3:1),6.25ft
Minimum Top Length (max side slope of 3:1)7.50ft
Median Stone d50 = (0.0125q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D015in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.50ft
Minimum Bottom Length L1 = 3 D03.75ft
Minimum Top Width (max side slope of 3:1),10.00ft
Minimum Top Length (max side slope of 3:1)11.25ft
Median Stone d50 = (0.0082q1.33)/TW4in
Apron Thickness, TH = $ 2x $ d508in
[F31 [F2]
===== PAGE 1465 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 1A-6 ## Design Parameters
Image
W_{0}Max Width of Pipe/Culvert15in
QFlow: 25-yr Storm Discharge2.6cfs
TWTail water from 2 year storm1.59ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_{0}2.08cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D07.5in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.50ft
Minimum Bottom Length L1 = 3 D03.75ft
Minimum Top Width (max side slope of 3:1),6.25ft
Minimum Top Length (max side slope of 3:1)7.50ft
Median Stone d50 = (0.0125 q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D015in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.50ft
Minimum Bottom Length L1 = 3 D03.75ft
Minimum Top Width (max side slope of 3:1),10.00ft
Minimum Top Length (max side slope of 3:1)11.25ft
Median Stone d50 = (0.0082 q1.33)/TW4in
Apron Thickness, TH = $ 2x $ d508in
[F31 [F2]
===== PAGE 1466 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 2-1 ## Design Parameters
Image
W_{0}Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0.07cfs
TWTail water from 2 year storm0.47ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_{0}0.07cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125 q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D012in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082 q1.33)/TW4in
Apron Thickness, TH = 2xd508in
===== PAGE 1467 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 2-3 ## Design Parameters
Image
W0Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0.92cfs
TWTail water from 2 year storm0.47ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W00.92cfs per foot
Option 1if Scour Hole Depth, y = 1/2D06in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D012in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082q1.33)/TW4in
Apron Thickness, TH = $ 2x $ d508in
===== PAGE 1468 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 2-5 ## Design Parameters
Image
W0Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0cfs
TWTail water from 2 year storm0.47ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W00.00cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125 q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D012in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082 q1.33)/TW4in
Apron Thickness, TH = 2 × d508in
===== PAGE 1469 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 3A-1 ## Design Parameters
Image
D0Max Height of Pipe/Culvert12in
W0Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0.25cfs
TWTail water from 2 year storm0.12ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W00.25cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125 q1.33)/TW6in
Apron Thickness, TH = 2 × d5012in
Option 2if Scour Hole Depth, y = D012in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082 q1.33)/TW4in
Apron Thickness, TH = 2 × d508in
===== PAGE 1470 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 3-1 ## Design Parameters
Image
W_{0}Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0.08cfs
TWTail water from 2 year storm0.01ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_{0}0.08cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06 in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d50 = (0.0125 q1.33)/TW6 in
Apron Thickness, TH = 2 × d5012 in
Option 2if Scour Hole Depth, y = D012 in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00ft
Minimum Bottom Length L1 = 3 D03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d50 = (0.0082 q1.33)/TW4 in
Apron Thickness, TH = 2x d508 in
===== PAGE 1471 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 3-3 ## Design Parameters
D_0Max Height of Pipe/Culvert12in
W_0Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge1.02cfs
TWTail water from 2 year storm0.01ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W_01.02cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06in
Apron Dimension Calculations
Minimum Bottom Width W_1=2 W_02.00ft
Minimum Bottom Length L_1=3 D_03.00ft
Minimum Top Width (max side slope of 3:1),5.00ft
Minimum Top Length (max side slope of 3:1)6.00ft
Median Stone d_50= 0.0125 q1.33 TW6in
Apron Thickness, TH = 2 × d_5012in
Option 2if Scour Hole Depth, y = D_012in
Apron Dimension Calculations
Minimum Bottom Width W_1=2 W_02.00ft
Minimum Bottom Length L_1=3 D_03.00ft
Minimum Top Width (max side slope of 3:1),8.00ft
Minimum Top Length (max side slope of 3:1)9.00ft
Median Stone d_50= 0.0082 q1.33 TW15.4in
Apron Thickness, TH = 2x d_5030.8in
Image
Preformed Scour Hole
PLAN
Section A - A
===== PAGE 1472 ===== PROJECT #: CALCULATED BY: DATE: ## SCOUR HOLE 3-5 ## Design Parameters
Image
W0Max Width of Pipe/Culvert12in
QFlow: 25-yr Storm Discharge0cfs
TWTail water from 2 year storm0.01ft
Rip Rap Stone Size Calculations
qUnit Discharge = Q/W00.00cfs per foot
Option 1if Scour Hole Depth, y = 1/2 D06 in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00 ft
Minimum Bottom Length L1 = 3 D03.00 ft
Minimum Top Width (max side slope of 3:1),5.00 ft
Minimum Top Length (max side slope of 3:1)6.00 ft
Median Stone d50 = (0.0125 q1.33)/TW6 in
Apron Thickness, TH = 2 × d5012 in
Option 2if Scour Hole Depth, y = D012 in
Apron Dimension Calculations
Minimum Bottom Width W1 = 2 W02.00 ft
Minimum Bottom Length L1 = 3 D03.00 ft
Minimum Top Width (max side slope of 3:1),8.00 ft
Minimum Top Length (max side slope of 3:1)9.00 ft
Median Stone d50 = (0.0082 q1.33)/TW4 in
Apron Thickness, TH = 2 × d508 in
===== PAGE 1473 ===== Stormwater Management Report South Hope Chapel Rd. Subdivision Project #23184 Appendix J – Drainage Area Maps ===== PAGE 1474 =====
E CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701
NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY/FINAL MAJOR SUBDIVISION FOR 198, 202 & 210 SOUTH HOPE CHAPEL RD
LOCATION: BLOCK 20701, LOT 12, 13, & 14 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY
DRAWING TITLE: PROPOSED CONDITIONS DRAINAGE AREA MAP
PROJECT NO. 23184DATE 7/20/2025DRAWN BY TP/HHCHECKED BY YP
SCALE AS NOTED SHEET NO. 1 OF 1
YOSEF PORTNOY LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593
1.REVISED PER NJ PINELANDS COMMISSION REVIEW10/24/25TP
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTED ORIGIN/ AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
Image
Image
===== PAGE 1475 ===== 91.78 91.63 91.56 91.5
#40372 95.33 95.17 MB 95.60 MB 95.23 95.98 95.53 95.37 96 94.94 BC 94.94 95.02 95.02 95.66 95.98 96.39 96.6 96.43 96.1 96.40 96.37 96 96 96.39 96.1 96.40 96.37 96 96 96 96.39 96.1 96.40 96.37 96 96 96 96.39 96.1 96.40 96.37 96 96 96 96.39 96.1 96.40 96.37 96 96
Image
0 30' 60' 1" = 30'
REVISED PER NJ PINELANDS COMMISSION REVIEW10/24/25TP
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN, CONSTITUTED ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLATED, USED OR DISUSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
CIVIL CORE
PROJECT: PRELIMINARY/FINAL
MAJOR SUBDIVISION FOR 198, 202 & 210 SOUTH HOPE CHAPEL RD
LOCATION: BLOCK 20701, LOT 12, 13, & 14
TOWNSHIP OF JACKSON
OCEAN COUNTY
NEW JERSEY
DRAWING TITLE: INLET AREA MAP
PROJECT NO. 23184DATE 7/20/2025DRAWN BY TPIHH CHECKED BY YP
SCALE AS NOTED SHEET NO. 1
YOSEF PORTNOY
LICENSED PROFESSIONAL ENGINEER
NO LICENSE NO: GE53593
===== PAGE 1476 =====
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