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doc11809 STORMWATER-REPORT-DEC-2025.pdf
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Page 1
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"text": "STORMWATER MANAGEMENT REPORT\nfor\n156 East Commodore Boulevard Warehouse\nBlock 2202 Lot 3"
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"text": "JACKSON TOWNSHIP\nOCEAN COUNTY\nNEW JERSEY",
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"text": "PROFESSIONAL DESIGN SERVICES, L.L.C.\n1245 AIRPORT ROAD\nSUITE 1\nLAKEWOOD, NJ 08701\n732-363-0060\nPDS Ref. No. 320157\nGraham J. Macfarlane, P.E., C. M.E.\nNJ License No. 37110",
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"text": "December 9, 2025"
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Page 2
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"text": "I PROJECT DESCRIPTION ..... 1\nII EXISTING HYDROLOGY AND SOILS ..... 2\nIII REGULATORY STANDARDS ..... 3\nIV METHODOLOGY ..... 7\nV STORMWATER MANAGEMENT PLAN ..... 9",
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Page 3
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"text": "Development of the subject premises known as Block 2202 Lot 3 within Jackson Township, Ocean County, NJ is proposed. The subject parcel encompasses a total land area of approximately 2.2 acres."
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"text": "It is proposed to develop the site with a new multi-tenant warehouse building in accordance with the Land Use and Development Regulations of Jackson Township. Construction of a Stormwater Management system is proposed for compliance with current regulations of Jackson Township, Ocean County and the Ocean County SCD, as well as the NJ Stormwater Management Rules, NJAC 7:8. This report outlines the methodologies and results for management of the increased stormwater runoff created as a result of the development."
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"text": "The project site lies within the watershed of the South Branch of the Metedeconk River. Figure 2 is a copy of the USGS Quadrangle Topography Map with the site located. The site generally slopes from the west to east. The existing elevations range from about 110 feet above MSL to 120 feet above MSL. Figure 1 is a copy of the site's Location Map. Figure 2 is a copy of the USGS Quadrangle Topography Map with the site located. Development of the site is not restricted by the presence of freshwater wetlands, flood hazard area or Category One Riparian buffers. According to the Ocean County Soil Survey, the following soil types exist on the project site:"
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"text": "Lakewood sand would typically comprised of 90% sand grains. Permeability of the series is rapid, and greater than 2 inches per hour; the series is considered excessively drained. The soil does not retain water for long periods of time. The soil series is not associated with flood plains, and depth to seasonal high water table is typically greater than 6 feet."
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"text": "Based on the mapping, Berryland Sand is also depicted on site. This soil series is typically poorly drained, and could impose limitations on development based on high water table. However, the site specific soils investigations did not reveal these findings. We would defer to the site specific data and evaluations in lieu of the published data in the Soil Survey."
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"text": "PDS\nPROFESSIONAL DESIGN SERVICES, L.L.C.\nCONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES\n1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400"
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"text": "DATE: 08/25/2025",
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"text": "B. Design and Performance Standards",
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"text": "1. Erosion Control",
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"text": "The minimum design and performance standards for erosion control are those established under the Soil Erosion and Sediment Control Act, N.J.S.A. 4:24-39 et seq. and implementing rules."
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Page 10
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"text": "2. Groundwater Recharge",
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"text": "The minimum design and performance standards for groundwater recharge require compliance with either of the following:"
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"text": "a. Demonstrate through hydrologic and hydraulic analysis that the site\nand its stormwater management measures maintain 100 percent of the\naverage annual pre-construction groundwater recharge volume for the\nsite."
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"text": "b. Demonstrate through hydrologic and hydraulic analysis that the increase of stormwater runoff volume from pre-construction to post-construction for the two-year storm is infiltrated."
},
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"text": "3. Runoff Quantity",
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"text": "In order to control stormwater runoff quantity impacts one of the following must be demonstrated:"
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"text": "Demonstrate through hydrologic and hydraulic analysis that for stormwater leaving the site, post-construction runoff hydrographs for the 2, 10 and 100-year storm events do not exceed, at any point in time, the pre-construction runoff hydrographs for the same storm events;",
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"text": "Demonstrate through hydrologic and hydraulic analysis that there is no increase, as compared to the pre-construction condition, in the peak runoff rates of stormwater leaving the site for the 2, 10 and 100-year storm events and that the increase volume or change in timing of stormwater runoff will not increase flood damage at or downstream of the site. This analysis shall include the analysis of impacts of",
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Page 11
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"text": "existing land uses and projected land uses assuming full development under existing zoning and land use ordinances in the drainage area;"
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"text": "c. Design stormwater management measures so that the post-construction peak runoff rates for the 2, 10 and 100-year storm events 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."
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"text": "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 95 percent of the anticipated load from the development site expressed as an annual average, since the site is located within the watershed of a Category One Waterway."
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"text": "Direct run-off from building roof tops is not considered contaminated since it has not\ncontacted the pavement or the ground surface, and is not subject to satisfaction of\nthe TSS removal criteria."
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Page 12
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"text": "IV METHODOLOGY",
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"text": "The overall design will control stormwater runoff and pollutants closer to their source while providing site design measures that can significantly reduce the overall impact of land development on stormwater runoff as required by the Stormwater Management Rules.\nThe methodology typically used to estimate the stormwater runoff peak flows and volumes for the required storm events is the 24-hour storm using the rainfall distribution recommended by the U.S. Department of Agriculture Soil Conservation Service as defined in Technical Release - 55 (TR-55) dated June 1986. The time of concentrations utilized will be calculated for each contributory area utilizing the TR-55 methodology.\nFor the purpose of calculating runoff coefficients and groundwater recharge, a preconstruction condition of a site or portion thereof are assumed to be in good condition. A runoff coefficient or a groundwater recharge land cover for an existing condition may be used on all or a portion of the site if the hydrologic condition has existed on the site or portion of the site for at least five years without interruption prior to the time of application.\nThe runoff computations shall account for all significant land features and structures, such as ponds, wetlands, depressions, hedgerows, or culverts, that may reduce pre-construction stormwater runoff rates and volumes.\nIn computing stormwater runoff from all design storms, the computations consider the relative stormwater runoff rates and/or volumes of pervious and impervious surfaces separately to accurately compute the rates and volume of stormwater runoff from the site.\nThe water quality design storm is 1.25 inches of rainfall in two hours. Water quality calculations shall take into account the distribution of rain from the water quality design storm, as reflected in the Stormwater Rules.\nAll hydrologic and flood routing computations will utilize the HydroCad Stormwater",
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Page 13
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"text": "Modeling Software. The stormwater drainage collection system will be designed in accordance with RSIS standards. The Rational Formula was used to compute peak runoff rates for design of the proposed internal collection system. A 10 year frequency storm was used for design as required by RSIS and the rainfall intensities were obtained from the NJDEP Rainfall Intensity Curves. The sub-areas tributary to each inlet are shown on the Drainage Area Plans. Soil erosion and sediment controls will also be employed as required by the \"Standards for Soil Erosion and Sediment Control in New Jersey.\"",
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"text": "Copies of the TR-55 hydrologic computations, detention basin routings, and Rational Formula computations are contained within the appendices of this report."
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Page 14
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"text": "V STORMWATER MANAGEMENT PLAN",
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"text": "The project complies with the \"New Jersey Standards for Soil Erosion and Sediment Control\". Certification for the project is required from the Ocean County Soil Conservation District."
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"text": "All increased run-off from the 2 year storm event will recharge the groundwater through the stormwater management system. In accordance with the NJ Stormwater Management Rules, NJAC 7:8-5.4, the project shall maintain 100 percent of the average annual pre-construction groundwater recharge volume for the site, or demonstrate that the increase of stormwater run-off from pre-construction to post-construction for the two year storm is infiltrated."
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"text": "As shown in the flood routings, the site will not produce any additional run-off during the 2 year storm event, and will provide for full recharge from any additional impervious surfaces. All run-off generated will be infiltrated on site through the rain garden/bio-retention facility and small scale infiltration basin. Since the design provides groundwater recharge of increased run-off from the 2 year storm event, the design complies with the applicable standard."
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"text": "Analysis of pre-developed conditions confirms that run-off from the project site is directed to the east property line."
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"text": "The stormwater management plan consists of on-site collection system and a series of small-scale infiltration basins (SSIB), both surface and sub-surface. Pre-treatment"
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Page 15
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r0c2 (33%): “Post-Developed Discharge (CFS)”
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"text": "forebay is provided for the surface SSIB's to provide water quality and TSS removal in accordance with adopted regulations. The overall system will maintain peak discharge rates to less than those required by State adopted Stormwater Management criteria. The following is a summary of the runoff from the site:"
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Page 16
12 item(s)
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1 · HEADER
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Page 16 JSON
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"text": "The project will allow for full infiltration from all run-off resulting from the Water Quality Design Storm. Accordingly, the project satisfies the requirement for water quality. The project complies with the applicable standards."
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Page 17
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Page 17 JSON
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Page 26
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1 · HEADER
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39 · CAPTION
40 · FIGURE
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Page 30
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1 · HEADER
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5 · TEXT
6 · TABLE
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30
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36
37
38
39 · CAPTION
40 · FIGURE
Page 30 JSON
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Page 34
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1 · HEADER
2 · TITLE
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5 · TEXT
6 · TABLE
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37
38
39 · CAPTION
40 · FIGURE
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Page 42
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Page 43
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50 · CAPTION
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r1c4 (0%): “Grass cover, Good, HSG A”
r2c4 (0%): “Pervious Area”
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Page 44
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42 · CAPTION
43 · FIGURE
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Page 45
41 item(s)
JSON
caption (1)
figure (1)
header (1)
table (1)
table_cell (33)
text (3)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TEXT
6 · TABLE
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40 · CAPTION
41 · FIGURE
Table integrity:
1 of 27 cells don't match the text layer at their coordinates.
r2c2 (0%): “Impervious Area”
Page 45 JSON
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"text": "POST DEV NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 9",
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Page 46
40 item(s)
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1 · HEADER
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6 · TABLE
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39 · CAPTION
40 · FIGURE
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Page 47
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1 · HEADER
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43 · CAPTION
44 · FIGURE
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1 · HEADER
2 · HEADER
3 · HEADER
4 · HEADING
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7 · TEXT
8 · CAPTION
9 · FIGURE
Page 50 JSON
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"text": "NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrinted 12/31/2025",
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"text": "2 YEAR Rainfall=3.42\"\nPrinted 12/31/2025\nPage 14",
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"text": "POST DEV NOAA\nPrepared by Professional Design Services\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC",
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"text": "[40] Hint: Not Described (Outflow=Inflow)"
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"text": "Inflow Area = 2.340 ac, 64.96% Impervious, Inflow Depth > 0.21\" for 2 YEAR event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 0.040 af\nOutflow = 0.24 cfs @ 12.09 hrs, Volume= 0.040 af, Atten=0%, Lag=0.0 min"
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Page 51
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1 · HEADER
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5 · TABLE
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19 · TABLE
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32 · FOOTNOTE
33 · FOOTNOTE
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Page 51 JSON
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Page 52
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Page 53
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"r": 209.236529,
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"text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12",
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.04\n0.10\n0.19\n0.29\n0.40\n0.53\n0.66\n0.76\n0.84\n0.92\n0.99\n1.05\n1.11\n1.17\n1.22\n1.27\n1.32\n1.37\n1.42\n1.46\n1.51\n1.55",
"attrs": {
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"type": "table_cell",
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"r": 328.31433,
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"text": "Discharge (cfs)\n1.72\n1.76\n1.80\n1.84\n1.88\n1.92\n1.95\n1.99\n2.47\n3.30\n4.38\n5.64\n7.07\n8.65\n10.36\n12.19\n14.14\n16.20\n18.37\n20.63\n22.98\n25.43\n27.97\n30.59\n33.29\n36.07\n38.93\n41.14",
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"attrs": {
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Page 54
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"text": "Surface (sq-ft)\n2,000\n2,022\n2,045\n2,068\n2,090\n2,113\n2,135\n2,157\n2,180\n2,203\n2,225\n2,247\n2,270\n2,293\n2,315\n2,338\n2,360\n2,382\n2,405\n2,428\n2,450\n2,487\n2,525\n2,563\n2,600\n2,638\n2,675\n2,712\n2,750\n2,788\n2,825\n2,862\n2,900\n2,938\n2,975\n3,013\n3,050\n3,087\n3,125\n3,163\n3,200\n3,240\n3,280\n3,320\n3,360\n3,400\n3,440\n3,480\n3,520\n3,560\n3,600\n3,640\n3,680",
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"text": "Storage (cubic-feet)\n0\n101\n202\n305\n409\n514\n620\n728\n836\n946\n1,056\n1,168\n1,281\n1,395\n1,510\n1,627\n1,744\n1,863\n1,982\n2,103\n2,225\n2,348\n2,474\n2,601\n2,730\n2,861\n2,994\n3,128\n3,265\n3,403\n3,544\n3,686\n3,830\n3,976\n4,124\n4,273\n4,425\n4,578\n4,734\n4,891\n5,050\n5,211\n5,374\n5,539\n5,706\n5,875\n6,046\n6,219\n6,394\n6,571\n6,750\n6,931\n7,114",
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"attrs": {
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Page 55
34 item(s)
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34 · FOOTNOTE
Table integrity:
2 of 14 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.09 cfs @ 12.99 hrs”
r3c1 (0%): “Max=0.00 cfs @ 5.00 hrs”
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"text": "POST DEV NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 19",
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"text": "Summary for Pond 8P: SSIB #2 UNDERGROUND",
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 1.71\" for 2 YEAR event\nInflow = 0.93 cfs @ 12.08 hrs, Volume= 0.066 af\nOutflow = 0.09 cfs @ 12.99 hrs, Volume= 0.065 af, Atten= 91%, Lag= 54.4 min\nDiscarded = 0.09 cfs @ 12.99 hrs, Volume= 0.065 af\nPrimary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 108.37' @ 12.99 hrs Surf.Area= 0.064 ac Storage= 0.025 af\n\nPlug-Flow detention time= 100.6 min calculated for 0.065 af (99% of inflow)\nCenter-of-Mass det. time= 98.8 min (834.8 - 736.1)",
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"text": "Volume\n#1A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
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},
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"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 481.084378,
"r": 150.396899,
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"text": "Invert\n107.50'",
"attrs": {
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"col": 1,
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"t": 481.084378,
"r": 231.331841,
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"col": 2,
"rowspan": 1,
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"t": 443.520177,
"r": 85.228595,
"b": 431.532998
},
"text": "#2A",
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"colspan": 1,
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},
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"type": "table_cell",
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"t": 443.520177,
"r": 150.335304,
"b": 431.532998
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"text": "107.83'",
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"col": 1,
"rowspan": 1,
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},
{
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"t": 443.520177,
"r": 231.290655,
"b": 431.532998
},
"text": "0.057 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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},
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"type": "table_cell",
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"t": 443.520177,
"r": 509.915235,
"b": 384.013929
},
"text": "ADS N-12 24\" x 36 Inside #1\\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\\n36 Chambers in 12 Rows\\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside",
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},
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"id": "p55.5.9",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 52.32,
"t": 398.352,
"r": 178.44,
"b": 377.28
},
"text": "",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p55.5.10",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 178.44,
"t": 398.352,
"r": 304.56,
"b": 377.28
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"text": "",
"attrs": {
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"col": 1,
"rowspan": 1,
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},
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"t": 382.200786,
"r": 231.298697,
"b": 370.213607
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"attrs": {
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"colspan": 1,
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}
},
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"type": "table_cell",
"bbox": {
"l": 243.477069,
"t": 382.200786,
"r": 354.519595,
"b": 370.213607
},
"text": "Total Available Storage",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1,
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},
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"t": 358.8,
"r": 295.44,
"b": 345.36
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"text": "Storage Group A created with Chamber Wizard",
"attrs": {
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},
"level": 3
},
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"type": "table",
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"t": 335.76,
"r": 563.28,
"b": 196.08
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"text": "",
"attrs": {
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"n_cols": 4,
"integrity": {
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"col": 1,
"coverage": 0,
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},
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"row": 3,
"col": 1,
"coverage": 0,
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},
"children": [
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"type": "table_cell",
"bbox": {
"l": 54.000153,
"t": 334.681717,
"r": 86.82526,
"b": 308.893607
},
"text": "Device\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
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"order": 21,
"type": "table_cell",
"bbox": {
"l": 98.873664,
"t": 334.681717,
"r": 147.222394,
"b": 308.893607
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"text": "Routing\nDiscarded",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
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"t": 334.681717,
"r": 453.384188,
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"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 105.00'",
"attrs": {
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"col": 3,
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"text": "#2",
"attrs": {
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"col": 0,
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"colspan": 1,
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"r": 135.868946,
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"col": 1,
"rowspan": 1,
"colspan": 1,
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},
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"type": "table_cell",
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"r": 210.870449,
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"t": 297.120177,
"r": 445.634412,
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"col": 3,
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"bbox": {
"l": 53.999519,
"t": 261.300424,
"r": 231.763157,
"b": 237.43347700000004
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.09 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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{
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"order": 29,
"type": "table_cell",
"bbox": {
"l": 306.24,
"t": 275.8971,
"r": 434.76,
"b": 255.9429
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"text": "Max=0.09 cfs @ 12.99 hrs",
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"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
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"order": 30,
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"t": 261.48087599999997,
"r": 436.986672,
"b": 249.493697
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"text": "HW=108.37' (Free Discharge)",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"order": 31,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 225.66078600000003,
"r": 240.461861,
"b": 201.79384000000005
},
"text": "Primary OutFlow\n2=Orifice/Grate ( Controls 0.00 cfs)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
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},
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"id": "p55.7.13",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 306.24,
"t": 235.9886,
"r": 434.76,
"b": 216.0343
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"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1
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},
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"id": "p55.7.14",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 270.45344,
"t": 225.84123799999998,
"r": 419.227653,
"b": 213.854059
},
"text": "HW=107.50' (Free Discharge)",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
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},
{
"id": "p55.8",
"order": 34,
"type": "footnote",
"bbox": {
"l": 190.32,
"t": 382.08,
"r": 357.36,
"b": 368.88
},
"text": "0.105 af Total Available Storage",
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Page 56
6 item(s)
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Page 56 JSON
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"text": "POST DEV NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 20",
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Page 58
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"text": "Elevation (feet)\n107.50\n107.55\n107.60\n107.65\n107.70\n107.75\n107.80\n107.85\n107.90\n107.95\n108.00\n108.05\n108.10\n108.15\n108.20\n108.25\n108.30\n108.35\n108.40\n108.45\n108.50\n108.55\n108.60\n108.65\n108.70\n108.75\n108.80\n108.85\n108.90\n108.95\n109.00\n109.05\n109.10\n109.15\n109.20\n109.25\n109.30\n109.35\n109.40\n109.45\n109.50\n109.55\n109.60\n109.65\n109.70\n109.75\n109.80\n109.85\n109.90\n109.95\n110.00\n110.05\n110.10",
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"text": "Discharge (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.13\n0.17\n0.23\n0.30\n0.38\n0.46\n0.55\n0.62\n0.68\n0.73\n0.77\n0.82\n0.86\n0.90\n0.94\n0.97\n1.01\n1.04\n1.07\n1.10\n1.13\n1.16",
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"text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13",
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.07\n0.12\n0.19\n0.27\n0.35\n0.44\n0.50\n0.56\n0.61\n0.66\n0.70\n0.74\n0.78\n0.81\n0.85\n0.88\n0.91\n0.95\n0.98\n1.00\n1.03",
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"t": 661.21453,
"r": 328.31433,
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"text": "Elevation (feet)\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50",
"attrs": {
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"col": 0,
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"text": "Discharge (cfs)\n1.19\n1.22\n1.25\n1.27\n1.30\n1.33\n1.35\n1.38",
"attrs": {
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"col": 1,
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"type": "table_cell",
"bbox": {
"l": 395.580251,
"t": 661.21453,
"r": 440.263268,
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"text": "Discarded (cfs)\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14",
"attrs": {
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"col": 2,
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"type": "table_cell",
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"text": "Primary (cfs)\n1.06\n1.09\n1.11\n1.14\n1.16\n1.19\n1.21\n1.23",
"attrs": {
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"col": 3,
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Page 59
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"text": "POST DEV NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 23",
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"text": "Elevation (feet)\n107.50\n107.55\n107.60\n107.65\n107.70\n107.75\n107.80\n107.85\n107.90\n107.95\n108.00\n108.05\n108.10\n108.15\n108.20\n108.25\n108.30\n108.35\n108.40\n108.45\n108.50\n108.55\n108.60\n108.65\n108.70\n108.75\n108.80\n108.85\n108.90\n108.95\n109.00\n109.05\n109.10\n109.15\n109.20\n109.25\n109.30\n109.35\n109.40\n109.45\n109.50\n109.55\n109.60\n109.65\n109.70\n109.75\n109.80\n109.85\n109.90\n109.95\n110.00\n110.05\n110.10",
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"text": "Surface (acres)\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064",
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"text": "Storage (acre-feet)\n0.000\n0.001\n0.003\n0.004\n0.005\n0.006\n0.008\n0.009\n0.010\n0.011\n0.012\n0.013\n0.014\n0.016\n0.018\n0.020\n0.022\n0.024\n0.026\n0.028\n0.030\n0.032\n0.034\n0.036\n0.039\n0.041\n0.043\n0.045\n0.048\n0.050\n0.052\n0.055\n0.057\n0.059\n0.062\n0.064\n0.066\n0.068\n0.071\n0.073\n0.075\n0.077\n0.079\n0.081\n0.083\n0.085\n0.087\n0.089\n0.090\n0.092\n0.093\n0.094\n0.095",
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"text": "Elevation (feet)\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50",
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Page 60
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32 · FOOTNOTE
Table integrity:
2 of 12 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.12 cfs @ 13.25 hrs HW=111.92' (Free Discharge)”
r3c1 (29%): “Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)”
Page 60 JSON
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"text": "POST DEV NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 24",
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"text": "Summary for Pond 9P: SSIB #3 UNDERGROUND",
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac, 100.00% Impervious, Inflow Depth > 2.92\" for 2 YEAR event\nInflow = 1.48 cfs @ 12.10 hrs, Volume= 0.112 af\nOutflow = 0.12 cfs @ 13.25 hrs, Volume= 0.102 af, Atten= 92%, Lag= 69.2 min\nDiscarded = 0.12 cfs @ 13.25 hrs, Volume= 0.102 af\nPrimary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 111.92' @ 13.25 hrs Surf.Area= 0.085 ac Storage= 0.047 af\n\nPlug-Flow detention time= 144.1 min calculated for 0.101 af (91% of inflow)\nCenter-of-Mass det. time= 111.3 min (848.5 - 737.2)",
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"type": "table_cell",
"bbox": {
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"r": 549.157135,
"b": 443.412765
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"text": "Volume\n#1A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids",
"attrs": {
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"col": 0,
"rowspan": 1,
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"order": 7,
"type": "table_cell",
"bbox": {
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"r": 150.396899,
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"text": "Invert\n110.80'",
"attrs": {
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"col": 1,
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"order": 8,
"type": "table_cell",
"bbox": {
"l": 167.453925,
"t": 481.084378,
"r": 231.331841,
"b": 455.293607
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"text": "Avail.Storage\n0.063 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"order": 9,
"type": "table_cell",
"bbox": {
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"r": 412.943681,
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"text": "Storage Description\n55.75'W x 66.33'L x 3.00'H Field A",
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"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 443.520177,
"r": 85.228595,
"b": 431.532998
},
"text": "#2A",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p60.5.6",
"order": 11,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 443.520177,
"r": 150.335304,
"b": 431.532998
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"text": "111.13'",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
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},
{
"id": "p60.5.7",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 443.520177,
"r": 231.290655,
"b": 431.532998
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"text": "0.076 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p60.5.8",
"order": 13,
"type": "table_cell",
"bbox": {
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"t": 443.520177,
"r": 509.915235,
"b": 384.013929
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"text": "ADS N-12 24\" x 48 Inside #1\\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n48 Chambers in 16 Rows\\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside",
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"id": "p60.5.9",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 52.32,
"t": 397.2,
"r": 178.44,
"b": 375.84
},
"text": "",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
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{
"id": "p60.5.10",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 178.44,
"t": 397.2,
"r": 304.56,
"b": 375.84
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"text": "",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1
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{
"id": "p60.5.11",
"order": 16,
"type": "table_cell",
"bbox": {
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"t": 382.200786,
"r": 231.298697,
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"text": "0.139 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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},
{
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"type": "table_cell",
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"t": 382.200786,
"r": 354.519595,
"b": 370.213607
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"text": "Total Available Storage",
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"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.12 cfs)",
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"col": 0,
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"attrs": {
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"col": 0,
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Page 61
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Page 62
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"text": "Discarded (cfs)\n0.00\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.16\n0.16\n0.16\n0.17",
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"text": "Elevation (feet)\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80",
"attrs": {
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"attrs": {
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Page 64
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1 · HEADER
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7 · TABLE
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Page 64 JSON
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"text": "POST DEV NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 28",
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"text": "Elevation (feet)\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40",
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"text": "Surface (acres)\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085\n0.085",
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"text": "Storage (acre-feet)\n0.000\n0.002\n0.003\n0.005\n0.007\n0.008\n0.010\n0.012\n0.013\n0.015\n0.016\n0.017\n0.019\n0.021\n0.024\n0.026\n0.029\n0.031\n0.034\n0.037\n0.040\n0.042\n0.045\n0.048\n0.051\n0.054\n0.057\n0.060\n0.064\n0.067\n0.070\n0.073\n0.076\n0.079\n0.082\n0.085\n0.088\n0.091\n0.094\n0.097\n0.100\n0.103\n0.105\n0.108\n0.111\n0.113\n0.116\n0.118\n0.120\n0.122\n0.124\n0.125\n0.126",
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"text": "Elevation (feet)\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80",
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"text": "Storage (acre-feet)\n0.128\n0.129\n0.131\n0.133\n0.134\n0.136\n0.138\n0.139",
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Page 65
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Page 65 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 29"
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"text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method"
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"text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=1.48 cfs 0.105 af"
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"text": "Runoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.22\" Flow Length=250' Tc=12.4 min CN=39 Runoff=0.01 cfs 0.003 af"
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"text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=2.35 cfs 0.179 af"
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"text": "Subcatchment10S: BY-PASSPOROUS Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.22\" Tc=2.0 min CN=39 Runoff=0.00 cfs 0.001 af"
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"text": "Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>4.66\"\nTc=2.0 min CN=98 Runoff=0.37 cfs 0.027 af"
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"text": "Reach 10: COMPOSITE"
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"text": "Inflow=1.00 cfs 0.149 af\nOutflow=1.00 cfs 0.149 af"
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"text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 112.02' $ Storage=5,118 cf Inflow= $ 2.16 $ cfs 0.290 af Discarded=0.10 cfs 0.089 af Primary=0.95 cfs 0.120 af Outflow=1.05 cfs 0.209 af"
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"text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=112.59' Storage=0.087 af Inflow=2.35 cfs 0.179 af Discarded=0.14 cfs 0.127 af Primary=0.00 cfs 0.000 af Outflow=0.14 cfs 0.127 af"
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Page 66
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Page 66 JSON
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Page 67
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Page 68
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38 · CAPTION
39 · FIGURE
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Page 71
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Page 72
24 item(s)
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Table integrity:
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r2c2 (0%): “Impervious Area”
Page 72 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 36",
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Page 73
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1 · HEADER
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Page 73 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 37",
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Page 74
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Table integrity:
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r1c3 (33%): “Custom Stage Data (Prismatic)Listed below (Recalc)”
Page 74 JSON
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"text": "1.05 cfs @ 12.67 hrs, Volume= 0.209 af, Atten= 51%, Lag= 26.5 min",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p74.4.5",
"order": 9,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 599.8820499999999,
"r": 237.878603,
"b": 564.135336
},
"text": "Discarded =\nPrimary =\nRouted to Reach 10 : COMPOSITE",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.4.6",
"order": 10,
"type": "table_cell",
"bbox": {
"l": 147.769602,
"t": 599.8820499999999,
"r": 305.136775,
"b": 576.0151040000001
},
"text": "0.10 cfs @ 12.67 hrs, Volume= 0.089 af\n0.95 cfs @ 12.67 hrs, Volume= 0.120 af",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
}
]
},
{
"id": "p74.5",
"order": 11,
"type": "text",
"bbox": {
"l": 51.84,
"t": 553.2,
"r": 408.72,
"b": 526.8
},
"text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 112.02' @ 12.67 hrs Surf.Area= 3,217 sf Storage= 5,118 cf"
},
{
"id": "p74.6",
"order": 12,
"type": "text",
"bbox": {
"l": 52.08,
"t": 517.44,
"r": 413.52,
"b": 491.28
},
"text": "Plug-Flow detention time = 129.4 min calculated for 0.208 af (72% of inflow) Center-of-Mass det. time = 59.2 min (812.0 - 752.7)"
},
{
"id": "p74.7",
"order": 13,
"type": "table",
"bbox": {
"l": 52.08,
"t": 481.2,
"r": 558.48,
"b": 355.92
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 3,
"n_cols": 5,
"integrity": {
"cells_checked": 12,
"cells_flagged": 1,
"flags": [
{
"row": 1,
"col": 3,
"coverage": 0.33,
"text": "Custom Stage Data (Prismatic)Listed below (Recalc)"
}
]
}
},
"children": [
{
"id": "p74.7.1",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 481.084378,
"r": 90.412668,
"b": 469.097199
},
"text": "Volume",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "heuristic"
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},
{
"id": "p74.7.2",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 123.533158,
"t": 481.084378,
"r": 150.396899,
"b": 469.097199
},
"text": "Invert",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "heuristic"
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},
{
"id": "p74.7.3",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 173.452885,
"t": 481.084378,
"r": 237.330802,
"b": 469.097199
},
"text": "Avail.Storage",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "heuristic"
}
},
{
"id": "p74.7.4",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 249.465135,
"t": 481.084378,
"r": 343.783612,
"b": 469.097199
},
"text": "Storage Description",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"column_header": true,
"header_source": "heuristic"
}
},
{
"id": "p74.7.5",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 467.280786,
"r": 78.064214,
"b": 455.293607
},
"text": "#1",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.7.6",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 467.280786,
"r": 150.335304,
"b": 455.293607
},
"text": "110.00'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.7.7",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 193.071317,
"t": 467.280786,
"r": 237.260614,
"b": 455.293607
},
"text": "12,950 cf",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.7.8",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 355.92,
"t": 465.54,
"r": 558.48,
"b": 449.88
},
"text": "Custom Stage Data (Prismatic)Listed below (Recalc)",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p74.7.9",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 57.719307,
"t": 443.521252,
"r": 101.897863,
"b": 358.334538
},
"text": "Elevation\\n(feet)\n110.00\n111.00\n112.00\n113.00\n114.00",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.7.10",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 142.191327,
"t": 443.521252,
"r": 187.562155,
"b": 358.334538
},
"text": "Surf.Area\\n(sq-ft)\n2,000\n2,450\n3,200\n4,000\n4,600",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.7.11",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 230.21009,
"t": 443.521252,
"r": 358.898543,
"b": 358.334538
},
"text": "Inc.Store\\n(cubic-feet)\n0\n2,225\n2,825\n3,600\n4,300",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.7.12",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 219.361478,
"t": 443.521252,
"r": 358.999511,
"b": 358.334538
},
"text": "Cum.Store\\n(cubic-feet)\n0\n2,225\n5,050\n8,650\n12,950",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
}
}
]
},
{
"id": "p74.8",
"order": 26,
"type": "table",
"bbox": {
"l": 51.36,
"t": 347.04,
"r": 455.28,
"b": 259.2
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 3,
"n_cols": 4,
"integrity": {
"cells_checked": 12,
"cells_flagged": 0
}
},
"children": [
{
"id": "p74.8.1",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 53.999914,
"t": 346.562183,
"r": 86.825021,
"b": 320.773607
},
"text": "Device\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.8.2",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 98.873425,
"t": 346.562183,
"r": 147.222394,
"b": 320.773607
},
"text": "Routing\nDiscarded",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.8.3",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 175.965845,
"t": 346.562183,
"r": 210.937439,
"b": 320.773607
},
"text": "Invert\n110.00'",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.8.4",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 223.01377,
"t": 346.562183,
"r": 453.384188,
"b": 308.892765
},
"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 106.00'",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p74.8.5",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 309.000177,
"r": 82.384214,
"b": 297.012998
},
"text": "#2",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.6",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 309.000177,
"r": 135.868946,
"b": 297.012998
},
"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.7",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 309.000177,
"r": 210.870449,
"b": 297.012998
},
"text": "111.50'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.8",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 309.000177,
"r": 451.453995,
"b": 285.133231
},
"text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.9",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 285.240643,
"r": 82.384214,
"b": 273.253464
},
"text": "#3",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.10",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 285.240643,
"r": 135.868946,
"b": 273.253464
},
"text": "Primary",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.11",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 285.240643,
"r": 210.870449,
"b": 273.253464
},
"text": "113.00'",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p74.8.12",
"order": 38,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 285.240643,
"r": 439.81483,
"b": 261.373697
},
"text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
]
},
{
"id": "p74.9",
"order": 39,
"type": "footnote",
"bbox": {
"l": 51.12,
"t": 250.56,
"r": 439.44,
"b": 224.16
},
"text": "Discarded OutFlow Max=0.10 cfs @ 12.67 hrs HW=112.02' (Free Discharge)\n1=Exfiltration (Controls 0.10 cfs)",
"attrs": {
"block_label": "vision_footnote"
}
},
{
"id": "p74.10",
"order": 40,
"type": "footnote",
"bbox": {
"l": 51.84,
"t": 214.8,
"r": 427.2,
"b": 177.12
},
"text": "Primary OutFlow Max=0.95 cfs @ 12.67 hrs HW=112.02' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.95 cfs @ 2.84 fps)\n3=Orifice/Grate (Controls 0.00 cfs)",
"attrs": {
"block_label": "vision_footnote"
}
}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 75
3 item(s)
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1 · HEADER
2 · CAPTION
3 · FIGURE
Page 75 JSON
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"items": [
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 39",
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"text": "Pond 3P: SSIB #1 SURFACE BASIN",
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Page 76
11 item(s)
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1 · HEADER
2 · CAPTION
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5
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Page 76 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 40",
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"order": 2,
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"text": "Stage-Discharge for Pond 3P: SSIB #1 SURFACE BASIN",
"attrs": {
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{
"id": "p76.3",
"order": 3,
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"r": 500.16,
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"bbox": {
"l": 57.3,
"t": 661.21453,
"r": 97.73433,
"b": 59.66617199999996
},
"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
"attrs": {
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"bbox": {
"l": 109.260182,
"t": 661.21453,
"r": 153.49646,
"b": 59.66617199999996
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"text": "Discharge (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.12\n0.19\n0.28\n0.38\n0.50\n0.62\n0.75\n0.86\n0.94\n1.02\n1.09\n1.16\n1.22\n1.28\n1.33\n1.39\n1.44\n1.49\n1.54\n1.58\n1.63\n1.67",
"attrs": {
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{
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"order": 6,
"type": "table_cell",
"bbox": {
"l": 165.000251,
"t": 661.21453,
"r": 209.236529,
"b": 59.66617199999996
},
"text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12",
"attrs": {
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"col": 2,
"rowspan": 1,
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"bbox_refit": true,
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{
"id": "p76.3.4",
"order": 7,
"type": "table_cell",
"bbox": {
"l": 231.060808,
"t": 661.21453,
"r": 264.933898,
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.04\n0.10\n0.19\n0.29\n0.40\n0.53\n0.66\n0.76\n0.84\n0.92\n0.99\n1.05\n1.11\n1.17\n1.22\n1.27\n1.32\n1.37\n1.42\n1.46\n1.51\n1.55",
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"type": "table_cell",
"bbox": {
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"t": 661.21453,
"r": 328.31433,
"b": 332.666219
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"t": 661.21453,
"r": 384.649982,
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"text": "Discharge (cfs)\n1.72\n1.76\n1.80\n1.84\n1.88\n1.92\n1.95\n1.99\n2.47\n3.30\n4.38\n5.64\n7.07\n8.65\n10.36\n12.19\n14.14\n16.20\n18.37\n20.63\n22.98\n25.43\n27.97\n30.59\n33.29\n36.07\n38.93\n41.14",
"attrs": {
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"bbox": {
"l": 395.580251,
"t": 661.21453,
"r": 440.261303,
"b": 332.606268
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"text": "Discarded (cfs)\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.17\n0.17",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 461.640808,
"t": 661.21453,
"r": 496.12324,
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"text": "Primary (cfs)\n1.59\n1.63\n1.67\n1.71\n1.74\n1.78\n1.82\n1.85\n2.33\n3.16\n4.23\n5.50\n6.92\n8.50\n10.21\n12.04\n13.99\n16.05\n18.21\n20.47\n22.82\n25.27\n27.80\n30.42\n33.12\n35.90\n38.76\n40.97",
"attrs": {
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Page 77
10 item(s)
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1 · HEADER
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Page 77 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 41",
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"text": "Stage-Area-Storage for Pond 3P: SSIB #1 SURFACE BASIN",
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"text": "Surface (sq-ft)\n2,000\n2,022\n2,045\n2,068\n2,090\n2,113\n2,135\n2,157\n2,180\n2,203\n2,225\n2,247\n2,270\n2,293\n2,315\n2,338\n2,360\n2,382\n2,405\n2,428\n2,450\n2,487\n2,525\n2,563\n2,600\n2,638\n2,675\n2,712\n2,750\n2,788\n2,825\n2,862\n2,900\n2,938\n2,975\n3,013\n3,050\n3,087\n3,125\n3,163\n3,200\n3,240\n3,280\n3,320\n3,360\n3,400\n3,440\n3,480\n3,520\n3,560\n3,600\n3,640\n3,680",
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"text": "Storage (cubic-feet)\n0\n101\n202\n305\n409\n514\n620\n728\n836\n946\n1,056\n1,168\n1,281\n1,395\n1,510\n1,627\n1,744\n1,863\n1,982\n2,103\n2,225\n2,348\n2,474\n2,601\n2,730\n2,861\n2,994\n3,128\n3,265\n3,403\n3,544\n3,686\n3,830\n3,976\n4,124\n4,273\n4,425\n4,578\n4,734\n4,891\n5,050\n5,211\n5,374\n5,539\n5,706\n5,875\n6,046\n6,219\n6,394\n6,571\n6,750\n6,931\n7,114",
"attrs": {
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"t": 663.36,
"r": 464.64,
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"t": 661.21453,
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"text": "Surface (sq-ft)\n3,720\n3,760\n3,800\n3,840\n3,880\n3,920\n3,960\n4,000\n4,030\n4,060\n4,090\n4,120\n4,150\n4,180\n4,210\n4,240\n4,270\n4,300\n4,330\n4,360\n4,390\n4,420\n4,450\n4,480\n4,510\n4,540\n4,570\n4,600",
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"text": "Storage (cubic-feet)\n7,299\n7,486\n7,675\n7,866\n8,059\n8,254\n8,451\n8,650\n8,851\n9,053\n9,257\n9,462\n9,669\n9,877\n10,087\n10,298\n10,511\n10,725\n10,941\n11,158\n11,377\n11,597\n11,819\n12,042\n12,267\n12,493\n12,721\n12,950",
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Page 78
32 item(s)
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1 · HEADER
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3 · HEADING
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5 · TABLE
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18 · HEADING
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32 · FOOTNOTE
Table integrity:
2 of 12 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.10 cfs @ 13.45 hrs HW=108.89' (Free Discharge)”
r3c1 (29%): “Max=0.00 cfs @ 5.00 hrs HW=107.50' (Free Discharge)”
Page 78 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 42",
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"text": "Summary for Pond 8P: SSIB #2 UNDERGROUND",
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 2.83\" for 10 YEAR event\nInflow = 1.48 cfs @ 12.08 hrs, Volume= 0.108 af\nOutflow = 0.10 cfs @ 13.45 hrs, Volume= 0.088 af, Atten= 93%, Lag= 82.1 min\nDiscarded = 0.10 cfs @ 13.45 hrs, Volume= 0.088 af\nPrimary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 108.89' @ 13.45 hrs Surf.Area= 0.064 ac Storage= 0.047 af\n\nPlug-Flow detention time= 160.2 min calculated for 0.088 af (81% of inflow)\nCenter-of-Mass det. time= 102.6 min (841.8 - 739.2)",
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"id": "p78.5",
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"type": "table_cell",
"bbox": {
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"text": "Volume\n#1A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids",
"attrs": {
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"type": "table_cell",
"bbox": {
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"r": 150.396899,
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"text": "Invert\n107.50'",
"attrs": {
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"col": 1,
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"order": 8,
"type": "table_cell",
"bbox": {
"l": 167.453925,
"t": 481.084378,
"r": 231.331841,
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"text": "Avail.Storage\n0.048 af",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"type": "table_cell",
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"r": 412.943681,
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"text": "Storage Description\n41.95\"W x 66.33\"L x 3.00\"H Field A",
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"col": 3,
"rowspan": 1,
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"bbox_refit": true,
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"order": 10,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 443.520177,
"r": 85.228595,
"b": 431.532998
},
"text": "#2A",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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{
"id": "p78.5.6",
"order": 11,
"type": "table_cell",
"bbox": {
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"t": 443.520177,
"r": 150.335304,
"b": 431.532998
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"text": "107.83'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
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},
{
"id": "p78.5.7",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 443.520177,
"r": 231.290655,
"b": 431.532998
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"text": "0.057 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
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},
{
"id": "p78.5.8",
"order": 13,
"type": "table_cell",
"bbox": {
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"t": 443.520177,
"r": 509.915235,
"b": 384.013929
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"text": "ADS N-12 24\" x 36 Inside #1\\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\\n36 Chambers in 12 Rows\\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside",
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"id": "p78.5.9",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 52.32,
"t": 398.544,
"r": 178.44,
"b": 377.52
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"text": "",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
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"id": "p78.5.10",
"order": 15,
"type": "table_cell",
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"t": 398.544,
"r": 304.56,
"b": 377.52
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"text": "",
"attrs": {
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"id": "p78.5.11",
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"bbox": {
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"t": 382.200786,
"r": 231.298697,
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"text": "0.105 af",
"attrs": {
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"rowspan": 1,
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{
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"r": 354.519595,
"b": 370.213607
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"text": "Total Available Storage",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1,
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"text": "Storage Group A created with Chamber Wizard",
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"t": 336,
"r": 562.56,
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"attrs": {
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"row": 2,
"col": 1,
"coverage": 0,
"text": "Max=0.10 cfs @ 13.45 hrs HW=108.89' (Free Discharge)"
},
{
"row": 3,
"col": 1,
"coverage": 0.29,
"text": "Max=0.00 cfs @ 5.00 hrs HW=107.50' (Free Discharge)"
}
]
}
},
"children": [
{
"id": "p78.7.1",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 54.000153,
"t": 334.681717,
"r": 86.82526,
"b": 308.893607
},
"text": "Device\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p78.7.2",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 98.873664,
"t": 334.681717,
"r": 147.222394,
"b": 308.893607
},
"text": "Routing\nDiscarded",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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},
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"l": 175.965845,
"t": 334.681717,
"r": 210.937678,
"b": 308.893607
},
"text": "Invert\n107.50'",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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},
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"order": 23,
"type": "table_cell",
"bbox": {
"l": 223.014009,
"t": 334.681717,
"r": 453.384188,
"b": 297.012765
},
"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 105.00'",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p78.7.5",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 297.120177,
"r": 82.384214,
"b": 285.132998
},
"text": "#2",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p78.7.6",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 297.120177,
"r": 135.868946,
"b": 285.132998
},
"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p78.7.7",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 297.120177,
"r": 210.870449,
"b": 285.132998
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"text": "109.00'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p78.7.8",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 297.120177,
"r": 445.634412,
"b": 273.253231
},
"text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p78.7.9",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 261.300424,
"r": 231.763157,
"b": 237.43347700000004
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.10 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p78.7.10",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 305.76,
"t": 276.24,
"r": 562.56,
"b": 256.32
},
"text": "Max=0.10 cfs @ 13.45 hrs HW=108.89' (Free Discharge)",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 2
}
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{
"id": "p78.7.11",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 225.66078600000003,
"r": 240.461861,
"b": 201.79384000000005
},
"text": "Primary OutFlow\n2=Orifice/Grate ( Controls 0.00 cfs)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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}
},
{
"id": "p78.7.12",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 305.76,
"t": 236.4,
"r": 562.56,
"b": 216.48
},
"text": "Max=0.00 cfs @ 5.00 hrs HW=107.50' (Free Discharge)",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 2
}
}
]
},
{
"id": "p78.8",
"order": 32,
"type": "footnote",
"bbox": {
"l": 190.32,
"t": 382.08,
"r": 357.36,
"b": 368.88
},
"text": "0.105 af Total Available Storage",
"attrs": {
"block_label": "vision_footnote"
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}
],
"excluded_furniture": {
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Page 79
6 item(s)
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5 · FIGURE
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Page 79 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 43",
"attrs": {
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"type": "title",
"bbox": {
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"t": 687.84,
"r": 494.16,
"b": 672.72
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"text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A",
"attrs": {
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"r": 543.12,
"b": 406.08
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'",
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"text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone"
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Page 80
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 44",
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Page 81
12 item(s)
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Page 81 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 45",
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"t": 661.21453,
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"text": "Elevation (feet)\n107.50\n107.55\n107.60\n107.65\n107.70\n107.75\n107.80\n107.85\n107.90\n107.95\n108.00\n108.05\n108.10\n108.15\n108.20\n108.25\n108.30\n108.35\n108.40\n108.45\n108.50\n108.55\n108.60\n108.65\n108.70\n108.75\n108.80\n108.85\n108.90\n108.95\n109.00\n109.05\n109.10\n109.15\n109.20\n109.25\n109.30\n109.35\n109.40\n109.45\n109.50\n109.55\n109.60\n109.65\n109.70\n109.75\n109.80\n109.85\n109.90\n109.95\n110.00\n110.05\n110.10",
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"text": "Discharge (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.13\n0.17\n0.23\n0.30\n0.38\n0.46\n0.55\n0.62\n0.68\n0.73\n0.77\n0.82\n0.86\n0.90\n0.94\n0.97\n1.01\n1.04\n1.07\n1.10\n1.13\n1.16",
"attrs": {
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"t": 661.21453,
"r": 209.236529,
"b": 59.66617199999996
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"text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13",
"attrs": {
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"l": 231.060808,
"t": 661.21453,
"r": 264.933898,
"b": 59.66617199999996
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.02\n0.07\n0.12\n0.19\n0.27\n0.35\n0.44\n0.50\n0.56\n0.61\n0.66\n0.70\n0.74\n0.78\n0.81\n0.85\n0.88\n0.91\n0.95\n0.98\n1.00\n1.03",
"attrs": {
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"t": 662.88,
"r": 498.24,
"b": 550.8
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"t": 661.21453,
"r": 328.31433,
"b": 551.0662580000001
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"text": "Elevation (feet)\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50",
"attrs": {
"row": 0,
"col": 0,
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"bbox": {
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"t": 661.21453,
"r": 384.526148,
"b": 551.006306
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"text": "Discharge (cfs)\n1.19\n1.22\n1.25\n1.27\n1.30\n1.33\n1.35\n1.38",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
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"type": "table_cell",
"bbox": {
"l": 395.580251,
"t": 661.21453,
"r": 440.263268,
"b": 551.006306
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"text": "Discarded (cfs)\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14",
"attrs": {
"row": 0,
"col": 2,
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"type": "table_cell",
"bbox": {
"l": 461.640808,
"t": 661.21453,
"r": 496.000389,
"b": 551.006306
},
"text": "Primary (cfs)\n1.06\n1.09\n1.11\n1.14\n1.16\n1.19\n1.21\n1.23",
"attrs": {
"row": 0,
"col": 3,
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Page 82
10 item(s)
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Page 82 JSON
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"r": 474.48,
"b": 672.72
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"text": "Stage-Area-Storage for Pond 8P: SSIB #2 UNDERGROUND",
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"bbox": {
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"t": 661.21453,
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"text": "Elevation (feet)\n107.50\n107.55\n107.60\n107.65\n107.70\n107.75\n107.80\n107.85\n107.90\n107.95\n108.00\n108.05\n108.10\n108.15\n108.20\n108.25\n108.30\n108.35\n108.40\n108.45\n108.50\n108.55\n108.60\n108.65\n108.70\n108.75\n108.80\n108.85\n108.90\n108.95\n109.00\n109.05\n109.10\n109.15\n109.20\n109.25\n109.30\n109.35\n109.40\n109.45\n109.50\n109.55\n109.60\n109.65\n109.70\n109.75\n109.80\n109.85\n109.90\n109.95\n110.00\n110.05\n110.10",
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"bbox": {
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"t": 661.21453,
"r": 159.530474,
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"text": "Surface (acres)\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064",
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"r": 228.350762,
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"text": "Storage (acre-feet)\n0.000\n0.001\n0.003\n0.004\n0.005\n0.006\n0.008\n0.009\n0.010\n0.011\n0.012\n0.013\n0.014\n0.016\n0.018\n0.020\n0.022\n0.024\n0.026\n0.028\n0.030\n0.032\n0.034\n0.036\n0.039\n0.041\n0.043\n0.045\n0.048\n0.050\n0.052\n0.055\n0.057\n0.059\n0.062\n0.064\n0.066\n0.068\n0.071\n0.073\n0.075\n0.077\n0.079\n0.081\n0.083\n0.085\n0.087\n0.089\n0.090\n0.092\n0.093\n0.094\n0.095",
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"bbox": {
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"text": "Elevation (feet)\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50",
"attrs": {
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"text": "Surface (acres)\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064",
"attrs": {
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"bbox": {
"l": 376.860513,
"t": 661.21453,
"r": 422.930276,
"b": 551.006306
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"text": "Storage (acre-feet)\n0.096\n0.097\n0.098\n0.100\n0.101\n0.102\n0.104\n0.105",
"attrs": {
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Page 83
32 item(s)
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footnote (1)
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1 · HEADER
2 · HEADING
3 · HEADING
4 · TEXT
5 · TABLE
6
7
8
9
10
11
12
13
14
15
16
17
18 · HEADING
19 · TABLE
20
21
22
23
24
25
26
27
28
29
30
31
32 · FOOTNOTE
Table integrity:
2 of 12 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.14 cfs @ 13.59 hrs HW=112.59' (Free Discharge)”
r3c1 (29%): “Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)”
Page 83 JSON
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"text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 47",
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"text": "Summary for Pond 9P: SSIB #3 UNDERGROUND",
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac,100.00% Impervious, Inflow Depth > 4.66\" for 10 YEAR event\nInflow = 2.35 cfs @ 12.10 hrs, Volume= 0.179 af\nOutflow = 0.14 cfs @ 13.59 hrs, Volume= 0.127 af, Atten= 94%, Lag= 89.8 min\nDiscarded = 0.14 cfs @ 13.59 hrs, Volume= 0.127 af\nPrimary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 112.59' @ 13.59 hrs Surf.Area= 0.085 ac Storage= 0.087 af\n\nPlug-Flow detention time= 170.1 min calculated for 0.127 af (71% of inflow)\nCenter-of-Mass det. time= 99.5 min ( 833.8 - 734.2 )",
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"id": "p83.5",
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"type": "table_cell",
"bbox": {
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"t": 481.084378,
"r": 549.157135,
"b": 443.412765
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"text": "Volume\n#1A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids",
"attrs": {
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"bbox": {
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"r": 150.396899,
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"text": "Invert\n110.80'",
"attrs": {
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"type": "table_cell",
"bbox": {
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"t": 481.084378,
"r": 231.331841,
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"text": "Avail.Storage\n0.063 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"text": "Storage Description\n55.75'W x 66.33'L x 3.00'H Field A",
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"bbox": {
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"t": 443.520177,
"r": 85.228595,
"b": 431.532998
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"text": "#2A",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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{
"id": "p83.5.6",
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"type": "table_cell",
"bbox": {
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"r": 150.335304,
"b": 431.532998
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"text": "111.13'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
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},
{
"id": "p83.5.7",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 443.520177,
"r": 231.290655,
"b": 431.532998
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"text": "0.076 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"order": 13,
"type": "table_cell",
"bbox": {
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"r": 509.915235,
"b": 384.013929
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"text": "ADS N-12 24\" x 48 Inside #1\\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n48 Chambers in 16 Rows\\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside",
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"t": 397.392,
"r": 178.44,
"b": 376.08
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"text": "",
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"col": 0,
"rowspan": 1,
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"order": 15,
"type": "table_cell",
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"l": 178.44,
"t": 397.392,
"r": 304.56,
"b": 376.08
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"text": "",
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"order": 16,
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"attrs": {
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"rowspan": 1,
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"b": 370.213607
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"text": "Total Available Storage",
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"text": "Storage Group A created with Chamber Wizard",
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"text": "Max=0.14 cfs @ 13.59 hrs HW=112.59' (Free Discharge)"
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"col": 1,
"coverage": 0.29,
"text": "Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)"
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"order": 20,
"type": "table_cell",
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"r": 86.82526,
"b": 308.893607
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"text": "Device\n#1",
"attrs": {
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"col": 0,
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"type": "table_cell",
"bbox": {
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"t": 334.681717,
"r": 147.222394,
"b": 308.893607
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"text": "Routing\nDiscarded",
"attrs": {
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"col": 1,
"rowspan": 1,
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"type": "table_cell",
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"r": 210.937678,
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"text": "Invert\n110.80'",
"attrs": {
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"col": 2,
"rowspan": 1,
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"order": 23,
"type": "table_cell",
"bbox": {
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"t": 334.681717,
"r": 453.384188,
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"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 108.00'",
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"order": 24,
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"t": 297.120177,
"r": 82.384214,
"b": 285.132998
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"text": "#2",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"id": "p83.7.6",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 297.120177,
"r": 135.868946,
"b": 285.132998
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"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"id": "p83.7.7",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 297.120177,
"r": 210.870449,
"b": 285.132998
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"text": "113.00'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
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{
"id": "p83.7.8",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 297.120177,
"r": 451.453995,
"b": 273.253231
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"text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"order": 28,
"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 261.300424,
"r": 231.763157,
"b": 237.43347700000004
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.14 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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{
"id": "p83.7.10",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 306,
"t": 276.1714,
"r": 562.8,
"b": 255.9086
},
"text": "Max=0.14 cfs @ 13.59 hrs HW=112.59' (Free Discharge)",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 2
}
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"id": "p83.7.11",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 225.66078600000003,
"r": 240.461861,
"b": 201.79384000000005
},
"text": "Primary OutFlow\n2=Orifice/Grate ( Controls 0.00 cfs)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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"order": 31,
"type": "table_cell",
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"t": 235.6457,
"r": 562.8,
"b": 215.3829
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"text": "Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 2
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"text": "0.139 af Total Available Storage",
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Page 84
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1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · FIGURE
6 · FOOTER
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'",
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Page 88 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 52"
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"text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method"
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"text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>5.81\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=2.68 cfs 0.349 af"
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"text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 112.33' $ Storage= $ 6,132 $ cf Inflow= $ 2.75 $ cfs 0.374 af Discarded= $ 0.11 $ cfs 0.093 af Primary= $ 1.30 $ cfs 0.199 af Outflow= $ 1.41 $ cfs 0.291 af"
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Page 89
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Page 89 JSON
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Page 90
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42 · CAPTION
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Page 93
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1 · HEADER
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43 · CAPTION
44 · FIGURE
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Page 96
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Table integrity:
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r1c3 (33%): “Custom Stage Data (Prismatic)Listed below (Recalc)”
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"r": 210.870449,
"b": 297.012998
},
"text": "111.50'",
"attrs": {
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"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.6.8",
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"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 309.000177,
"r": 451.453995,
"b": 285.133231
},
"text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
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},
{
"id": "p97.6.9",
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"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 285.240643,
"r": 82.384214,
"b": 273.253464
},
"text": "#3",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.6.10",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 285.240643,
"r": 135.868946,
"b": 273.253464
},
"text": "Primary",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.6.11",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 285.240643,
"r": 210.870449,
"b": 273.253464
},
"text": "113.00'",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.6.12",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 285.240643,
"r": 439.81483,
"b": 261.373697
},
"text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 1,
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{
"id": "p97.7",
"order": 31,
"type": "footnote",
"bbox": {
"l": 51.12,
"t": 250.56,
"r": 439.44,
"b": 224.16
},
"text": "Discarded OutFlow Max=0.11 cfs @ 12.65 hrs HW=112.32' (Free Discharge)\n1=Exfiltration (Controls 0.11 cfs)",
"attrs": {
"block_label": "vision_footnote"
}
},
{
"id": "p97.8",
"order": 32,
"type": "footnote",
"bbox": {
"l": 51.84,
"t": 214.8,
"r": 427.2,
"b": 177.12
},
"text": "Primary OutFlow Max=1.30 cfs @ 12.65 hrs HW=112.32' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 1.30 cfs @ 3.90 fps)\n3=Orifice/Grate (Controls 0.00 cfs)",
"attrs": {
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Page 98
3 item(s)
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Page 98 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 62",
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Page 99
11 item(s)
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Page 99 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 63",
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"text": "Stage-Discharge for Pond 3P: SSIB #1 SURFACE BASIN",
"attrs": {
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"text": "Discharge (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.12\n0.19\n0.28\n0.38\n0.50\n0.62\n0.75\n0.86\n0.94\n1.02\n1.09\n1.16\n1.22\n1.28\n1.33\n1.39\n1.44\n1.49\n1.54\n1.58\n1.63\n1.67",
"attrs": {
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"l": 165.000251,
"t": 661.21453,
"r": 209.236529,
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"text": "Discarded (cfs)\n0.00\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.05\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12",
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"attrs": {
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"type": "table_cell",
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"t": 661.21453,
"r": 328.31433,
"b": 332.666219
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"t": 661.21453,
"r": 384.649982,
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"text": "Discharge (cfs)\n1.72\n1.76\n1.80\n1.84\n1.88\n1.92\n1.95\n1.99\n2.47\n3.30\n4.38\n5.64\n7.07\n8.65\n10.36\n12.19\n14.14\n16.20\n18.37\n20.63\n22.98\n25.43\n27.97\n30.59\n33.29\n36.07\n38.93\n41.14",
"attrs": {
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"col": 5,
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"bbox": {
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"t": 661.21453,
"r": 440.261303,
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"text": "Discarded (cfs)\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.17\n0.17",
"attrs": {
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"col": 6,
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"type": "table_cell",
"bbox": {
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"t": 661.21453,
"r": 496.12324,
"b": 332.606268
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"text": "Primary (cfs)\n1.59\n1.63\n1.67\n1.71\n1.74\n1.78\n1.82\n1.85\n2.33\n3.16\n4.23\n5.50\n6.92\n8.50\n10.21\n12.04\n13.99\n16.05\n18.21\n20.47\n22.82\n25.27\n27.80\n30.42\n33.12\n35.90\n38.76\n40.97",
"attrs": {
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"col": 7,
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Page 100
10 item(s)
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caption (1)
header (1)
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1 · HEADER
2 · CAPTION
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4
5
6
7 · TABLE
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Page 100 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 64",
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"text": "Surface (sq-ft)\n2,000\n2,022\n2,045\n2,068\n2,090\n2,113\n2,135\n2,157\n2,180\n2,203\n2,225\n2,247\n2,270\n2,293\n2,315\n2,338\n2,360\n2,382\n2,405\n2,428\n2,450\n2,487\n2,525\n2,563\n2,600\n2,638\n2,675\n2,712\n2,750\n2,788\n2,825\n2,862\n2,900\n2,938\n2,975\n3,013\n3,050\n3,087\n3,125\n3,163\n3,200\n3,240\n3,280\n3,320\n3,360\n3,400\n3,440\n3,480\n3,520\n3,560\n3,600\n3,640\n3,680",
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"bbox": {
"l": 198.240851,
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"text": "Storage (cubic-feet)\n0\n101\n202\n305\n409\n514\n620\n728\n836\n946\n1,056\n1,168\n1,281\n1,395\n1,510\n1,627\n1,744\n1,863\n1,982\n2,103\n2,225\n2,348\n2,474\n2,601\n2,730\n2,861\n2,994\n3,128\n3,265\n3,403\n3,544\n3,686\n3,830\n3,976\n4,124\n4,273\n4,425\n4,578\n4,734\n4,891\n5,050\n5,211\n5,374\n5,539\n5,706\n5,875\n6,046\n6,219\n6,394\n6,571\n6,750\n6,931\n7,114",
"attrs": {
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"text": "Surface (sq-ft)\n3,720\n3,760\n3,800\n3,840\n3,880\n3,920\n3,960\n4,000\n4,030\n4,060\n4,090\n4,120\n4,150\n4,180\n4,210\n4,240\n4,270\n4,300\n4,330\n4,360\n4,390\n4,420\n4,450\n4,480\n4,510\n4,540\n4,570\n4,600",
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"text": "Storage (cubic-feet)\n7,299\n7,486\n7,675\n7,866\n8,059\n8,254\n8,451\n8,650\n8,851\n9,053\n9,257\n9,462\n9,669\n9,877\n10,087\n10,298\n10,511\n10,725\n10,941\n11,158\n11,377\n11,597\n11,819\n12,042\n12,267\n12,493\n12,721\n12,950",
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Page 101
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28 · FOOTNOTE
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Page 101 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 65",
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 3.64\" for 25 year event\nInflow = 1.84 cfs @ 12.08 hrs, Volume= 0.139 af\nOutflow = 0.22 cfs @ 12.88 hrs, Volume= 0.108 af, Atten= 88%, Lag= 47.6 min\nDiscarded = 0.11 cfs @ 12.88 hrs, Volume= 0.096 af\nPrimary = 0.12 cfs @ 12.88 hrs, Volume= 0.012 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 109.14' @ 12.88 hrs Surf.Area= 0.064 ac Storage= 0.059 af\n\nPlug-Flow detention time= 151.0 min calculated for 0.108 af (77% of inflow)\nCenter-of-Mass det. time= 86.4 min ( 828.2 - 741.8 )",
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"text": "Volume\n#1A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids",
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"text": "Invert\n107.50'",
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"t": 481.084378,
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"text": "Avail.Storage\n0.048 af",
"attrs": {
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"col": 2,
"rowspan": 1,
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"text": "Storage Description\n41.95\"W x 66.33\"L x 3.00\"H Field A",
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"t": 443.520177,
"r": 85.228595,
"b": 431.532998
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"text": "#2A",
"attrs": {
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"col": 0,
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"t": 443.520177,
"r": 231.290655,
"b": 431.532998
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"text": "0.057 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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"r": 509.915235,
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"text": "ADS N-12 24\" x 36 Inside #1\\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\\n36 Chambers in 12 Rows\\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside",
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"attrs": {
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"r": 453.384188,
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"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 105.00'",
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"text": "8.0\" W × 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
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Page 102
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Page 103
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"text": "Elevation (feet)\n107.50\n107.55\n107.60\n107.65\n107.70\n107.75\n107.80\n107.85\n107.90\n107.95\n108.00\n108.05\n108.10\n108.15\n108.20\n108.25\n108.30\n108.35\n108.40\n108.45\n108.50\n108.55\n108.60\n108.65\n108.70\n108.75\n108.80\n108.85\n108.90\n108.95\n109.00\n109.05\n109.10\n109.15\n109.20\n109.25\n109.30\n109.35\n109.40\n109.45\n109.50\n109.55\n109.60\n109.65\n109.70\n109.75\n109.80\n109.85\n109.90\n109.95\n110.00\n110.05\n110.10",
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"text": "Discarded (cfs)\n0.00\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.11\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.12\n0.13\n0.13\n0.13\n0.13\n0.13",
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"attrs": {
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"attrs": {
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"col": 1,
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"attrs": {
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"col": 2,
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Page 106 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 70",
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"text": "Inflow Area = 0.460 ac, 100.00% Impervious, Inflow Depth > 5.82\" for 25 year event\nInflow = 2.92 cfs @ 12.10 hrs, Volume= 0.223 af\nOutflow = 0.21 cfs @ 13.40 hrs, Volume= 0.146 af, Atten= 93%, Lag= 78.6 min\nDiscarded = 0.15 cfs @ 13.40 hrs, Volume= 0.141 af\nPrimary = 0.05 cfs @ 13.40 hrs, Volume= 0.004 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 113.06' @ 13.40 hrs Surf.Area= 0.085 ac Storage= 0.114 af\n\nPlug-Flow detention time= 171.6 min calculated for 0.145 af (65% of inflow)\nCenter-of-Mass det. time= 94.1 min ( 827.4 - 733.4 )",
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"text": "Volume\n#1A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids",
"attrs": {
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"text": "Invert\n110.80'",
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"text": "Avail.Storage\n0.063 af",
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"col": 2,
"rowspan": 1,
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"text": "Storage Description\n55.75'W x 66.33'L x 3.00'H Field A",
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"r": 85.228595,
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"text": "#2A",
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"text": "0.139 af",
"attrs": {
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"text": "Total Available Storage",
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"text": "Storage Group A created with Chamber Wizard",
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Page 107
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"text": "Elevation (feet)\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80",
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Page 110
10 item(s)
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Page 110 JSON
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"text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 74",
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"text": "Elevation (feet)\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40",
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Page 113
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45 · CAPTION
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Page 114
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37 · CAPTION
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Page 115
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41 · CAPTION
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r2c2 (0%): “Impervious Area”
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 82",
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r1c3 (33%): “Custom Stage Data (Prismatic)Listed below (Recalc)”
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"text": "[82] Warning: Early inflow requires earlier time span",
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"t": 467.280786,
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"text": "#1",
"attrs": {
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"text": "110.00'",
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"t": 467.280786,
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"b": 455.293607
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"text": "12,950 cf",
"attrs": {
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"col": 2,
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"colspan": 1,
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{
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"r": 558.24,
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"attrs": {
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"type": "table_cell",
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"t": 443.521252,
"r": 187.562155,
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"type": "table_cell",
"bbox": {
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"t": 443.521252,
"r": 358.898543,
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"text": "Inc.Store\\n(cubic-feet)\n0\n2,225\n2,825\n3,600\n4,300",
"attrs": {
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"r": 358.999511,
"b": 358.334538
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"attrs": {
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"rowspan": 1,
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"type": "table",
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"t": 347.04,
"r": 455.28,
"b": 259.2
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"text": "",
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"cells_flagged": 0
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"type": "table_cell",
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"t": 346.562183,
"r": 86.825021,
"b": 320.773607
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"text": "Device\n#1",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"type": "table_cell",
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"r": 147.222394,
"b": 320.773607
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"attrs": {
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"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 106.00'",
"attrs": {
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"col": 3,
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"b": 297.012998
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"attrs": {
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"attrs": {
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{
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"attrs": {
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"text": "#3",
"attrs": {
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"col": 0,
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"attrs": {
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"col": 3,
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Page 121
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 85",
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"order": 8,
"type": "table_cell",
"bbox": {
"l": 287.88,
"t": 661.21453,
"r": 328.31433,
"b": 332.666219
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"bbox": {
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"t": 661.21453,
"r": 384.649982,
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"text": "Discharge (cfs)\n1.72\n1.76\n1.80\n1.84\n1.88\n1.92\n1.95\n1.99\n2.47\n3.30\n4.38\n5.64\n7.07\n8.65\n10.36\n12.19\n14.14\n16.20\n18.37\n20.63\n22.98\n25.43\n27.97\n30.59\n33.29\n36.07\n38.93\n41.14",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 395.580251,
"t": 661.21453,
"r": 440.261303,
"b": 332.606268
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"text": "Discarded (cfs)\n0.13\n0.13\n0.13\n0.13\n0.13\n0.14\n0.14\n0.14\n0.14\n0.14\n0.14\n0.15\n0.15\n0.15\n0.15\n0.15\n0.15\n0.16\n0.16\n0.16\n0.16\n0.16\n0.17\n0.17\n0.17\n0.17\n0.17\n0.17",
"attrs": {
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"col": 6,
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{
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"type": "table_cell",
"bbox": {
"l": 461.640808,
"t": 661.21453,
"r": 496.12324,
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"text": "Primary (cfs)\n1.59\n1.63\n1.67\n1.71\n1.74\n1.78\n1.82\n1.85\n2.33\n3.16\n4.23\n5.50\n6.92\n8.50\n10.21\n12.04\n13.99\n16.05\n18.21\n20.47\n22.82\n25.27\n27.80\n30.42\n33.12\n35.90\n38.76\n40.97",
"attrs": {
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Page 123
10 item(s)
JSON
caption (1)
header (1)
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1 · HEADER
2 · CAPTION
3 · TABLE
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5
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7 · TABLE
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Page 123 JSON
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 87",
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"text": "Stage-Area-Storage for Pond 3P: SSIB #1 SURFACE BASIN",
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"text": "Elevation (feet)\n110.00\n110.05\n110.10\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50\n110.55\n110.60\n110.65\n110.70\n110.75\n110.80\n110.85\n110.90\n110.95\n111.00\n111.05\n111.10\n111.15\n111.20\n111.25\n111.30\n111.35\n111.40\n111.45\n111.50\n111.55\n111.60\n111.65\n111.70\n111.75\n111.80\n111.85\n111.90\n111.95\n112.00\n112.05\n112.10\n112.15\n112.20\n112.25\n112.30\n112.35\n112.40\n112.45\n112.50\n112.55\n112.60",
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"text": "Surface (sq-ft)\n2,000\n2,022\n2,045\n2,068\n2,090\n2,113\n2,135\n2,157\n2,180\n2,203\n2,225\n2,247\n2,270\n2,293\n2,315\n2,338\n2,360\n2,382\n2,405\n2,428\n2,450\n2,487\n2,525\n2,563\n2,600\n2,638\n2,675\n2,712\n2,750\n2,788\n2,825\n2,862\n2,900\n2,938\n2,975\n3,013\n3,050\n3,087\n3,125\n3,163\n3,200\n3,240\n3,280\n3,320\n3,360\n3,400\n3,440\n3,480\n3,520\n3,560\n3,600\n3,640\n3,680",
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"l": 198.240851,
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"text": "Storage (cubic-feet)\n0\n101\n202\n305\n409\n514\n620\n728\n836\n946\n1,056\n1,168\n1,281\n1,395\n1,510\n1,627\n1,744\n1,863\n1,982\n2,103\n2,225\n2,348\n2,474\n2,601\n2,730\n2,861\n2,994\n3,128\n3,265\n3,403\n3,544\n3,686\n3,830\n3,976\n4,124\n4,273\n4,425\n4,578\n4,734\n4,891\n5,050\n5,211\n5,374\n5,539\n5,706\n5,875\n6,046\n6,219\n6,394\n6,571\n6,750\n6,931\n7,114",
"attrs": {
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"t": 663.6,
"r": 464.64,
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"t": 661.21453,
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"text": "Elevation (feet)\n112.65\n112.70\n112.75\n112.80\n112.85\n112.90\n112.95\n113.00\n113.05\n113.10\n113.15\n113.20\n113.25\n113.30\n113.35\n113.40\n113.45\n113.50\n113.55\n113.60\n113.65\n113.70\n113.75\n113.80\n113.85\n113.90\n113.95\n114.00",
"attrs": {
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"text": "Surface (sq-ft)\n3,720\n3,760\n3,800\n3,840\n3,880\n3,920\n3,960\n4,000\n4,030\n4,060\n4,090\n4,120\n4,150\n4,180\n4,210\n4,240\n4,270\n4,300\n4,330\n4,360\n4,390\n4,420\n4,450\n4,480\n4,510\n4,540\n4,570\n4,600",
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"text": "Storage (cubic-feet)\n7,299\n7,486\n7,675\n7,866\n8,059\n8,254\n8,451\n8,650\n8,851\n9,053\n9,257\n9,462\n9,669\n9,877\n10,087\n10,298\n10,511\n10,725\n10,941\n11,158\n11,377\n11,597\n11,819\n12,042\n12,267\n12,493\n12,721\n12,950",
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Page 124
30 item(s)
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footnote (3)
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1 · HEADER
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3 · HEADING
4 · TEXT
5 · TABLE
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18 · HEADING
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28 · FOOTNOTE
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Page 124 JSON
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 88",
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"text": "Summary for Pond 8P: SSIB #2 UNDERGROUND",
"attrs": {
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{
"id": "p124.3",
"order": 3,
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"bbox": {
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 5.52\" for 100 YEAR event\nInflow = 2.68 cfs @ 12.08 hrs, Volume= 0.212 af\nOutflow = 0.74 cfs @ 12.35 hrs, Volume= 0.170 af, Atten=72%, Lag=15.9 min\nDiscarded = 0.12 cfs @ 12.35 hrs, Volume= 0.105 af\nPrimary = 0.63 cfs @ 12.35 hrs, Volume= 0.065 af\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 109.52' @ 12.35 hrs Surf.Area= 0.064 ac Storage= 0.076 af\n\nPlug-Flow detention time= 113.4 min calculated for 0.169 af (80% of inflow)\nCenter-of-Mass det. time= 54.7 min (800.7 - 746.0)",
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"id": "p124.5",
"order": 5,
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"type": "table_cell",
"bbox": {
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"t": 481.084378,
"r": 549.157135,
"b": 443.412765
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"text": "Volume\n#1A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids",
"attrs": {
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"rowspan": 1,
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"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 481.084378,
"r": 150.396899,
"b": 455.293607
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"text": "Invert\n107.50'",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
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"bbox_refit": true,
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"order": 8,
"type": "table_cell",
"bbox": {
"l": 167.453925,
"t": 481.084378,
"r": 231.331841,
"b": 455.293607
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"text": "Avail.Storage\n0.048 af",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"order": 9,
"type": "table_cell",
"bbox": {
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"t": 481.084378,
"r": 412.943681,
"b": 455.113155
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"text": "Storage Description\n41.95\"W x 66.33\"L x 3.00\"H Field A",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
"id": "p124.5.5",
"order": 10,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 443.520177,
"r": 85.228595,
"b": 431.532998
},
"text": "#2A",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p124.5.6",
"order": 11,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 443.520177,
"r": 150.335304,
"b": 431.532998
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"text": "107.83'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p124.5.7",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 443.520177,
"r": 231.290655,
"b": 431.532998
},
"text": "0.057 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p124.5.8",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 243.479769,
"t": 443.520177,
"r": 509.915235,
"b": 384.013929
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"text": "ADS N-12 24\" x 36 Inside #1\\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\\n36 Chambers in 12 Rows\\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside",
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"col": 3,
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"id": "p124.5.9",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 52.32,
"t": 398.352,
"r": 178.44,
"b": 377.28
},
"text": "",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
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{
"id": "p124.5.10",
"order": 15,
"type": "table_cell",
"bbox": {
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"t": 398.352,
"r": 304.56,
"b": 377.28
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"text": "",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
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"bbox": {
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"t": 382.200786,
"r": 231.298697,
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"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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},
{
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"r": 354.519595,
"b": 370.213607
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"text": "Total Available Storage",
"attrs": {
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"text": "Storage Group A created with Chamber Wizard",
"attrs": {
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{
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"r": 556.8,
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"r": 86.82526,
"b": 308.893607
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"text": "Device\n#1",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 98.873664,
"t": 334.681717,
"r": 147.222394,
"b": 308.893607
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"text": "Routing\nDiscarded",
"attrs": {
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"col": 1,
"rowspan": 1,
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"type": "table_cell",
"bbox": {
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"r": 210.937678,
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"text": "Invert\n107.50'",
"attrs": {
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"col": 2,
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"id": "p124.7.4",
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"t": 334.681717,
"r": 453.384188,
"b": 297.012765
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"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 105.00'",
"attrs": {
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"col": 3,
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"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 297.120177,
"r": 82.384214,
"b": 285.132998
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"text": "#2",
"attrs": {
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"col": 0,
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"id": "p124.7.6",
"order": 25,
"type": "table_cell",
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"l": 98.876253,
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"r": 135.868946,
"b": 285.132998
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"attrs": {
"row": 1,
"col": 1,
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"bbox_refit": true
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"id": "p124.7.7",
"order": 26,
"type": "table_cell",
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"l": 175.97229,
"t": 297.120177,
"r": 210.870449,
"b": 285.132998
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"text": "109.00'",
"attrs": {
"row": 1,
"col": 2,
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"colspan": 1,
"bbox_refit": true
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"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 296.939725,
"r": 378.049708,
"b": 273.253231
},
"text": "8.0\" W × 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
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"t": 381.84,
"r": 357.36,
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"text": "0.105 af Total Available Storage",
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"order": 29,
"type": "footnote",
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"r": 438,
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"text": "Discarded OutFlow Max=0.12 cfs @ 12.35 hrs HW=109.52' (Free Discharge)\n1=Exfiltration (Controls 0.12 cfs)",
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"order": 30,
"type": "footnote",
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"t": 227.04,
"r": 426.72,
"b": 200.88
},
"text": "Primary OutFlow Max=0.63 cfs @ 12.35 hrs HW=109.52' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.63 cfs @ 2.82 fps)",
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Page 125
6 item(s)
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 89",
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'",
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"text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone"
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Page 126
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Page 128 JSON
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"text": "Surface (acres)\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064\n0.064",
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"text": "Storage (acre-feet)\n0.000\n0.001\n0.003\n0.004\n0.005\n0.006\n0.008\n0.009\n0.010\n0.011\n0.012\n0.013\n0.014\n0.016\n0.018\n0.020\n0.022\n0.024\n0.026\n0.028\n0.030\n0.032\n0.034\n0.036\n0.039\n0.041\n0.043\n0.045\n0.048\n0.050\n0.052\n0.055\n0.057\n0.059\n0.062\n0.064\n0.066\n0.068\n0.071\n0.073\n0.075\n0.077\n0.079\n0.081\n0.083\n0.085\n0.087\n0.089\n0.090\n0.092\n0.093\n0.094\n0.095",
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"text": "Elevation (feet)\n110.15\n110.20\n110.25\n110.30\n110.35\n110.40\n110.45\n110.50",
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"text": "Storage (acre-feet)\n0.096\n0.097\n0.098\n0.100\n0.101\n0.102\n0.104\n0.105",
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Page 129
30 item(s)
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footnote (3)
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1 · HEADER
2 · HEADING
3 · HEADING
4 · TEXT
5 · TABLE
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18 · HEADING
19 · TABLE
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28 · FOOTNOTE
29 · FOOTNOTE
30 · FOOTNOTE
Page 129 JSON
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 93",
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"text": "[82] Warning: Early inflow requires earlier time span",
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"text": "Inflow Area = 0.460 ac, 100.00% Impervious, Inflow Depth > 8.30\" for 100 YEAR event\nInflow = 4.15 cfs @ 12.10 hrs, Volume= 0.318 af\nOutflow = 1.49 cfs @ 12.27 hrs, Volume= 0.228 af, Atten= 64%, Lag= 10.6 min\nDiscarded = 0.17 cfs @ 12.27 hrs, Volume= 0.153 af\nPrimary = 1.32 cfs @ 12.27 hrs, Volume= 0.075 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 113.57' @ 12.27 hrs Surf.Area= 0.085 ac Storage= 0.132 af\n\nPlug-Flow detention time= 134.7 min calculated for 0.228 af (72% of inflow)\nCenter-of-Mass det. time= 64.8 min (797.2 - 732.4)",
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"text": "Volume\n#1A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids",
"attrs": {
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"text": "Invert\n110.80'",
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"type": "table_cell",
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"r": 231.331841,
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"text": "Avail.Storage\n0.063 af",
"attrs": {
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"col": 2,
"rowspan": 1,
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"type": "table_cell",
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"text": "Storage Description\n55.75'W x 66.33'L x 3.00'H Field A",
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"order": 10,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 443.520177,
"r": 85.228595,
"b": 431.532998
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"text": "#2A",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"text": "111.13'",
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"type": "table_cell",
"bbox": {
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"t": 443.520177,
"r": 231.290655,
"b": 431.532998
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"text": "0.076 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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"order": 13,
"type": "table_cell",
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"r": 509.915235,
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"text": "ADS N-12 24\" x 48 Inside #1\\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n48 Chambers in 16 Rows\\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside",
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"t": 397.584,
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"t": 397.584,
"r": 304.56,
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"attrs": {
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"text": "Storage Group A created with Chamber Wizard",
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"r": 147.222394,
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"text": "Routing\nDiscarded",
"attrs": {
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"text": "Invert\n110.80'",
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"text": "Outlet Devices\n1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 108.00'",
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"attrs": {
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"text": "Discarded OutFlow Max=0.17 cfs @ 12.27 hrs HW=113.56' (Free Discharge)\n1=Exfiltration (Controls 0.17 cfs)",
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Page 130
6 item(s)
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1 · HEADER
2 · TITLE
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5 · FIGURE
6 · FOOTER
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"text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 94",
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'",
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Page 131
3 item(s)
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caption (1)
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1 · HEADER
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r1c10 (50%): “MANNINGS $ AN_{{3}} $”
r3c3 (50%): “(3A × C)”
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"text": "Adherence to the Standards for Soil Erosion and Sediment Control Standards requires basin\nroutings based upon the presumption that the basins and recharge systems are full to the elevation of\nthe first outlet structure for the 2 and 10 year storm events. The enclosed routings show that safe\npassage of the 2 and 10 year storm events will result for all cases, indicating compliance."
},
{
"id": "p136.3",
"order": 3,
"type": "text",
"bbox": {
"l": 68.4,
"t": 485.28,
"r": 540.96,
"b": 442.08
},
"text": "Note that computations are based upon no ex-filtration from any SSIB, and the presumption that it is full to the first outlet."
},
{
"id": "p136.4",
"order": 4,
"type": "heading",
"bbox": {
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"t": 429.36,
"r": 179.28,
"b": 413.04
},
"text": "1. Rip Rap Apron",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p136.5",
"order": 5,
"type": "text",
"bbox": {
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"t": 397.68,
"r": 157.68,
"b": 383.52
},
"text": "a. for Tw >[p136.5.1] Do",
"children": [
{
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"order": 6,
"type": "text",
"bbox": {
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"r": 157.68,
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},
"text": "1/2",
"attrs": {
"inline": true,
"text_offset": 11,
"text_span": 10,
"bbox_estimated": true
}
}
]
},
{
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"order": 7,
"type": "text",
"bbox": {
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"r": 205.2,
"b": 313.2
},
"text": "q=Q/Wo\nLa=3(q/Do^{0.5})\nWa=3Wo+0.4La\nD50=(0.02q^{1.33})/Tw"
},
{
"id": "p136.7",
"order": 8,
"type": "text",
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},
"text": "b. for Tw <1/2 Do"
},
{
"id": "p136.8",
"order": 9,
"type": "text",
"bbox": {
"l": 104.16,
"t": 271.44,
"r": 223.2,
"b": 217.44
},
"text": "q=Q/Wo\nLa= 1.8(q/Do^{0.5}) + 7Do\nW= 3Wo + La\nD50=(0.02q^{1.33})/Tw"
},
{
"id": "p136.9",
"order": 10,
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"t": 192,
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},
"text": "",
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},
"children": [
{
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"bbox": {
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"t": 190.07176100000004,
"r": 150.996116,
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},
"text": "ID",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
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},
{
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"bbox": {
"l": 196.485806,
"t": 190.07176100000004,
"r": 219.987232,
"b": 176.81291799999997
},
"text": "Q 25",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
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},
{
"id": "p136.9.3",
"order": 13,
"type": "table_cell",
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"t": 190.07176100000004,
"r": 264.303149,
"b": 176.81291799999997
},
"text": "q",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
}
},
{
"id": "p136.9.4",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 300.594292,
"t": 190.07176100000004,
"r": 316.558082,
"b": 176.81291799999997
},
"text": "Tw",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
}
},
{
"id": "p136.9.5",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 342.55078,
"t": 190.07176100000004,
"r": 359.798056,
"b": 176.81291799999997
},
"text": "Wo",
"attrs": {
"row": 0,
"col": 4,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
}
},
{
"id": "p136.9.6",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 386.267834,
"t": 190.07176100000004,
"r": 398.889964,
"b": 176.81291799999997
},
"text": "La",
"attrs": {
"row": 0,
"col": 5,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
}
},
{
"id": "p136.9.7",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 421.896484,
"t": 190.07176100000004,
"r": 438.461055,
"b": 176.81291799999997
},
"text": "Wa",
"attrs": {
"row": 0,
"col": 6,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
}
},
{
"id": "p136.9.8",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 455.160004,
"t": 190.07176100000004,
"r": 493.625443,
"b": 163.01289999999995
},
"text": "D50 (inches)",
"attrs": {
"row": 0,
"col": 7,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "pdf"
}
},
{
"id": "p136.9.9",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 129.959999,
"t": 161.99176,
"r": 159.58864,
"b": 120.05292399999996
},
"text": "FES 1\nFES 2\nFES 3",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.10",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 197.759995,
"t": 161.99176,
"r": 218.720226,
"b": 120.05292399999996
},
"text": "0.30\n2.8\n0.8",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.11",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 250.799996,
"t": 161.99176,
"r": 271.760227,
"b": 120.05292399999996
},
"text": "0.24\n2.24\n0.64",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.12",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 298.080002,
"t": 161.99176,
"r": 319.040233,
"b": 120.05292399999996
},
"text": "0.12\n0.12\n0.12",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
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"order": 23,
"type": "table_cell",
"bbox": {
"l": 340.799996,
"t": 161.99176,
"r": 361.760227,
"b": 120.05292399999996
},
"text": "1.25\n1.25\n1.25",
"attrs": {
"row": 1,
"col": 4,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.14",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 382.200005,
"t": 161.99176,
"r": 403.160236,
"b": 120.05292399999996
},
"text": "0.65\n6.0\n1.7",
"attrs": {
"row": 1,
"col": 5,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.15",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 422.88002,
"t": 161.99176,
"r": 437.851614,
"b": 120.05292399999996
},
"text": "4.0\n6.2\n4.5",
"attrs": {
"row": 1,
"col": 6,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.16",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 463.919999,
"t": 161.99176,
"r": 484.88023,
"b": 120.05292399999996
},
"text": "0.30\n6\n1.1",
"attrs": {
"row": 1,
"col": 7,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p136.9.17",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 108.24,
"t": 122.304,
"r": 157.5,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.18",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 157.5,
"t": 122.304,
"r": 206.76,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.19",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 206.76,
"t": 122.304,
"r": 256.02,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.20",
"order": 30,
"type": "table_cell",
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"t": 122.304,
"r": 305.28,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.21",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 305.28,
"t": 122.304,
"r": 354.54,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 4,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.22",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 354.54,
"t": 122.304,
"r": 403.8,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 5,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.23",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 403.8,
"t": 122.304,
"r": 453.06,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 6,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p136.9.24",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 453.06,
"t": 122.304,
"r": 502.32,
"b": 104.88
},
"text": "",
"attrs": {
"row": 2,
"col": 7,
"rowspan": 1,
"colspan": 1
}
}
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}
],
"excluded_furniture": {
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}
}
Page 137
7 item(s)
JSON
formula (1)
heading (1)
text (5)
1 · HEADING
2 · TEXT
3 · TEXT
4 · TEXT
5
6 · TEXT
7 · TEXT
Page 137 JSON
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"items": [
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"b": 702.96
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"text": "2.Scour Hole",
"attrs": {
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"level": 3
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"t": 686.16,
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"b": 671.76
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"text": "FES # 4 use scour hole"
},
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"id": "p137.3",
"order": 3,
"type": "text",
"bbox": {
"l": 70.32,
"t": 653.52,
"r": 127.92,
"b": 638.4
},
"text": "Let y=Do"
},
{
"id": "p137.4",
"order": 4,
"type": "text",
"bbox": {
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"t": 623.04,
"r": 210.72,
"b": 606
},
"text": "D50=0.0082 q [p137.4.1]/(Tw)",
"children": [
{
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"order": 5,
"type": "formula",
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"t": 623.04,
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"b": 606
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"text": "D50 = 0.0082\\, q^{1.33} / (Tw)",
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"mathml": "<math aria-label=\"D50 equals 0.0082, q to the power of 1.33 over Tw\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mi>D</mi><mn>50</mn><mo>=</mo><mn>0.0082</mn><mspace width=\"0.167em\" /><msup><mi>q</mi><mrow><mn>1.33</mn></mrow></msup><mo>/</mo><mo stretchy=\"false\">(</mo><mi>T</mi><mi>w</mi><mo stretchy=\"false\">)</mo></mrow></math>"
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"text": "Find D50 = 0.09"
},
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"order": 7,
"type": "text",
"bbox": {
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"t": 557.76,
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"b": 542.64
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"text": "Use D50 = 3 inches"
}
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Page 138
6 item(s)
JSON
caption (1)
figure (1)
footer (2)
text (2)
1 · FIGURE
2 · CAPTION
3 · TEXT
4 · TEXT
5 · FOOTER
6 · FOOTER
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"text": "Link\nRouting Diagram for OCSCD\nPrepared by Professional Design Services, Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC"
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"id": "p138.4",
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{
"id": "p138.5",
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Page 139
28 item(s)
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caption (1)
form_field (2)
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1 · TABLE
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3
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5
6
7
8
9 · CAPTION
10 · TABLE
11
12
13
14
15
16
17
18
19
20
21
22
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Page 145
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1 · HEADER
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43 · CAPTION
44 · FIGURE
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Page 146
40 item(s)
JSON
caption (1)
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table (1)
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1 · HEADER
2 · HEADING
3 · TEXT
4 · TEXT
5 · TABLE
6
7
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30
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35
36
37
38
39 · CAPTION
40 · FIGURE
Table integrity:
1 of 27 cells don't match the text layer at their coordinates.
r2c2 (0%): “Impervious Area”
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Page 147
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1 · HEADER
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26
27
28
29
30
31
32
33
34
35
36
37
38
39 · FOOTNOTE
40 · FOOTNOTE
41 · FOOTNOTE
Table integrity:
1 of 8 cells don't match the text layer at their coordinates.
r1c1 (17%): “0.87 cfs @ 12.51 hrs, Volume= 0.171 af, Atten= 36%, Lag= 16…”
Table integrity:
1 of 26 cells don't match the text layer at their coordinates.
r1c4 (33%): “Listed below (Recalc)”
Page 152 JSON
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"text": "Inflow Area =\nInflow =",
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"text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
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"text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)",
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"text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=1111.50' (Free Discharge)\n1=Exfiltration (Controls 0.00 cfs)",
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},
{
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"text": "Primary OutFlow Max=0.87 cfs @ 12.51 hrs HW=111.97' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.87 cfs @ 2.61 fps)\n3=Orifice/Grate (Controls 0.00 cfs)",
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}
Page 153
3 item(s)
JSON
caption (1)
figure (1)
header (1)
1 · HEADER
2 · CAPTION
3 · FIGURE
Page 153 JSON
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"text": "OCSCD NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 16",
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Page 154
37 item(s)
JSON
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1 · HEADER
2 · HEADING
3 · TABLE
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5
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7
8
9
10
11 · TEXT
12 · TABLE
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14
15
16
17
18
19
20
21 · HEADING
22 · TABLE
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37 · FOOTNOTE
Table integrity:
2 of 14 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.00 cfs @ 5.00 hrs”
r3c1 (0%): “Max=0.44 cfs @ 12.18 hrs”
Page 154 JSON
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"id": "p154.1",
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"text": "OCSCD NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 17",
"attrs": {
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"id": "p154.2",
"order": 2,
"type": "heading",
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"text": "Summary for Pond 8P: SSIB #2 UNDERGROUND",
"attrs": {
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"level": 3
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{
"id": "p154.3",
"order": 3,
"type": "table",
"bbox": {
"l": 54,
"t": 664.8,
"r": 536.4,
"b": 516.616268
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 7,
"n_cols": 1,
"integrity": {
"cells_checked": 7,
"cells_flagged": 0
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},
"children": [
{
"id": "p154.3.1",
"order": 4,
"type": "table_cell",
"bbox": {
"l": 55.44,
"t": 664.8,
"r": 536.4,
"b": 648.64
},
"text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 1.71\" for 2 YEAR event",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p154.3.2",
"order": 5,
"type": "table_cell",
"bbox": {
"l": 55.44,
"t": 648.64,
"r": 536.4,
"b": 632.48
},
"text": "Outflow = 0.93 cfs @ 12.08 hrs, Volume= 0.066 af",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p154.3.3",
"order": 6,
"type": "table_cell",
"bbox": {
"l": 55.44,
"t": 632.48,
"r": 536.4,
"b": 616.32
},
"text": "Discarded = 0.44 cfs @ 12.18 hrs, Volume= 0.064 af, Atten= 53%, Lag= 5.8 min",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p154.3.4",
"order": 7,
"type": "table_cell",
"bbox": {
"l": 55.44,
"t": 616.32,
"r": 536.4,
"b": 600.16
},
"text": "Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p154.3.5",
"order": 8,
"type": "table_cell",
"bbox": {
"l": 68.930268,
"t": 599.8820499999999,
"r": 237.878603,
"b": 587.894871
},
"text": "Routed to Reach 10 : COMPOSITE",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.3.6",
"order": 9,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 576.122516,
"r": 519.953256,
"b": 540.375802
},
"text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 109.00' Surf.Area= 0.064 ac Storage= 0.052 af\nPeak Elev= 109.35' @ 12.18 hrs Surf.Area= 0.064 ac Storage= 0.068 af (0.016 af above start)",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.3.7",
"order": 10,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 528.603447,
"r": 411.725999,
"b": 516.616268
},
"text": "Plug-Flow detention time= 491.1 min calculated for 0.011 af (17% of inflow)",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
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"order": 11,
"type": "text",
"bbox": {
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"t": 529.44,
"r": 413.04,
"b": 503.28
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"text": "Plug-Flow detention time= 491.1 min calculated for 0.011 af (17% of inflow) Center-of-Mass det. time= 34.4 min (770.5 - 736.1)"
},
{
"id": "p154.5",
"order": 12,
"type": "table",
"bbox": {
"l": 52.32,
"t": 494.4,
"r": 556.56,
"b": 392.64
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"text": "",
"attrs": {
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"n_rows": 2,
"n_cols": 4,
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"children": [
{
"id": "p154.5.1",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 492.964145,
"r": 90.412668,
"b": 467.173607
},
"text": "Volume\n#1A",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.5.2",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 492.964145,
"r": 150.396899,
"b": 467.173607
},
"text": "Invert\n107.50'",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.5.3",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 167.453925,
"t": 492.964145,
"r": 231.331841,
"b": 467.173607
},
"text": "Avail.Storage\n0.048 af",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.5.4",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 243.466175,
"t": 492.964145,
"r": 549.157135,
"b": 455.292765
},
"text": "Storage Description\n41.95'W x 66.33'L x 3.00'H Field A\\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.5.5",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 455.400177,
"r": 85.228595,
"b": 443.412998
},
"text": "#2A",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.5.6",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 455.400177,
"r": 150.335304,
"b": 443.412998
},
"text": "107.83'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.5.7",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 455.400177,
"r": 231.290655,
"b": 443.412998
},
"text": "0.057 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.5.8",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 243.479769,
"t": 455.400177,
"r": 509.915235,
"b": 395.893929
},
"text": "ADS N-12 24\" x 36 Inside #1\\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n36 Chambers in 12 Rows\\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
]
},
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"order": 21,
"type": "heading",
"bbox": {
"l": 66.96,
"t": 370.56,
"r": 295.44,
"b": 356.88
},
"text": "Storage Group A created with Chamber Wizard",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p154.7",
"order": 22,
"type": "table",
"bbox": {
"l": 49.2,
"t": 347.04,
"r": 558.24,
"b": 209.52
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 4,
"n_cols": 4,
"integrity": {
"cells_checked": 14,
"cells_flagged": 2,
"flags": [
{
"row": 2,
"col": 1,
"coverage": 0,
"text": "Max=0.00 cfs @ 5.00 hrs"
},
{
"row": 3,
"col": 1,
"coverage": 0,
"text": "Max=0.44 cfs @ 12.18 hrs"
}
]
}
},
"children": [
{
"id": "p154.7.1",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 54.000153,
"t": 346.561717,
"r": 86.82526,
"b": 320.773607
},
"text": "Device\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.7.2",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 98.873664,
"t": 346.561717,
"r": 147.222394,
"b": 320.773607
},
"text": "Routing\nDiscarded",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.7.3",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 175.965845,
"t": 346.561717,
"r": 210.937678,
"b": 320.773607
},
"text": "Invert\n107.50'",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
"id": "p154.7.4",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 223.014009,
"t": 346.561717,
"r": 462.419686,
"b": 308.892765
},
"text": "Outlet Devices\n1.000 in/hr Exfiltration X 0.00 over Surface area\\nConductivity to Groundwater Elevation = 105.00'",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.7.5",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 309.000177,
"r": 82.384214,
"b": 297.012998
},
"text": "#2",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.7.6",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 309.000177,
"r": 135.868946,
"b": 297.012998
},
"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.7.7",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 309.000177,
"r": 210.870449,
"b": 297.012998
},
"text": "109.00'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.7.8",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 309.000177,
"r": 445.634412,
"b": 285.133231
},
"text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.7.9",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 273.180424,
"r": 231.763157,
"b": 249.31347700000003
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.00 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.7.10",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 303.72,
"t": 288.1029,
"r": 430.98,
"b": 268.4571
},
"text": "Max=0.00 cfs @ 5.00 hrs",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p154.7.11",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 282.213499,
"t": 273.36087599999996,
"r": 430.987712,
"b": 261.373697
},
"text": "HW=109.00' (Free Discharge)",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p154.7.12",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 237.540886,
"r": 326.584803,
"b": 213.67394000000002
},
"text": "Primary OutFlow\n2=Orifice/Grate (Orifice Controls 0.44 cfs @ 1.96 fps)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p154.7.13",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 303.72,
"t": 248.8114,
"r": 430.98,
"b": 229.1657
},
"text": "Max=0.44 cfs @ 12.18 hrs",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p154.7.14",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 276.4524,
"t": 237.72133799999995,
"r": 425.226613,
"b": 225.73415899999998
},
"text": "HW=109.35' (Free Discharge)",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
]
},
{
"id": "p154.8",
"order": 37,
"type": "footnote",
"bbox": {
"l": 190.8,
"t": 394.08,
"r": 357.36,
"b": 381.12
},
"text": "0.105 af Total Available Storage",
"attrs": {
"block_label": "vision_footnote"
}
}
],
"excluded_furniture": {
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Page 155
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footer (1)
header (1)
text (2)
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1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · FIGURE
6 · FOOTER
Page 155 JSON
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"text": "OCSCD NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 18",
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"text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A",
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'",
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"text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone"
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Page 156
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"r": 552.24,
"b": 399.6
},
"text": "",
"attrs": {
"kind": "chart",
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"embedded_text": "Hydrograph\nInflow\n0.93 cfs Outflow\nInflow Area=0.460 ac Primary\nDiscarded\n1\nPeak Elev=109.35'\nStorage=0.068 af\n0.44 cfs\n(cfs)\n0.44 cfs\nFlow\n0.00 cfs\n0\n5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20\nTime (hours)"
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}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 157
37 item(s)
JSON
footnote (1)
header (1)
heading (2)
table (3)
table_cell (28)
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1 · HEADER
2 · HEADING
3 · TABLE
4
5
6
7
8
9
10 · TEXT
11 · TEXT
12 · TABLE
13
14
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17
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19
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21 · HEADING
22 · TABLE
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37 · FOOTNOTE
Table integrity:
1 of 6 cells don't match the text layer at their coordinates.
r1c1 (58%): “1.09 cfs @ 12.16 hrs, Volume= 0.110 af, Atten= 27%, Lag= 4.…”
Table integrity:
2 of 14 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.00 cfs @ 5.00 hrs”
r3c1 (0%): “Max=1.07 cfs @ 12.16 hrs”
Page 157 JSON
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"text": "OCSCD NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 20",
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"text": "1.09 cfs @ 12.16 hrs, Volume= 0.110 af, Atten= 27%, Lag= 4.…"
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"children": [
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"type": "table_cell",
"bbox": {
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"t": 659.280886,
"r": 107.727482,
"b": 635.41394
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"text": "Inflow Area =\nInflow =",
"attrs": {
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"text": "0.460 ac,100.00% Impervious, Inflow Depth > 2.92\" for 2 YEAR event\n1.48 cfs @ 12.10 hrs, Volume= 0.112 af",
"attrs": {
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"t": 635.521352,
"r": 90.412668,
"b": 623.534172
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"text": "Outflow =",
"attrs": {
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{
"id": "p157.3.4",
"order": 7,
"type": "table_cell",
"bbox": {
"l": 288.48,
"t": 637.2,
"r": 524.16,
"b": 625.08
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"text": "1.09 cfs @ 12.16 hrs, Volume= 0.110 af, Atten= 27%, Lag= 4.0 min",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p157.3.5",
"order": 8,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 623.641584,
"r": 237.878603,
"b": 587.894871
},
"text": "Discarded =\nPrimary =\nRouted to Reach 10 : COMPOSITE",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"order": 9,
"type": "table_cell",
"bbox": {
"l": 147.769602,
"t": 623.641584,
"r": 305.136775,
"b": 599.774638
},
"text": "0.00 cfs @ 5.00 hrs, Volume= 0.000 af\n1.09 cfs @ 12.16 hrs, Volume= 0.110 af",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
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"type": "text",
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"text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 113.00' Surf.Area= 0.085 ac Storage= 0.111 af\nPeak Elev= 113.49' @ 12.16 hrs Surf.Area= 0.085 ac Storage= 0.129 af (0.018 af above start)",
"attrs": {
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"id": "p157.5",
"order": 11,
"type": "text",
"bbox": {
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"t": 529.2,
"r": 405.84,
"b": 503.28
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"text": "Plug-Flow detention time = (not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time = 22.4 min (759.6 - 737.2)"
},
{
"id": "p157.6",
"order": 12,
"type": "table",
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"l": 52.32,
"t": 494.4,
"r": 556.56,
"b": 392.4
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"text": "",
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"n_cols": 4,
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"children": [
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"id": "p157.6.1",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 492.964145,
"r": 549.157135,
"b": 455.292765
},
"text": "Volume\n#1A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"order": 14,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 492.964145,
"r": 150.396899,
"b": 467.173607
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"text": "Invert\n110.80'",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
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"order": 15,
"type": "table_cell",
"bbox": {
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"t": 492.964145,
"r": 231.331841,
"b": 467.173607
},
"text": "Avail.Storage\n0.063 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p157.6.4",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 243.466175,
"t": 492.964145,
"r": 412.943681,
"b": 466.993155
},
"text": "Storage Description\n55.75'W x 66.33'L x 3.00'H Field A",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
"id": "p157.6.5",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 455.400177,
"r": 85.228595,
"b": 443.412998
},
"text": "#2A",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p157.6.6",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 455.400177,
"r": 150.335304,
"b": 443.412998
},
"text": "111.13'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p157.6.7",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 455.400177,
"r": 231.290655,
"b": 443.412998
},
"text": "0.076 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p157.6.8",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 243.479769,
"t": 455.400177,
"r": 509.915235,
"b": 395.893929
},
"text": "ADS N-12 24\" x 48 Inside #1\\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n48 Chambers in 16 Rows\\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
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}
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},
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"id": "p157.7",
"order": 21,
"type": "heading",
"bbox": {
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"t": 370.56,
"r": 295.44,
"b": 356.88
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"text": "Storage Group A created with Chamber Wizard",
"attrs": {
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"level": 3
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{
"id": "p157.8",
"order": 22,
"type": "table",
"bbox": {
"l": 48.96,
"t": 347.04,
"r": 558.96,
"b": 209.04
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"text": "",
"attrs": {
"block_label": "table",
"n_rows": 4,
"n_cols": 4,
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"flags": [
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"row": 2,
"col": 1,
"coverage": 0,
"text": "Max=0.00 cfs @ 5.00 hrs"
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"row": 3,
"col": 1,
"coverage": 0,
"text": "Max=1.07 cfs @ 12.16 hrs"
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},
"children": [
{
"id": "p157.8.1",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 54.000153,
"t": 346.561717,
"r": 86.82526,
"b": 320.773607
},
"text": "Device\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
"id": "p157.8.2",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 98.873664,
"t": 346.561717,
"r": 147.222394,
"b": 320.773607
},
"text": "Routing\nDiscarded",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
"id": "p157.8.3",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 175.965845,
"t": 346.561717,
"r": 210.937678,
"b": 320.773607
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"text": "Invert\n110.80'",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
"id": "p157.8.4",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 223.014009,
"t": 346.561717,
"r": 462.419686,
"b": 308.892765
},
"text": "Outlet Devices\n1.000 in/hr Exfiltration X 0.00 over Surface area\\nConductivity to Groundwater Elevation = 108.00'",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p157.8.5",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 309.000177,
"r": 82.384214,
"b": 297.012998
},
"text": "#2",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p157.8.6",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 309.000177,
"r": 135.868946,
"b": 297.012998
},
"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p157.8.7",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 309.000177,
"r": 210.870449,
"b": 297.012998
},
"text": "113.00'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p157.8.8",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 309.000177,
"r": 451.453995,
"b": 285.133231
},
"text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p157.8.9",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 273.180424,
"r": 231.763157,
"b": 249.31347700000003
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.00 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
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},
{
"id": "p157.8.10",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 303.96,
"t": 287.8971,
"r": 431.46,
"b": 268.1829
},
"text": "Max=0.00 cfs @ 5.00 hrs",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p157.8.11",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 282.213499,
"t": 273.36087599999996,
"r": 430.987712,
"b": 261.373697
},
"text": "HW=113.00' (Free Discharge)",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p157.8.12",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 237.540886,
"r": 326.584803,
"b": 213.67394000000002
},
"text": "Primary OutFlow\n2=Orifice/Grate (Orifice Controls 1.07 cfs @ 2.23 fps)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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}
},
{
"id": "p157.8.13",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 303.96,
"t": 248.4686,
"r": 431.46,
"b": 228.7543
},
"text": "Max=1.07 cfs @ 12.16 hrs",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p157.8.14",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 276.4524,
"t": 237.72133799999995,
"r": 425.226613,
"b": 225.73415899999998
},
"text": "HW=113.48' (Free Discharge)",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
]
},
{
"id": "p157.9",
"order": 37,
"type": "footnote",
"bbox": {
"l": 190.56,
"t": 394.32,
"r": 357.6,
"b": 381.12
},
"text": "0.139 af Total Available Storage",
"attrs": {
"block_label": "vision_footnote"
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}
],
"excluded_furniture": {
"first": [],
"last": []
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}
Page 158
6 item(s)
JSON
figure (1)
footer (1)
header (1)
text (2)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · FIGURE
6 · FOOTER
Page 158 JSON
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"text": "OCSCD NOAA 24-hr D 2 YEAR Rainfall=3.42\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 21",
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"text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A",
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'",
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"text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone"
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"text": "101010",
"attrs": {
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Page 159
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Page 162
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44 · CAPTION
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Page 163
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Page 166
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Page 167
24 item(s)
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1 · HEADER
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6 · TABLE
7
8
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10
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21
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23 · CAPTION
24 · FIGURE
Table integrity:
1 of 13 cells don't match the text layer at their coordinates.
r2c2 (0%): “Impervious Area”
Page 167 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 30",
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"text": "Runoff = 0.37 cfs @ 12.09 hrs, Volume=\nRouted to Reach 10 : COMPOSITE\n0.027 af, Depth> 4.66\""
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"text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\""
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"embedded_text": "Hydrograph\nRunoff\n0.4\n0.37 cfs\n0.38\n0.36 NOAA 24-hr D\n0.32 10 YEAR Rainfall=5.38\"\n0.34\nRunoff Area=0.070 ac\n0.3\n0.28\nRunoff Volume=0.027 af\n0.26\n0.24\n(cfs) 0.22 Runoff Depth>4.66\"\n0.2\nFlow 0.18 Tc=2.0 min\n0.14 CN=98\n0.16\n0.12\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20\nTime (hours)"
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Page 168
6 item(s)
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1 · HEADER
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3 · TEXT
4 · TEXT
5 · CAPTION
6 · FIGURE
Page 168 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 31",
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Page 169
41 item(s)
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1 · HEADER
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12 · TABLE
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39 · FOOTNOTE
40 · FOOTNOTE
41 · FOOTNOTE
Table integrity:
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r3c0 (50%): “Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af”
r4c0 (0%): “Primary = 1.22 cfs @ 12.58 hrs, Volume= 0.281 af”
Table integrity:
1 of 26 cells don't match the text layer at their coordinates.
r1c4 (33%): “Listed below (Recalc)”
Page 169 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 32",
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"attrs": {
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"attrs": {
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"attrs": {
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"text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\\nStarting Elev= 111.50' Surf.Area= 2,825 sf Storage= 3,544 cf\\nPeak Elev= 112.25' @ 12.58 hrs Surf.Area= 3,402 sf Storage= 5,884 cf (2,340 cf above start)",
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"text": "Plug-Flow detention time= 164.2 min calculated for 0.199 af (69% of inflow)",
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"text": "Volume",
"attrs": {
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{
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"order": 14,
"type": "table_cell",
"bbox": {
"l": 123.533158,
"t": 492.964145,
"r": 150.396899,
"b": 480.976966
},
"text": "Invert",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "heuristic"
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},
{
"id": "p169.4.3",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 173.452885,
"t": 492.964145,
"r": 237.330802,
"b": 480.976966
},
"text": "Avail.Storage",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
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},
{
"id": "p169.4.4",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 249.465135,
"t": 492.964145,
"r": 343.783612,
"b": 480.976966
},
"text": "Storage Description",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"column_header": true,
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}
},
{
"id": "p169.4.5",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 479.160786,
"r": 78.064214,
"b": 467.173607
},
"text": "#1",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.6",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 479.160786,
"r": 150.335304,
"b": 467.173607
},
"text": "110.00'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.7",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 193.071317,
"t": 479.160786,
"r": 237.260614,
"b": 467.173607
},
"text": "12,950 cf",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.8",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 249.479803,
"t": 478.980334,
"r": 406.4517,
"b": 466.993155
},
"text": "Custom Stage Data (Prismatic)",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.9",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 458.064,
"t": 475.4215,
"r": 559.92,
"b": 456.2031
},
"text": "Listed below (Recalc)",
"attrs": {
"row": 1,
"col": 4,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p169.4.10",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 57.719307,
"t": 455.401252,
"r": 101.897863,
"b": 370.214538
},
"text": "Elevation\\n(feet)\n110.00\n111.00\n112.00\n113.00\n114.00",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.11",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 142.191327,
"t": 455.401252,
"r": 187.562155,
"b": 370.214538
},
"text": "Surf.Area\\n(sq-ft)\n2,000\n2,450\n3,200\n4,000\n4,600",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.12",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 230.21009,
"t": 455.401252,
"r": 358.898543,
"b": 370.214538
},
"text": "Inc.Store\\n(cubic-feet)\n0\n2,225\n2,825\n3,600\n4,300",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.13",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 219.361478,
"t": 455.401252,
"r": 358.999511,
"b": 370.214538
},
"text": "Cum.Store\\n(cubic-feet)\n0\n2,225\n5,050\n8,650\n12,950",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.14",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 53.999914,
"t": 358.442183,
"r": 86.825021,
"b": 332.653607
},
"text": "Device\n#1",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.15",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 98.873425,
"t": 358.442183,
"r": 147.222394,
"b": 332.653607
},
"text": "Routing\nDiscarded",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.16",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 175.965845,
"t": 358.442183,
"r": 210.937439,
"b": 332.653607
},
"text": "Invert\n110.00'",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p169.4.17",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 223.01377,
"t": 358.442183,
"r": 462.419686,
"b": 320.772765
},
"text": "Outlet Devices\n1.000 in/hr Exfiltration X 0.00 over Surface area\\nConductivity to Groundwater Elevation = 106.00'",
"attrs": {
"row": 3,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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}
},
{
"id": "p169.4.18",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 320.880177,
"r": 82.384214,
"b": 308.892998
},
"text": "#2",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.19",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 297.120643,
"r": 135.868946,
"b": 285.133464
},
"text": "Primary",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.20",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 320.880177,
"r": 210.870449,
"b": 308.892998
},
"text": "111.50'",
"attrs": {
"row": 4,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.21",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 320.880177,
"r": 451.453995,
"b": 297.013231
},
"text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 4,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
}
},
{
"id": "p169.4.22",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 70.44,
"t": 297.120643,
"r": 82.384214,
"b": 285.133464
},
"text": "#3",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.23",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 98.876253,
"t": 320.880177,
"r": 135.868946,
"b": 308.892998
},
"text": "Primary",
"attrs": {
"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.24",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 297.120643,
"r": 210.870449,
"b": 285.133464
},
"text": "113.00'",
"attrs": {
"row": 5,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p169.4.25",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 223.01982,
"t": 297.120643,
"r": 439.81483,
"b": 273.253697
},
"text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
"row": 5,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
}
},
{
"id": "p169.4.26",
"order": 38,
"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 261.48134100000004,
"r": 430.987712,
"b": 249.31371000000001
},
"text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 5,
"bbox_refit": true
}
}
]
},
{
"id": "p169.5",
"order": 39,
"type": "footnote",
"bbox": {
"l": 51.6,
"t": 529.44,
"r": 413.52,
"b": 503.28
},
"text": "Plug-Flow detention time = 164.2 min calculated for 0.199 af (69% of inflow) Center-of-Mass det. time = 27.0 min (777.3 - 750.3)",
"attrs": {
"block_label": "vision_footnote"
}
},
{
"id": "p169.6",
"order": 40,
"type": "footnote",
"bbox": {
"l": 50.64,
"t": 262.08,
"r": 433.44,
"b": 236.16
},
"text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=1111.50' (Free Discharge)\n1=Exfiltration (Controls 0.00 cfs)",
"attrs": {
"block_label": "vision_footnote"
}
},
{
"id": "p169.7",
"order": 41,
"type": "footnote",
"bbox": {
"l": 52.08,
"t": 226.56,
"r": 427.2,
"b": 189.84
},
"text": "Primary OutFlow Max=1.22 cfs @ 12.58 hrs HW=112.25' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 1.22 cfs @ 3.67 fps)\n3=Orifice/Grate (Controls 0.00 cfs)",
"attrs": {
"block_label": "vision_footnote"
}
}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 170
3 item(s)
JSON
caption (1)
figure (1)
header (1)
1 · HEADER
2 · CAPTION
3 · FIGURE
Page 170 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 33",
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"order": 2,
"type": "caption",
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"b": 673.2
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"text": "Pond 3P: SSIB #1 SURFACE BASIN",
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"b": 399.6
},
"text": "",
"attrs": {
"kind": "chart",
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"embedded_text": "Hydrograph\nInflow\n2.16 cfs Outflow\nInflow Area=1.070 ac Primary\nDiscarded\nPeak Elev=112.25'\nStorage=5,884 cf\n2\n1.22 cfs\n(cfs) 1.22 cfs\nFlow 1\n0.00 cfs\n0\n5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20\nTime (hours)"
}
}
],
"excluded_furniture": {
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"last": []
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}
Page 171
38 item(s)
JSON
footnote (1)
header (1)
heading (2)
table (3)
table_cell (30)
text (1)
1 · HEADER
2 · HEADING
3 · TABLE
4
5
6
7
8
9
10
11
12 · TEXT
13 · TABLE
14
15
16
17
18
19
20
21
22 · HEADING
23 · TABLE
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38 · FOOTNOTE
Table integrity:
3 of 8 cells don't match the text layer at their coordinates.
r2c0 (31%): “Outflow = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af, Atten= 56…”
r3c0 (50%): “Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af”
r4c0 (13%): “Primary = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af”
Table integrity:
2 of 14 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.00 cfs @ 5.00 hrs”
r3c1 (0%): “Max=0.64 cfs @ 12.19 hrs”
Page 171 JSON
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"items": [
{
"id": "p171.1",
"order": 1,
"type": "header",
"bbox": {
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"t": 738.72,
"r": 560.16,
"b": 698.64
},
"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 34",
"attrs": {
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"level": 2
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{
"id": "p171.2",
"order": 2,
"type": "heading",
"bbox": {
"l": 163.68,
"t": 687.6,
"r": 456,
"b": 672.96
},
"text": "Summary for Pond 8P: SSIB #2 UNDERGROUND",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p171.3",
"order": 3,
"type": "table",
"bbox": {
"l": 54,
"t": 666,
"r": 528.96,
"b": 512.16
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 8,
"n_cols": 2,
"integrity": {
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"flags": [
{
"row": 2,
"col": 0,
"coverage": 0.31,
"text": "Outflow = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af, Atten= 56…"
},
{
"row": 3,
"col": 0,
"coverage": 0.5,
"text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af"
},
{
"row": 4,
"col": 0,
"coverage": 0.13,
"text": "Primary = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af"
}
]
}
},
"children": [
{
"id": "p171.3.1",
"order": 4,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 666,
"r": 528.96,
"b": 646.77
},
"text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 2.83\" for 10 YEAR event",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 2
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},
{
"id": "p171.3.2",
"order": 5,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 646.77,
"r": 528.96,
"b": 627.54
},
"text": "Inflow = 1.48 cfs @ 12.08 hrs, Volume= 0.108 af",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p171.3.3",
"order": 6,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 627.54,
"r": 528.96,
"b": 608.31
},
"text": "Outflow = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af, Atten= 56%, Lag= 6.5 min",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p171.3.4",
"order": 7,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 608.31,
"r": 528.96,
"b": 589.08
},
"text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p171.3.5",
"order": 8,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 589.08,
"r": 528.96,
"b": 569.85
},
"text": "Primary = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p171.3.6",
"order": 9,
"type": "table_cell",
"bbox": {
"l": 68.930268,
"t": 599.8820499999999,
"r": 237.878603,
"b": 587.894871
},
"text": "Routed to Reach 10 : COMPOSITE",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
}
},
{
"id": "p171.3.7",
"order": 10,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 576.122516,
"r": 519.953256,
"b": 540.375802
},
"text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\\nStarting Elev= 109.00' Surf.Area= 0.064 ac Storage= 0.052 af\\nPeak Elev= 109.53' @ 12.19 hrs Surf.Area= 0.064 ac Storage= 0.076 af (0.024 af above start)",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
}
},
{
"id": "p171.3.8",
"order": 11,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 528.603447,
"r": 411.725999,
"b": 516.616268
},
"text": "Plug-Flow detention time= 236.1 min calculated for 0.053 af (49% of inflow)",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
}
}
]
},
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"order": 12,
"type": "text",
"bbox": {
"l": 51.6,
"t": 529.44,
"r": 413.04,
"b": 503.04
},
"text": "Plug-Flow detention time= 236.1 min calculated for 0.053 af (49% of inflow) Center-of-Mass det. time= 29.7 min (769.0 - 739.2)"
},
{
"id": "p171.5",
"order": 13,
"type": "table",
"bbox": {
"l": 52.32,
"t": 494.4,
"r": 556.56,
"b": 392.64
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 2,
"n_cols": 4,
"integrity": {
"cells_checked": 8,
"cells_flagged": 0
}
},
"children": [
{
"id": "p171.5.1",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 492.964145,
"r": 90.412668,
"b": 467.173607
},
"text": "Volume\n#1A",
"attrs": {
"row": 0,
"col": 0,
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"type": "table_cell",
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"t": 492.964145,
"r": 150.396899,
"b": 467.173607
},
"text": "Invert\n107.50'",
"attrs": {
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"col": 1,
"rowspan": 1,
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"bbox_refit": true,
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}
},
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"type": "table_cell",
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"t": 492.964145,
"r": 231.331841,
"b": 467.173607
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"text": "Avail.Storage\n0.048 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"t": 492.964145,
"r": 549.157135,
"b": 455.292765
},
"text": "Storage Description\n41.95'W x 66.33'L x 3.00'H Field A\\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids",
"attrs": {
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},
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"order": 18,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 455.400177,
"r": 85.228595,
"b": 443.412998
},
"text": "#2A",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p171.5.6",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 455.400177,
"r": 150.335304,
"b": 443.412998
},
"text": "107.83'",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p171.5.7",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 455.400177,
"r": 231.290655,
"b": 443.412998
},
"text": "0.057 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
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"t": 455.400177,
"r": 509.915235,
"b": 395.893929
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"text": "ADS N-12 24\" x 36 Inside #1\\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n36 Chambers in 12 Rows\\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside",
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"b": 356.88
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"text": "Storage Group A created with Chamber Wizard",
"attrs": {
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"level": 3
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"order": 23,
"type": "table",
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"t": 347.04,
"r": 558.48,
"b": 209.76
},
"text": "",
"attrs": {
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"n_rows": 4,
"n_cols": 4,
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"cells_flagged": 2,
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"col": 1,
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},
"children": [
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"bbox": {
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"t": 346.561717,
"r": 86.82526,
"b": 320.773607
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"text": "Device\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
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"order": 25,
"type": "table_cell",
"bbox": {
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"t": 346.561717,
"r": 147.222394,
"b": 320.773607
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"text": "Routing\nDiscarded",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"order": 26,
"type": "table_cell",
"bbox": {
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"r": 210.937678,
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"text": "Invert\n107.50'",
"attrs": {
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"col": 2,
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"t": 346.561717,
"r": 462.419686,
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"text": "Outlet Devices\n1.000 in/hr Exfiltration X 0.00 over Surface area\\nConductivity to Groundwater Elevation = 105.00'",
"attrs": {
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"col": 3,
"rowspan": 1,
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"bbox": {
"l": 70.44,
"t": 309.000177,
"r": 82.384214,
"b": 297.012998
},
"text": "#2",
"attrs": {
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"col": 0,
"rowspan": 1,
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{
"id": "p171.7.6",
"order": 29,
"type": "table_cell",
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"t": 309.000177,
"r": 135.868946,
"b": 297.012998
},
"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p171.7.7",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 309.000177,
"r": 210.870449,
"b": 297.012998
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"text": "109.00'",
"attrs": {
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"col": 2,
"rowspan": 1,
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},
{
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"type": "table_cell",
"bbox": {
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"t": 309.000177,
"r": 445.634412,
"b": 285.133231
},
"text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
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"col": 3,
"rowspan": 1,
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},
{
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"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 273.180424,
"r": 231.763157,
"b": 249.31347700000003
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.00 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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}
},
{
"id": "p171.7.10",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 303.84,
"t": 288.2057,
"r": 431.16,
"b": 268.5943
},
"text": "Max=0.00 cfs @ 5.00 hrs",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
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},
{
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"order": 34,
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"l": 282.213499,
"t": 273.36087599999996,
"r": 430.987712,
"b": 261.373697
},
"text": "HW=109.00' (Free Discharge)",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p171.7.12",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 237.540886,
"r": 326.584803,
"b": 213.67394000000002
},
"text": "Primary OutFlow\n2=Orifice/Grate (Orifice Controls 0.64 cfs @ 2.89 fps)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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}
},
{
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"order": 36,
"type": "table_cell",
"bbox": {
"l": 303.84,
"t": 248.9829,
"r": 431.16,
"b": 229.3714
},
"text": "Max=0.64 cfs @ 12.19 hrs",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
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},
{
"id": "p171.7.14",
"order": 37,
"type": "table_cell",
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"l": 276.4524,
"t": 237.72133799999995,
"r": 425.226613,
"b": 225.73415899999998
},
"text": "HW=109.53' (Free Discharge)",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
}
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},
{
"id": "p171.8",
"order": 38,
"type": "footnote",
"bbox": {
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"t": 394.08,
"r": 357.6,
"b": 381.12
},
"text": "0.105 af Total Available Storage",
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Page 172
6 item(s)
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1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · FIGURE
6 · FOOTER
Page 172 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 35",
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"text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A",
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'",
"attrs": {
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"text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone"
},
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"type": "figure",
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"t": 346.8,
"r": 387.84,
"b": 93.6
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"text": "",
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Page 173
3 item(s)
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caption (1)
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1 · HEADER
2 · CAPTION
3 · FIGURE
Page 173 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 36",
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"embedded_text": "Hydrograph\nInflow\n1.48 cfs Outflow\nInflow Area=0.460 ac Primary\nDiscarded\nPeak Elev=109.53'\nStorage=0.076 af\n1\n(cfs) 0.64 cfs\nFlow 0.64 cfs\n0.00 cfs\n0\n5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20\nTime (hours)"
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Page 174
38 item(s)
JSON
footnote (1)
header (1)
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1 · HEADER
2 · HEADING
3 · TABLE
4
5
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7
8
9
10
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12 · TEXT
13 · TABLE
14
15
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17
18
19
20
21
22 · HEADING
23 · TABLE
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38 · FOOTNOTE
Table integrity:
3 of 8 cells don't match the text layer at their coordinates.
r2c0 (31%): “Outflow = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af, Atten= 32…”
r3c0 (50%): “Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af”
r4c0 (0%): “Primary = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af”
Table integrity:
2 of 14 cells don't match the text layer at their coordinates.
r2c1 (0%): “Max=0.00 cfs @ 5.00 hrs”
r3c1 (0%): “Max=1.57 cfs @ 12.17 hrs”
Page 174 JSON
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 37",
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"bbox": {
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"t": 666,
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"b": 516.616268
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"text": "",
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"text": "Outflow = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af, Atten= 32…"
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"col": 0,
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"text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af"
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"attrs": {
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"rowspan": 1,
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"b": 628.8
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"text": "Inflow = 2.35 cfs @ 12.10 hrs, Volume= 0.179 af",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p174.3.3",
"order": 6,
"type": "table_cell",
"bbox": {
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"t": 628.8,
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"b": 610.2
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"text": "Outflow = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af, Atten= 32%, Lag= 4.5 min",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2
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"order": 7,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 610.2,
"r": 528.48,
"b": 591.6
},
"text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2
}
},
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"text": "Primary = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 2
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},
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"t": 599.8820499999999,
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"text": "Routed to Reach 10 : COMPOSITE",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
}
},
{
"id": "p174.3.7",
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 576.122516,
"r": 519.953256,
"b": 540.375802
},
"text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\\nStarting Elev= 113.00' Surf.Area= 0.085 ac Storage= 0.111 af\\nPeak Elev= 113.70' @ 12.17 hrs Surf.Area= 0.085 ac Storage= 0.136 af (0.025 af above start)",
"attrs": {
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"order": 11,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 528.603447,
"r": 411.725999,
"b": 516.616268
},
"text": "Plug-Flow detention time= 288.6 min calculated for 0.065 af (36% of inflow)",
"attrs": {
"row": 7,
"col": 0,
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"colspan": 2,
"bbox_refit": true
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"text": "Plug-Flow detention time= 288.6 min calculated for 0.065 af (36% of inflow) Center-of-Mass det. time= 18.8 min (753.0 - 734.2)"
},
{
"id": "p174.5",
"order": 13,
"type": "table",
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"l": 52.32,
"t": 494.4,
"r": 556.56,
"b": 392.16
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"attrs": {
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"n_rows": 2,
"n_cols": 4,
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"cells_flagged": 0
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"children": [
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"order": 14,
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"bbox": {
"l": 54,
"t": 492.964145,
"r": 90.412668,
"b": 467.173607
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"text": "Volume\n#1A",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"order": 15,
"type": "table_cell",
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"l": 115.437146,
"t": 492.964145,
"r": 150.396899,
"b": 467.173607
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"text": "Invert\n110.80'",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
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"order": 16,
"type": "table_cell",
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"t": 492.964145,
"r": 231.331841,
"b": 467.173607
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"text": "Avail.Storage\n0.063 af",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
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"type": "table_cell",
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"t": 492.964145,
"r": 549.157135,
"b": 455.292765
},
"text": "Storage Description\n55.75'W x 66.33'L x 3.00'H Field A\\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids",
"attrs": {
"row": 0,
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"bbox_refit": true,
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},
{
"id": "p174.5.5",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 66.12,
"t": 455.400177,
"r": 85.228595,
"b": 443.412998
},
"text": "#2A",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p174.5.6",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 115.437146,
"t": 455.400177,
"r": 150.335304,
"b": 443.412998
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"text": "111.13'",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
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}
},
{
"id": "p174.5.7",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 192.471958,
"t": 455.400177,
"r": 231.290655,
"b": 443.412998
},
"text": "0.076 af",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
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"t": 455.400177,
"r": 509.915235,
"b": 395.893929
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"text": "ADS N-12 24\" x 48 Inside #1\\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\\n48 Chambers in 16 Rows\\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside",
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"level": 3
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"t": 347.28,
"r": 558.96,
"b": 209.04
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"text": "",
"attrs": {
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"row": 3,
"col": 1,
"coverage": 0,
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"children": [
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"r": 86.82526,
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"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"t": 346.561717,
"r": 147.222394,
"b": 320.773607
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"text": "Routing\nDiscarded",
"attrs": {
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"rowspan": 1,
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"r": 462.419686,
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"text": "Outlet Devices\n1.000 in/hr Exfiltration X 0.00 over Surface area\\nConductivity to Groundwater Elevation = 108.00'",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
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"l": 70.44,
"t": 309.000177,
"r": 82.384214,
"b": 297.012998
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"text": "#2",
"attrs": {
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"col": 0,
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"type": "table_cell",
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"r": 135.868946,
"b": 297.012998
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"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p174.7.7",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 175.97229,
"t": 309.000177,
"r": 210.870449,
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"text": "113.00'",
"attrs": {
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{
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"type": "table_cell",
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"t": 309.000177,
"r": 451.453995,
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"text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads",
"attrs": {
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"col": 3,
"rowspan": 1,
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},
{
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"type": "table_cell",
"bbox": {
"l": 53.999519,
"t": 273.180424,
"r": 231.763157,
"b": 249.31347700000003
},
"text": "Discarded OutFlow\n1=Exfiltration ( Controls 0.00 cfs)",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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},
{
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"order": 33,
"type": "table_cell",
"bbox": {
"l": 303.96,
"t": 288.0343,
"r": 431.46,
"b": 268.2857
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"text": "Max=0.00 cfs @ 5.00 hrs",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p174.7.11",
"order": 34,
"type": "table_cell",
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"l": 282.213499,
"t": 273.36087599999996,
"r": 430.987712,
"b": 261.373697
},
"text": "HW=113.00' (Free Discharge)",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p174.7.12",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 237.540886,
"r": 326.584803,
"b": 213.67394000000002
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"text": "Primary OutFlow\n2=Orifice/Grate (Orifice Controls 1.57 cfs @ 3.15 fps)",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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},
{
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"order": 36,
"type": "table_cell",
"bbox": {
"l": 303.96,
"t": 248.5371,
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"b": 228.7886
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"text": "Max=1.57 cfs @ 12.17 hrs",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1
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{
"id": "p174.7.14",
"order": 37,
"type": "table_cell",
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"r": 425.226613,
"b": 225.73415899999998
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"text": "HW=113.69' (Free Discharge)",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
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}
}
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"id": "p174.8",
"order": 38,
"type": "footnote",
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Page 175
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"text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 38",
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"text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'",
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Page 177
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Page 178
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Table integrity:
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r4c1 (0%): “$ h(0) $”
r6c1 (50%): “Δ h(max)”
r8c1 (0%): “direction, in feet”
Table integrity:
2 of 19 cells don't match the text layer at their coordinates.
r3c2 (0%): “Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside t…”
r6c1 (0%): “Δ h(max)”
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"embedded_text": "Mounding, in feet direction, in feet\n2.337 0\n2.289 10 Re-Calculate Now\n2.133 20\n1.840 30 Groundwater Mounding, in feet\n1.397 40 2.500\n1.044 50\n0.786 60\n2.000\n0.592 70\n0.445 80\n0.332 1.500\n90\n1.000\n0.500\n0.000\n0 10 20 30 40 50 60 70 80 90 100"
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"text": "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."
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}
Page 179
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heading (1)
table (1)
table_cell (37)
text (1)
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2 · TABLE
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41 · TEXT
Table integrity:
3 of 37 cells don't match the text layer at their coordinates.
r5c1 (0%): “$ \Delta h(\text{{max}}) $”
r8c1 (0%): “direction, in feet”
r10c1 (0%): “0”
Page 179 JSON
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Page 180
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156 · HEADING
157 · TEXT
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},
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},
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},
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},
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},
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},
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},
{
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"text": "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."
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