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# LOCATION HYDRAULIC REPORT
Florida Department of Transportation
District 1
PD&E Study - SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge
Limits of Project: SR 72 from CR 661 northeast approximately 0.85 miles to SR 70 and extends on SR 70 from CR 661 southeast approximately 1.05 miles to the Peace River Bridge
DeSoto County, Florida
Financial Management Number: 443123-1-22-01
ETDM Number: N/A
Date: March 2026
The environmental review, consultation, and other actions required by applicable federal environmental laws for this project are being, or have been, carried out by the Florida Department of Transportation (FDOT) pursuant to 23 U.S.C. § 327 and a Memorandum of Understanding dated May 26, 2022 and executed by the Federal Highway Administration and FDOT.
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## LOCATION HYDRAULIC REPORT
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the
Peace River Bridge
DeSoto County, Florida
Financial Management Number:
443123-1-22-01
Prepared by
The Balmoral Group
March 2026
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## EXECUTIVE SUMMARY
The Florida Department of Transportation (FDOT), District One, conducted a Project Development and Environment (PD&E) study for proposed improvements, including consideration of a single lane roundabout at the intersection of State Road (SR) 70 and SR 72 west of Arcadia in DeSoto County, Florida. This project involves raising and realigning SR 72 for approximately 0.85 miles between County Road (CR) 661 and SR 70. The SR 70 alignment will also be raised above historic flood levels and will require roughly a 1.05 mile of raising and reconstruction of SR 70 from CR 661 to the Peace River Bridge. A roundabout is proposed in lieu of the stop-controlled intersection. The proposed project would improve the overall safety and operations of both roadway facilities by mitigating the risk of flood damage to the road, reducing unplanned road closures due to severe flooding, and improving the overall safety of the intersection. Multi-modal improvements, including a shared use path, are proposed as additional safety improvements.
The purpose of this location hydraulic analysis is to evaluate floodplain encroachments and discuss the proposed measures to avoid or minimize floodplain impacts associated with the project. Proposed improvements are anticipated to mimic existing drainage patterns. A dry retention pond (wide swale) is proposed north of SR 70 between the roundabout and the Peace River relief bridge to provide stormwater management for SR 72 and portions of SR 70 and is discussed in the Conceptual Drainage Report (under separate cover). The project is within the Southwest Florida Water Management District (SWFWMD) and will require an individual Environmental Resource Permit (ERP).
The Federal Emergency Management Agency (FEMA) effective Flood Insurance Rate Maps (FIRMs), dated November 6, 2013, depict Zone AE, A, and X floodplain limits within the project proximity. The Zone AE floodplains, which are areas that have a 1% chance of annual flooding, are consistent with the Peace River and its overbank area. This riverine floodplain encroaches into the SR 72 and S.R 70 right-of-way and has a Base Flood Elevation (BFE) of 25.0 feet and 26.0 feet. The Zone A floodplains, which are areas that have a 1% annual chance of flooding, but do not have an established BFE are located along the western portion of SR 72 within the project limits. Improvements at the Peace River bridge and relief bridge along SR 70 are discussed in the Bridge Hydraulic Technical Memorandum (under separate cover). The project area is within an open basin where runoff flows via sheet flow to roadside ditches and through existing cross drains in a general southeast direction towards the Peace River. There are four cross drains which convey flow from the north side of SR 72 to the south side, towards the Peace River. Contributing areas were delineated by utilizing CatchmentSIM (CSIM) software and available LiDAR, reviewing existing permits and plans, and field reconnaissance. Interconnected Channel and Pond Routing (ICPR) Model software was used to determine peak flows and peak stages at the existing cross drains. Actual rainfall data from Hurricane Irma (2017) and Hurricane Ian (2022) was used to calibrate the model results.
During the design phase, the proposed cross drain facilities will be prepared in accordance with the FDOT Drainage Manual (Topic No. 625-040-002). Proposed conceptual modeling was performed to estimate proposed cross drain sizes. EX-0 remained unchanged and EX-3 is proposed to be removed (rerouted to CD-2). CD-1 size was increased to provide sufficient capacity for a wildlife crossing. CD-2 was upsized to maintain the upstream stage within the wetland. It is expected that the proposed improvements will include extension, modification, or replacement of existing drainage structures, which will perform hydraulically in a manner equal to or greater than the existing structures, and backwater surface elevations are not expected to increase. Thus, there will be no significant adverse impacts on natural and beneficial floodplain values. As a result, there will be no significant change in flood risk, and there will not be a significant change in the potential for interruption or termination of emergency service or emergency evacuation routes. Therefore, it has been determined that this encroachment is not significant.
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## Table of Contents
EXECUTIVE SUMMARY ..... 3
1. PROJECT DESCRIPTION ..... 1
2. PURPOSE AND NEED ..... 2
a. Location Hydraulic Study Purpose ..... 3
3. DRAINAGE CONDITIONS ..... 4
4. DESIGN CONSIDERATIONS ..... 5
a. Roadway Design Considerations ..... 5
b. Cross Drain Design Considerations ..... 6
5. EXISTING CONDITIONS ..... 8
a. Existing Cross Drains ..... 8
b. Existing Flooding ..... 10
a. Proposed Conditions Modeling ..... 16
b. Proposed Minimal Encroachment Evaluation ..... 19
7. CONCLUSIONS ..... 21
## List of Figures
Figure 1 - Project Location Map ..... 1
Figure 2 – Proposed Typical Section of SR 72 ..... 5
Figure 3 - Proposed Typical Section of SR ..... 6
Figure 4- EX-0 (Existing 8'x 8' CBC) (12/18/2017) ..... 8
Figure 5 - EX-1 (Existing 4'x 5' CBC) (1/9/2018) ..... 9
Figure 6 - EX-2 (Existing 30-inch RCP) (12/18/2017) ..... 9
Figure 7 - EX-3 (Double 24-inch) (12/18/2017) ..... 10
Figure 8–Damage to SR 72 due to Hurricane Ian ..... 11
Figure 9 - Hurricane Ian Flooding of SR 70 and SR 72 ..... 11
Figure 10 - USGS Peace River Elevations for Monitoring Period ..... 13
Figure 11 - NEXRAD Rainfall Tiles ..... 14
Figure 12 - Unit Hydrograph Comparisons ..... 14
Figure 13 - Hurricane Ian Inundation Mapping Results ..... 15
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## List of Tables
Table 1 – Storm Frequency Criteria .....6
Table 2 – Rainfall Depths .....7
Table 3 - Flood Data Box (Existing and Proposed) .....17
Table 4 - Hurricane Peak Flow and Stage Comparison ( Existing and Proposed) .....18
## Appendices
Appendix A: Figures
Appendix B: ICPR Modeling and Cross Drain Calculations
## List of Acronyms
BFE – Base Flood Elevation
CR – County Road
DEM – Digital Elevation Model
ERP – Environmental Resource Permit
FDOT – Florida Department of Transportation
FEMA – Federal Emergency Management Agency
FIRM – Flood Insurance Rate Map
FHWA – Federal Highway Administration
LOS – Level of Service
SWFWMD – Southwest Florida Water Management District
OFW – Outstanding Florida Water
PD&E – Project Development and Environment
R/W – Right-of-Way
SR – State Road
USGS – United States Geological Survey
WBID – Waterbody Identification Number
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### 1. PROJECT DESCRIPTION
The Florida Department of Transportation (FDOT), District One, conducted a Project Development and Environment (PD&E) study for proposed improvements, including consideration of a single lane roundabout at the intersection of State Road (SR) 70 and SR 72 west of Arcadia in DeSoto County, Florida. This project involves raising and realigning SR 72 for approximately 0.85 miles between County Road (CR) 661 and SR 70. The SR 70 alignment will also be raised above historic flood levels and will require roughly a 1.05 mile of raising and reconstruction of SR 70 from CR 661 to the Peace River Bridge. A roundabout is proposed in lieu of the stop-controlled intersection. The proposed project would improve the overall safety and operations of both roadway facilities by mitigating the risk of flood damage to the road, reducing unplanned road closures due to severe flooding, and improving the overall safety of the intersection. Multi-modal improvements, including a shared use path, are proposed as additional safety improvements.
The project horizontal datum is Florida State Plane North Zone (NAD 1983), and the vertical datum is NAVD'88, which is 1.10 feet below NGVD'29 (0.00 feet NGVD'29 = -1.10 feet NAVD'88). The project is located in Section 26, 27, and 34, Township 37 South, Range 24 East. See Figure 1, Project Location Map, below and Figure 2 in Appendix A for the United States Geological Survey (USGS) Map.
Figure 1 - Project Location Map
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### 2. PURPOSE AND NEED
The purpose of this PD&E is to address safety and flooding identified within the project area. The PD&E evaluated resilient designs to alleviate flooding on SR 72 and SR 70 caused by the Peace River. Severe storms and historic flooding have inundated segments of SR 72 and SR 70. This consequently restricts mobility in the region, making a Strategic Intermodal System (SIS) and Evacuation Route (SR 70) impassable, affecting safety, and reduces emergency response for the local area. SR 70 provides intrastate travel between the City of Fort Pierce, St Lucie County on the east coast to the City of Bradenton, Manatee County on the west coast and spans five counties. SR 72 is an alternative route to the west coast starting from its eastern terminus at SR 70 and is the most direct route to Siesta Key, Sarasota, and Venice in Sarasota County. Maintaining access to this route is crucial for commerce, safety, and the overall transportation network and regional connectivity. The presence of commercial and recreational spaces adjacent to the project area creates pedestrian activity, however there are no existing facilities available and motorists and non-motorists are left vulnerable to crashes. Additionally, the existing driveways within the project area are spaced very close together and increases the risk of crashes in this area.
## Demand for Flooding Mitigation: Add Resiliency Measures and Prevent Roadway Closures
The segment of SR 72 between CR 661 and SR 70 has been prone to severe flooding over the years. The Federal Emergency Management Agency's (FEMA) effective Flood Insurance Rate Maps (FIRMs), dated November 6, 2013, depict Zone AE, A, and X floodplain limits within the project proximity. The Zone AE floodplains, which are areas that have a 1% chance of annual flooding, are consistent with the Peace River and its overbank area. This riverine floodplain encroaches into the SR 72 and SR 70 R/W and has a Base Flood Elevation (BFE) of 25.0 feet and 26.0 feet. The Zone A floodplains, which are areas that have a 1% annual chance of flooding, but do not have an established BFE are located along the western portion of SR 72 within the project limits. Several publications and other historical records have shown this portion of the roadway frequently inundating during hurricane season. A shallow base clearance coupled with repeated flooding, decreases the overall service life of the roadway and leads to more unscheduled repairs and maintenance. The project area is within an open basin where runoff flows via sheet flow to roadside ditches and through existing cross drains in a general southeast direction towards the Peace River. There is currently no existing permit for the area and the runoff is untreated prior to discharge. Frequent flooding restricts regional travel as well as adversely affects access and mobility for the local community. Public safety is at notable risk during these flooding events as it can delay emergency response from first responders, restrict access to important shelters, hospitals, or medical facilities and restrict access to other goods and necessities.
## Demand for Safety: Enhance Operational Conditions and Establish Multi-Modal Access
The intersection of SR 72 and SR 70 is currently a T-intersection, stop controlled at the terminus of SR 72 where it intersects with SR 70. SR 72 has a high level of truck traffic due to citrus fruit being brought from regional groves to the Peace River Citrus Products facility, located approximately 0.70 miles southwest of the project limits on SR 72. The truck traffic from this facility and other regional agricultural or rural-residential uses creates a high number of large-vehicle turning movements at the intersection of SR 72 and SR 70.
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Further complicating the safety of this intersection is the presence of the Sunoco Gas Station at the south corner, with large, full access driveways on SR 72 and SR 70. The driveway apron on SR 72 is located approximately 65 feet from the SR 70 intersection and the apron on SR 70 is located within approximately 10 feet of the return radius of the intersection of SR 72. The proximity of these driveways to the intersection increases the potential for crashes. The spacing between these two driveways are too close together and do not meet the separation requirements per FDM Table 201.4.2. A review of the crash data (2021-2025) indicates a high number of crashes that occur result in injury, and a need for this intersection to be evaluated by this PD&E. Crash data is further discussed in Section 2.2.16.
The final element analyzed is the lack of bicycle and pedestrian connectivity in the area. The DeSoto Veterans Memorial Park is located adjacent to the project area on the north side of SR 70 and the Peace River Campground and Canoe Rental business is located the northwest of the project area. Each of these recreation facilities creates non-vehicular demand, primarily for visiting the Sunoco Gas Station. No pedestrian pathways connect to the store and no crossing facilities exist at the SR 72 and SR 70 intersection or within the project area. Crash data shows a pedestrian fatality occurred within the project area along SR 70 in 2016 in an area with no pedestrian facilities. A pedestrian was struck while walking along the westbound SR 70 shoulder.
The project is currently in the design phase, working towards Phase 2 plans.
### a. Location Hydraulic Study Purpose
The purpose of this report is to provide a location hydraulic study for the above project, in accordance with 23 CFR 650 Subpart A, Section 650.111. The report utilized the National Flood Insurance Program maps to determine highway location encroachments. This report evaluates risks associated with the implementation of the project, impacts on natural and beneficial floodplain values, the support of incompatible floodplain development, and measures to minimize floodplain impacts. Local, state, and federal water resources and floodplain management agencies were consulted to determine if the proposed project is consistent with existing floodplain management programs.
In addition, this report and associated modeling provides detailed estimates of the design high water elevations at the existing cross drain locations and conceptual sizing for the proposed cross drains.
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### 3. DRAINAGE CONDITIONS
The Federal Emergency Management Agency (FEMA) effective Flood Insurance Rate Maps (FIRMs), dated November 6, 2013, depict Zone AE, A, and X floodplain limits within the project proximity. The Zone AE floodplains, which are areas that have a 1% chance of annual flooding, are consistent with the Peace River and its overbank area. This riverine floodplain encroaches into the SR 72 and S.R 70 right-of-way and has a Base Flood Elevation (BFE) of 25.0 feet and 26.0 feet. The Zone A floodplains, which are areas that have a 1% annual chance of flooding, but do not have an established BFE are located along the western portion of SR 72 within the project limits. The FEMA Floodplain Map is included in Appendix A, Figure 3. Improvements at the Peace River bridge and relief bridge along SR 70 are discussed in the Draft Bridge Hydraulic Report (BHR)(under separate cover).
The project area is within an open basin where runoff flows via sheet flow to roadside ditches and through existing cross drains in a general southeast direction towards the Peace River. There are four cross drains which convey flow from the north side of SR 72 to the south side, towards the Peace River.
According to the Florida Department of Environmental Protection (FDEP) Water Body Identifications (WBIDs), the study area is within the Peace River Above Joshua Creek (WBID #1623C), which is not listed as impaired for nutrients and is not an Outstanding Florida Water (OFW). The WBID Map is included in Appendix A, Figure 4. The project is wholly contained within the SWFWMD.
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### 4. DESIGN CONSIDERATIONS
### a. Roadway Design Considerations
One Build Alternative was developed for this PD&E Project. The Build Alternative proposes raising the profile of SR 72 and SR 70. A dry retention pond (wide swale) is proposed north of SR 70 between the roundabout and the Peace River relief bridge to provide stormwater management for SR 72 and portions of SR 70. Drainage for the SR 70 portion east of the bridge will remain existing open roadside ditches and existing inlets at the bridges. SR 70 runoff flowing to the north side of SR 70 will be conveyed to the pond via open swale, inlets, and pipes. The remainder of SR 70 will follow existing drainage patterns. Offsite water will utilize existing cross-drains and will bypass the proposed treatment swale.
Another improvement that was adopted from previous traffic studies was introducing a roundabout at the intersection of SR 72 and SR 70. This improvement addresses the safety needs of the project by reducing the overall severity of crashes as well as the overall number of crashes as compared to the current stop control. The roundabout design requires realigning the SR 72 alignment to the west in order to avoid the existing transmission pole.
As shown in Figure 2 & Figure 3, the main typical section for both SR 72 and SR 70 consists of two 12-foot lanes with 10-foot shoulders (5-foot paved) with various configurations of roadside ditches for the conveyance of runoff. The right-of-way varies from 200' to 250'.
Figure 2 – Proposed Typical Section of SR 72
SR 72 TYPICAL SECTION
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Figure 3 - Proposed Typical Section of SR
SR 70 TYPICAL SECTION
### b. Cross Drain Design Considerations
Table 1 provides the required storm events to be analyzed for each cross drain, per the FDOT Drainage Manual and Culvert Handbook requirements.
Table 1 – Storm Frequency Criteria
| Storm Event Frequency | Reason |
| 10-year | General Roadside Ditch Culverts |
| 25-year | Design Flood Event (20-year project of AADT < 1,500) |
| 50-year* | Design Flood Event (20-year projection of AADT > 1,500) |
| 100-year | Base Flood Event |
| 500-year | Greatest Flood Event |
* This is the design storm for this project.
Per the FDOT Drainage Manual, the rainfall depths utilized for the modeling were based on the NOAA Atlas 14 Point Precipitation Frequency Estimates at Arcadia, Florida. For the purposes of the location hydraulic analysis, only the 24-hour duration was reviewed.
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Table 2 summarizes the rainfall depths used for the design storm events in the ICPR modeling and compares them to the cumulative rainfall for Hurricane Irma and Hurricane Ian, which were used for calibration events.
Table 2 – Rainfall Depths
| Storm Event | ICPR Model (24-hr) (inches) | Actual Cumulative (inches) |
| 50-year | 8.86 | -- |
| 100-year | 10.20 | -- |
| 500-year | 15.0 | -- |
| Irma | -- | 10.0-10.4 (6 Days) |
| Ian | -- | 17.5-18.6 (2 days) |
For the flood data box evaluation, the overtopping storm event elevation was based on the lowest point along the SR 72 profile using the project Digital Elevation Model (DEM). Overtopping between basins is included in the modeling in the form of overland weirs and is also included in the flood data box. Modeling will be used during design to demonstrate no increase in offsite stages confirming no impacts to offsite properties. Modeled pipe invert elevations, lengths, and sizes are from survey.
If the 500-year discharge did not result in overtopping of SR 72 then the data was entered in the Flood Data Box as the Greatest Flood. If the 500-year discharge did result in overtopping the roadway, then the lowest discharge resulting in overtopping was determined and the frequency of the storm event was calculated using the best fit between a power or linear trend line for the modeled discharges verse frequency probability. This result was recorded as the Basin Overtopping Flood within the Flood Data Box.
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### 5. EXISTING CONDITIONS
### a. Existing Cross Drains
Along SR 72, there are four existing cross drains which convey flow from the north side of SR 72 to the south side, towards the Peace River.
1. EX-0: 8-ft high x 8-ft wide concrete box culvert is located approximately 1200 feet south of the begin project limits
2. EX-1: 4-ft high x 5-ft wide concrete box culvert is located 2500 feet northeast of the begin project limits
3. EX-2: 30-inch reinforced concrete pipe located 1000 feet southwest of the SR 70 and SR 72 intersection
4. EX-3: double 24-inch reinforced concrete pipe located 130 feet southwest of the SR 70 and SR 72 intersection
The Balmoral Group performed field visits on December 15, 2017, January 4, 2018, and, January 9, 2018 to review the existing conditions. In general, there did not appear to be any structural deficiencies or erosion at the existing cross drains.
Figure 4- EX-0 (Existing 8'x 8' CBC) (12/18/2017)
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Figure 6 - EX-2 (Existing 30-inch RCP)(12/18/2017)
Figure 5 - EX-1 (Existing 4' x 5' CBC) (1/9/2018)
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Figure 7 - EX-3 (Double 24-inch) (12/18/2017)
### b. Existing Flooding
One of the driving factors for this project is the flooding experienced from the recent hurricane events. The overtopping of SR 72, caused by Hurricane Irma in 2017, was previously analyzed at this intersection under the Technical Memorandum “Hurricane Irma Flooding Concern on SR 72” by The Balmoral Group. For Hurricane Ian, roadway overtopping of both SR 72 and SR 70 was observed. Refer to Figure 8 and Figure 9 for photos from Hurricane Ian.
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Figure 8—Damage to SR 72 due to Hurricane Ian
Figure 9 - Hurricane Ian Flooding of SR 70 and SR 72
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### c. Existing Conditions Modeling
The existing peak flows through the cross drains were estimated using the SCS Curve Number method (TR-55) and NOAA rainfall depths (from NOAA Atlas 14 Point Precipitation Frequency Estimates). ICPR software (version 4.07.08) was used to determine peak stages associated with these flows.
Cross drain locations and sizes were estimated based on survey and confirmed based on site visits. There no existing permitted stormwater ponds for SR 72 within the project limits. Roadway runoff is generally conveyed via a roadside ditch, which then discharges to a cross drain. The cross-drain systems discharge to existing outfalls.
CatchmentSim (CSIM) software was used to develop the DEM for the project to serve as the basis of analysis. LiDAR elevation information was obtained from 2018 United States Geologic Survey (USGS) data. Project specific survey data was merged with the LiDAR data to create the projects 3ftx3ft DEM model. Subbasins were delineated in the software and refined using the best available data including existing plans, permits and field review.
An existing conditions model was created in ICPR4 (Version 4.0.03). Inputs including soils and land use data were primarily parameterized in ArcGIS and then imported into ICPR for modeling. Nodes were placed in ICPR to represent basins and links were used to connect basins. Irregular weir cross sections were extracted from the DEM. Node stage-storage was estimated using the DEM at half-foot increments. Initial stages were reviewed based on the presence of water from the field reconnaissance and/or aerial imagery. For the project modeling, the Peace River was assumed to be a constant elevation at the initial stage of 14.49 ft NAVD.
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The design tailwater was updated to utilize gage information from the USGS gage 02296750, Peace River at Arcadia, FL to replicate the recorded elevations of the river during the monitoring period. For this study, the time stage curve spans from September 28th, 2022 at 8:30am to October 3rd, 2022 at 8:30am, a total duration of 120 hours. The start time of the simulation was set 12 hours before the calculated time of the eye of the hurricane being over Arcadia, FL which was estimated to be September 28th at 8:30pm. The simulation ended 49.5 hours after the rivers peak was recorded on
Figure 10 - USGS Peace River Elevations for Monitoring Period
October 1st, 2022 at 7:00am. Figure 10 shows the USGS Peace River gage time/stage graph of the river elevations for the monitoring period.
NEXRAD rainfall data was obtained from South West Florida Water Management District (SWFWMD) for the monitoring period to set basin specific rainfall throughout the model. Subdivided areas, referred to as tiles, have individual monitoring gages which provide more detailed rainfall estimates across large project areas, as opposed to using a global rainfall estimate in the modeling. Seven NEXRAD tiles spanned the model area, with cumulative rainfalls varying from 17.50 inches to 18.61 inches. It should be noted rainfall was only recorded on September 28th, 2022. See Figure 11 for the NEXRAD tile layout with cumulative rainfall listed. Figure 12 compares the unit hydrograph for each tile. For comparison purposes, this figure also depicts the global rainfall (16.5 inches) Florida Modified (FLMOD) unit hydrograph to show a global modeling approach would have underestimated the storms impacts.
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Figure 11 - NEXRAD Rainfall Tiles
Figure 12 - Unit Hydrograph Comparisons
Results of the max stages experienced during the modeled Hurricane Ian simulation were inundated against the DEM to depict where areas of flooding occurred. Figure 13 shows these results. Compared to the photographs provided by FDOT staff of the flooding extents, the areas shown as flooded in the modeling closely resemble reality. Overtopping weir linkages were added across SR 72 and SR 70 to replicate the overtopping that was experienced during the storm and accurately
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represent areas where extensive roadway erosion was recorded.
The calculations indicated that SR 72 will overtop in a storm event slightly over the 100-year event. This is corroborated with the Hurricane Ian Inundation.
Figure 13 - Hurricane Ian Inundation Mapping Results
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### 6. PROPOSED CONDITIONS
The roadway profile will be increased. As identified in the existing conditions modeling, the current roadway profile of SR 72 is insufficient for being usable during an emergency event. As a result, the roadway profile is proposed to be higher than the recorded stages from the modeling.
### a. Proposed Conditions Modeling
For the proposed PD&E model, the existing conditions model was updated to remove the overtopping weirs over the SR 72 roadway (i.e. flow condition was set to none). The cross-drain size for CD-1 was enlarged to an 8'x 8' concrete box culvert for resiliency to add flow capacity during extreme storm events that prevents the roadway from overtopping. The increased culvert size would also provide wildlife connectivity below the roadway. CD-2 was upsized from a single 30-inch cross drain to a double 30-inch cross drain. This sizing maintained the wetland stage upstream (Node 302) with no roadway overtopping. EX-3 was removed from the model (i.e. flow condition was set to none) as this runoff will be conveyed to CD-2 in the proposed condition within the proposed right-of-way and discharge from the right-of-way at the same location as in the existing condition. Table 3 shows a summary of the existing and proposed cross drains for the design storms and Table 4 shows the flows through the simulated hurricanes in the existing and proposed conditions.
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Table 3 - Flood Data Box (Existing and Proposed)
| Existing Structure No. | Cross Drain Size | Design Flood | Base Flood | Overtopping Flood | Greatest Flood |
| 2% PROB | 50 YR FREQ | 1% PROB | 100 YR FREQ |
| Discharge | Stage | Discharge | Stage | Discharge | Stage | PROB % | FREQ YR | Discharge | Stage | PROB % | FREQ YR |
| EX-0 | 1-8'x8' | 426.99 | 48.30 | 547.15 | 50.24 | 581.42 | 50.67 | 0.80% | 124 | | | | |
| EX-1 | 1-4'x5' | 213.20 | 36.96 | 245.51 | 38.53 | 261.90 | 39.42 | 0.51% | 197 | | | | |
| EX-2 | 1-30" | 38.94 | 21.81 | 42.06 | 22.23 | 43.21 | 22.40 | 0.64% | 156 | | | | |
| EX-3 | 2-24" | 33.60 | 21.81 | 40.93 | 22.23 | 42.83 | 22.40 | 0.92% | 108 | | | | |
| Proposed Structure No. | Cross Drain Size | Design Flood | Base Flood | Overtopping Flood | Greatest Flood |
| 2% PROB | 50 YR FREQ | 1% PROB | 100 YR FREQ |
| Discharge | Stage | Discharge | Stage | Discharge | Stage | PROB % | FREQ YR | Discharge | Stage | PROB % | FREQ YR |
| EX-0 | 1-8'x8' | 427.01 | 48.30 | 547.15 | 50.24 | | | | | 665.89 | 51.73 | 0.2% | 500 |
| CD-1 | 1-8'x8' | 268.74 | 34.46 | 348.87 | 35.54 | | | | | 587.70 | 39.01 | 0.2% | 500 |
| CD-2 | 2-30" | 66.28 | 21.86 | 73.39 | 22.25 | | | | | 101.16 | 24.07 | 0.2% | 500 |
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Table 4 - Hurricane Peak Flow and Stage Comparison (Existing and Proposed)
| Structure No. | Cross Drain Size | Irma | lan | Structure No. | Cross Drain Size | Irma | lan |
| DISCHARGE | STAGE | DISCHARGE | STAGE | DISCHARGE | STAGE | DISCHARGE | STAGE |
| Existing | Proposed |
| EX-0 | 1-8'x8' | 454.39 | 47.55 | 699.69 | 52.21 | EX-0 | 1-8'x8' | 454.39 | 48.63 | 699.69 | 52.21 |
| W-207-113 | 0.00 | 100.82 | | | | | | |
| EX-1 | 1-4'x5' | 170.19 | 35.21 | 277.15 | 40.27 | CD-1 | 1-8'x8' | 177.89 | 33.11 | 649.64 | 39.80 |
| W-202-208 | 0.00 | 92.35 | | | | | | |
| EX-2 | 1-30" | 38.21 | 23.94 | 48.65 | 28.45 | CD-2 | 2-30" | 64.14 | 24.14 | 121.04 | 28.45 |
| W-302-305 | 112.64 | 481.47 | | | | | | |
| EX-3 | 2-24" | 31.88 | 23.94 | 51.76 | 28.45 | | | | | | |
| W-402-305 | 4.31 | 3.17 | | | | | | |
| W-402-407 | 0.00 | 0.14 | | | | | | |
| Total Cross Drain Flow (EX-1, EX-2, EX-3) | 240.28 | | 377.56 | | Total Cross Drain Flow (CD-1, CD-2) | 242.03 | | 810.48 | |
Overtopping weirs are included in the existing condition to show the peak flow that was occurring over the roadway.
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### b. Proposed Minimal Encroachment Evaluation
Per Section 13.2.2.5 of the FDOT PD&E Manual, the Location Hydraulic Report (LHR) has requirements for each level of significance of encroachment. This project qualifies as a Minimal Encroachments level due to minimal impacts to floodplain encroachments. The location of pertinent information and/or discussion of the following items to be contained within the LHR for a project with Minimal Encroachments are summarized below:
General description of the project: See Section 1. Project Description, Section 4.a. Roadway Design Considerations, Section 5.a. Existing Cross Drains and Appendix A: Figure 1.
• Determination of whether the proposed action is in the base floodplain: See Section 3. Drainage Conditions and Figure 6 – FEMA Map. Most of the project lies within Zone A or AE and floodplain impacts are anticipated in this area.
History of flooding of the existing facilities and/or measures to minimize any impacts due to the proposed improvements: As discussed, there is a history of flooding of the roadway within the project corridor and was documented for Hurricane Irma and Ian. It is anticipated that the improvements will consist of extension of the existing cross drains and upsize to allow for additional conveyance under the roadway.
- Determination of whether the encroachment is longitudinal or transverse, and if it is a longitudinal encroachment, an evaluation and discussion of practicable avoidance alternatives: The floodplain encroachment is transverse, cutting through the floodplain between 30-90 degrees.
- The practicability of avoidance alternatives and/or measures to minimize impacts: Several alternatives were reviewed as part of the new realignment; all cross the floodplain in similar locations and would have the same impact to the existing floodplains.
- Impact of the project on emergency services and evacuation: The project seeks to increase regional mobility and accommodate the future traffic needs as well as raise the roadway to provide an accessible hurricane evacuation route. The project is anticipated to have a positive impact on emergency services and evacuation.
- Impacts of the project on the base flood, likelihood of flood risk, overtopping, location of overtopping, backwater: A proposed cross drain analysis was performed which sized the proposed cross drains to not have an adverse impact on the 100-year upstream stages. Roadway overtopping will be avoided with the raised roadway profile. Refer to Table 3 and Table 4.
Determination of the impact of the project on regulatory floodways, it any, and documentation of coordination with FEMA and local agencies to determine the requirements for the project to be developed consistent with the regulatory floodway: The Peace River is a FEMA Regulatory floodway (See Figure 4 – FEMA Map). A Bridge Hydraulics Report will be completed during Final Design to demonstrate no adverse impacts for permitting through the SWFWMD.
The impacts on natural and beneficial floodplain values, and measures to restore and preserve these values: Generally, the proposed improvements maintain the existing water stages upstream of the cross drains. Additional peak flow downstream of the cross drains is not expected to have an adverse impact given the expansiveness of the Peace River floodplain.
===== PAGE 25 =====
Consistency of the project with the local floodplain development plan or the land use elements in the Local Government Comprehensive Plan (LGCP), and the potential of encouraging development in the base floodplain: The project has been coordinated with the District One Drainage Engineer. The Build Alternative complies with the DeSoto County Future Land Use Plan and would not encourage any new development in the floodplain.
- Measures to minimize floodplain impacts associated with the project and measures to restore and preserve the natural and beneficial floodplain values impacts by the project: Generally, the proposed improvements maintain the existing water stages upstream of the cross drains. Additional peak flow downstream of the cross drains is not expected to have an adverse impact given the expansiveness of the Peace River floodplain.
• A map showing project, location, and impacted floodplains: See Figure 4 for FEMA Map.
- Results of any risk assessments performed: See Table 3 and Table 4 for the results of the existing and proposed cross drain analysis and 50-Year Design Level of Service.
===== PAGE 26 =====
### 7. CONCLUSIONS
The purpose of this report is to determine the existing condition and location of the cross drains along SR 72 within the study limits, evaluate the capacity of the existing and proposed cross drains based on the design storms and hurricane data, and evaluate the floodplain encroachments.
As shown in the Flood Data box, the existing roadway profile was subject to flooding and was significantly impacted by Hurricane Irma and Hurricane Ian. As a result, the proposed roadway profile is being increased and additional conveyance capacity is being provided with the proposed cross drains.
During the design phase, the proposed cross drain facilities will be prepared in accordance with the FDOT Drainage Manual (Topic No. 625-040-002). Proposed conceptual modeling was performed to estimate proposed cross drain sizes. EX-0 remained unchanged and EX-3 is proposed to be removed. CD-1 size was increased to provide sufficient capacity for a wildlife crossing. CD-2 was upsized to maintain the upstream stage within the wetland. It is expected that the proposed improvements will include extension, modification, or replacement of existing drainage structures, which will perform hydraulically in a manner equal to or greater than the existing structures, and backwater surface elevations are not expected to increase. Thus, there will be no significant adverse impacts on natural and beneficial floodplain values. As a result, there will be no significant change in flood risk, and there will not be a significant change in the potential for interruption or termination of emergency service or emergency evacuation routes. Therefore, it has been determined that this encroachment is not significant.
===== PAGE 27 =====
### 8. REFERENCES
1) Federal Emergency Management Agency (November 2013). Effective Flood Insurance Rate Maps, DeSoto County, Florida and Incorporated Areas.
2) Florida Department of Transportation. (2024). Drainage Design Guide. Tallahassee: Office of Design, Drainage Section.
3) Florida Department of Transportation. (2025). Drainage Manual. Tallahassee: Office of Design, Drainage Section.
4) Southwest Florida Water Management District (2024). Environmental Resource Permit Applicant's Handbook Volume II.
===== PAGE 28 =====
Appendix A - Figures
===== PAGE 29 =====
| Project Location |
| Legend |
| — Proposed Roadway |
| S-T-R Section - Township - Range |
| Sources: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS , USDA, USGS, AeroGRID, IGN, and the GIS User Community |
| Figure 2 USGS Quadrangle Map |
| S.R. 72 from C.R. 661 to S.R. 70 & S.R. 70 from C.R. 661 to the Peace River Bridge DeSoto County, Florida 443123-1-22-01 |
| The Balmoral Group 200 W Welbourne Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us |
===== PAGE 31 =====
The Balmoral Group
200 W Melbourne Ave
Winter Park, FL 32789
Phone: (407) 629-2185
www.balmoralgroup.us
S.R. 72 from C.R. 661 to S.R. 70 &
S.R. 70 from C.R. 661 to the
Peace River Bridge
DeSoto County, Florida
443123-1-22-01
Figure 3
FEMA Flood Map
Sources:
FEMA Flood Hazard Zones
of the Digital Flood Insurance Rate
Map (DFIRM) in the State of Florida
December 2021
X
☐ AE
forall
Legend
Regulated Floodway
Proposed Roadway
dfirm_bfe_dec22
FLD ZONE
Project Location
1000
===== PAGE 32 =====
| Project Location |
| Legend |
| —— Proposed Roadway |
| ☐ Waterbody_IDs_(WBIDs) |
| Sources:FEMA Flood Hazard Zonesof the Digital Flood Insurance RateMap (DFIRM) in the State of FloridaDecember 2021 |
| Figure 4WBID Map |
| S.R. 72 from C.R. 661 to S.R. 70 &S.R. 70 from C.R. 661 to thePeace River BridgeDeSoto County, Florida443123-1-22-01 |
| The Balmoral Group200 W Welbourne AveWinter Park, FL 32789Phone: (407) 629-2185www.balmoralgroup.us |
| Node | Peak Stage (ft NAVD) | Difference (PD&E - Pre) | Remarks |
| Pre-Development | PD&E LHR | 50-yr | 100-yr | Irma | Ian | |
| 50-yr | 100-yr | Irma | Ian | 50-yr | 100-yr | Irma | Ian | 50-yr | |
| 100 | 55.00 | 55.04 | 54.85 | 55.14 | 55.00 | 55.04 | 54.85 | 55.14 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 101 | 54.09 | 54.15 | 54.00 | 54.28 | 54.09 | 54.15 | 54.00 | 54.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 102 | 48.30 | 50.24 | 48.63 | 52.21 | 48.30 | 50.24 | 48.63 | 52.21 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 102A | 49.61 | 49.85 | 49.09 | 51.99 | 49.61 | 49.85 | 49.09 | 51.99 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 102B | 49.65 | 50.25 | 49.63 | 52.21 | 49.65 | 50.25 | 49.63 | 52.21 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 102C | 50.85 | 50.94 | 50.86 | 52.22 | 50.85 | 50.94 | 50.86 | 52.22 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 102D | 50.90 | 51.01 | 50.93 | 52.24 | 50.90 | 51.01 | 50.93 | 52.24 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 103 | 54.74 | 54.78 | 54.65 | 54.87 | 54.74 | 54.78 | 54.65 | 54.87 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 104 | 51.66 | 51.73 | 51.67 | 52.29 | 51.66 | 51.73 | 51.67 | 52.29 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 105 | 52.59 | 52.74 | 52.53 | 53.32 | 52.59 | 52.74 | 52.53 | 53.32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 106 | 54.26 | 54.30 | 54.26 | 54.44 | 54.26 | 54.30 | 54.26 | 54.44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 107 | 54.37 | 54.39 | 54.34 | 54.45 | 54.37 | 54.39 | 54.34 | 54.45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 110 | 52.53 | 52.67 | 52.47 | 53.23 | 52.53 | 52.67 | 52.47 | 53.23 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 111 | 52.90 | 52.93 | 52.77 | 53.01 | 52.90 | 52.93 | 52.77 | 53.01 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 112 | 44.20 | 44.27 | 44.22 | 44.70 | 44.20 | 44.27 | 44.22 | 44.70 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 113 | 46.47 | 48.52 | 46.81 | 50.51 | 46.47 | 48.52 | 46.81 | 50.51 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 114 | 52.28 | 52.31 | 52.27 | 52.44 | 52.28 | 52.31 | 52.27 | 52.44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 180 | 53.82 | 53.91 | 53.90 | 54.35 | 53.82 | 53.91 | 53.90 | 54.35 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 181 | 55.51 | 55.53 | 55.53 | 55.62 | 55.51 | 55.53 | 55.53 | 55.62 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 198 | 52.63 | 53.01 | 52.67 | 53.84 | 52.63 | 53.01 | 52.67 | 53.84 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 199 | 52.62 | 53.01 | 52.66 | 53.84 | 52.62 | 53.01 | 52.66 | 53.84 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 200 | 50.90 | 51.03 | 50.73 | 51.28 | 50.90 | 51.03 | 50.73 | 51.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | |
| 201 | 37.92 | 38.66 | 37.57 | 40.46 | 37.92 | 38.26 | 37.57 | 40.04 | 0.00 | -0.40 | 0.00 | 0.00 | -0.42 | | |
| 202 | 36.96 | 38.53 | 35.21 | 40.27 | 34.46 | 35.54 | 33.11 | 39.80 | -2.50 | -2.99 | -2.10 | -0.47 | | | |
| 203 | 36.65 | 37.78 | 36.29 | 39.08 | 36.99 | 37.18 | 36.40 | 39.60 | 0.34 | -0.60 | 0.11 | 0.52 | R/W EL = 38.07 | | |
| 204 | 43.49 | 43.72 | 41.78 | 44.76 | 43.49 | 43.72 | 41.78 | 44.76 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 205 | 46.81 | 46.86 | 46.61 | 47.90 | 46.81 | 46.86 | 46.61 | 47.90 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 206 | 49.25 | 49.35 | 48.39 | 50.89 | 49.25 | 49.35 | 48.39 | 50.89 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 207 | 49.51 | 49.71 | 48.66 | 51.54 | 49.51 | 49.71 | 48.66 | 51.54 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 208 | 31.80 | 31.86 | 31.71 | 32.21 | 31.90 | 32.03 | 31.73 | 32.52 | 0.10 | 0.17 | 0.02 | 0.31 | | | |
| 209 | 40.50 | 40.60 | 40.21 | 44.28 | 40.50 | 40.60 | 40.21 | 44.28 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 300 | 21.82 | 22.23 | 23.94 | 28.45 | 21.86 | 22.25 | 24.15 | 28.45 | 0.04 | 0.02 | 0.21 | 0.00 | | | |
| 302 | 21.81 | 22.23 | 23.94 | 28.45 | 21.86 | 22.25 | 24.14 | 28.45 | 0.05 | 0.02 | 0.20 | 0.00 | | | |
| 303 | 25.45 | 25.48 | 25.32 | 28.45 | 25.45 | 25.48 | 25.32 | 28.45 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 304 | 33.19 | 33.25 | 32.53 | 34.19 | 33.27 | 33.36 | 32.57 | 34.94 | 0.08 | 0.11 | 0.04 | 0.75 | | | |
| 305 | 19.63 | 19.65 | 23.94 | 28.45 | 19.61 | 19.63 | 23.94 | 28.45 | -0.02 | -0.02 | 0.00 | 0.00 | | | |
| 306 | 19.45 | 19.46 | 23.94 | 28.45 | 19.45 | 19.46 | 23.94 | 28.45 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 308 | 31.06 | 31.17 | 30.62 | 35.31 | 31.06 | 31.17 | 30.62 | 31.06 | 0.00 | 0.00 | 0.00 | -4.25 | | | |
| 400 | 33.77 | 33.85 | 33.60 | 34.22 | 33.77 | 33.85 | 33.60 | 34.22 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 401 | 21.82 | 22.23 | 23.94 | 28.45 | 21.86 | 22.25 | 24.15 | 28.45 | 0.04 | 0.02 | 0.21 | 0.00 | | | |
| 402 | 21.81 | 22.23 | 23.94 | 28.45 | 21.86 | 22.25 | 24.15 | 28.45 | 0.05 | 0.02 | 0.21 | 0.00 | | | |
| 403 | 41.09 | 41.22 | 40.69 | 42.11 | 41.09 | 41.22 | 40.69 | 42.11 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 404 | 41.16 | 41.20 | 41.10 | 41.41 | 41.16 | 41.20 | 41.10 | 41.41 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 406 | 25.00 | 25.06 | 24.89 | 28.45 | 25.00 | 25.06 | 24.89 | 28.45 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 407 | 21.23 | 21.36 | 23.94 | 28.45 | 20.32 | 20.36 | 23.94 | 28.45 | -0.91 | -1.00 | 0.00 | 0.00 | | | |
| 500 | 49.61 | 49.63 | 49.61 | 49.71 | 49.61 | 49.63 | 49.61 | 49.71 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 501 | 42.78 | 43.51 | 42.77 | 44.75 | 42.78 | 43.51 | 42.77 | 44.75 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 502 | 43.67 | 43.68 | 43.63 | 44.75 | 43.67 | 43.68 | 43.63 | 44.75 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 503 | 50.12 | 50.18 | 49.65 | 51.21 | 50.12 | 50.18 | 49.65 | 51.21 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 600 | 49.84 | 50.09 | 49.67 | 51.22 | 49.84 | 50.09 | 49.67 | 51.22 | 0.00 | 0.00 | 0.00 | 0.00 | | | |
| 601 | 49.82 | 50.08 | 49.65 | 51.21 | 49.82 | 50.08 | 49.65 | 51.21 | 0.00 | 0. | | | | | |
===== PAGE 37 =====
Node Max Conditions [Existing]
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 100 | 050YR24HR | 61.00 | 55.00 | -0.0004 | 88.26 | 86.32 | 141516 |
| 101 | 050YR24HR | 58.00 | 54.09 | -0.0010 | 31.57 | 28.19 | 41516 |
| 102 | 050YR24HR | 52.10 | 48.30 | 0.0010 | 428.47 | 426.99 | 38913 |
| 102A | 050YR24HR | 50.00 | 49.61 | -0.0006 | 6.08 | 4.83 | 7477 |
| 102B | 050YR24HR | 49.40 | 49.65 | 0.0001 | 1.72 | 1.72 | 100 |
| 102C | 050YR24HR | 50.37 | 50.85 | 0.0004 | 61.40 | 61.40 | 19546 |
| 102D | 050YR24HR | 50.37 | 50.90 | 0.0009 | 205.47 | 205.45 | 43645 |
| 103 | 050YR24HR | 58.00 | 54.74 | -0.0010 | 247.63 | 129.38 | 1256865 |
| 104 | 050YR24HR | 57.00 | 51.66 | 0.0005 | 436.12 | 414.12 | 1889764 |
| 105 | 050YR24HR | 60.50 | 52.59 | 0.0004 | 402.48 | 259.30 | 1815906 |
| 106 | 050YR24HR | 60.00 | 54.26 | 0.0003 | 77.74 | 48.30 | 795772 |
| 107 | 050YR24HR | 57.00 | 54.37 | 0.0006 | 13.40 | 8.95 | 142005 |
| 110 | 050YR24HR | 61.00 | 52.53 | 0.0007 | 304.63 | 304.06 | 231607 |
| 111 | 050YR24HR | 59.00 | 52.90 | 0.0006 | 87.48 | 87.14 | 73955 |
| 112 | 050YR24HR | 47.40 | 44.20 | -0.0008 | 430.47 | 430.47 | 11657 |
| 113 | 050YR24HR | 49.30 | 46.47 | -0.0010 | 429.54 | 429.43 | 11618 |
| 114 | 050YR24HR | 52.10 | 52.28 | 0.0002 | 4.73 | 3.33 | 38990 |
| 180 | 050YR24HR | 60.00 | 53.82 | -0.0010 | 41.73 | 36.22 | 129868 |
| 181 | 050YR24HR | 61.00 | 55.51 | 0.0003 | 56.16 | 28.93 | 1070316 |
| 198 | 050YR24HR | 61.00 | 52.63 | 0.0007 | 42.48 | 42.57 | 112598 |
| 199 | 050YR24HR | 60.00 | 52.62 | 0.0010 | 58.69 | 58.26 | 25890 |
| 200 | 050YR24HR | 59.00 | 50.90 | -0.0006 | 306.51 | 124.23 | 806730 |
| 201 | 050YR24HR | 55.50 | 37.92 | 0.0006 | 250.78 | 250.76 | 11981 |
| 202 | 050YR24HR | 38.90 | 36.96 | -0.0010 | 282.91 | 215.87 | 190827 |
| 203 | 050YR24HR | 37.40 | 36.65 | -0.0010 | 5.00 | 4.86 | 1751 |
| 204 | 050YR24HR | 43.80 | 43.49 | 0.0010 | 14.64 | 13.97 | 2286 |
| 205 | 050YR24HR | 46.20 | 46.81 | 0.0007 | 12.12 | 12.10 | 4168 |
| 206 | 050YR24HR | 49.10 | 49.25 | -0.0008 | 9.56 | 9.18 | 4171 |
| 207 | 050YR24HR | 49.68 | 49.51 | -0.0010 | 8.71 | 6.76 | 6499 |
| 208 | 050YR24HR | 38.40 | 31.80 | 0.0009 | 214.20 | 214.20 | 8265 |
| 209 | 050YR24HR | 43.60 | 40.50 | -0.0010 | 2.72 | 2.72 | 172 |
| 300 | 050YR24HR | 26.00 | 21.82 | -0.0010 | 85.16 | 34.50 | 436498 |
| 302 | 050YR24HR | 22.20 | 21.81 | -0.0010 | 59.39 | 38.94 | 34467 |
| 303 | 050YR24HR | 24.99 | 25.45 | 0.0004 | 14.60 | 14.60 | 2564 |
| 304 | 050YR24HR | 32.80 | 33.19 | 0.0010 | 31.22 | 31.12 | 6561 |
| 305 | 050YR24HR | 22.20 | 19.63 | -0.0004 | 73.77 | 73.76 | 35665 |
| 306 | 050YR24HR | 19.10 | 19.45 | -0.0004 | 73.72 | 73.71 | 157569 |
| 308 | 050YR24HR | 33.43 | 31.06 | 0.0008 | 3.63 | 3.61 | 304 |
| 400 | 050YR24HR | 32.65 | 33.77 | 0.0005 | 81.82 | 81.82 | 4107 |
| 401 | 050YR24HR | 50.50 | 21.82 | 0.0008 | 106.71 | 70.37 | 325477 |
| 402 | 050YR24HR | 22.50 | 21.81 | -0.0010 | 50.30 | 33.65 | 31886 |
| 403 | 050YR24HR | 48.00 | 41.09 | -0.0015 | 5.40 | 5.28 | 1116 |
| 404 | 050YR24HR | 56.00 | 41.16 | 0.0002 | 38.06 | 38.06 | 8373 |
| 406 | 050YR24HR | 24.44 | 25.00 | 0.0015 | 10.72 | 10.72 | 1158 |
| 407 | 050YR24HR | 29.30 | 21.23 | 0.0010 | 33.77 | 33.77 | 203 |
| 408 | 050YR24HR | 27.00 | 20.59 | 0.0008 | 39.10 | 2.80 | 398634 |
5/16/2023 17:32
===== PAGE 39 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 409 | 050YR24HR | 22.40 | 21.66 | 0.0003 | 7.43 | 3.61 | 19380 |
| 500 | 050YR24HR | 54.00 | 49.61 | 0.0004 | 20.42 | 13.28 | 260449 |
| 501 | 050YR24HR | 53.00 | 42.78 | 0.0010 | 27.88 | 27.74 | 3104 |
| 502 | 050YR24HR | 52.00 | 43.67 | 0.0005 | 14.00 | 14.00 | 4275 |
| 503 | 050YR24HR | 54.00 | 50.12 | -0.0005 | 17.41 | 13.99 | 43204 |
| 600 | 050YR24HR | 58.00 | 49.84 | 0.0004 | 87.65 | 81.88 | 140626 |
| 601 | 050YR24HR | 56.00 | 49.82 | -0.0005 | 127.91 | 124.63 | 142598 |
| 602 | 050YR24HR | 51.30 | 51.76 | -0.0010 | 22.54 | 22.54 | 6092 |
| 603 | 050YR24HR | 58.00 | 52.03 | 0.0003 | 74.67 | 73.88 | 372465 |
| 604 | 050YR24HR | 59.00 | 53.94 | 0.0002 | 16.03 | 10.38 | 389500 |
| 605 | 050YR24HR | 59.00 | 53.65 | 0.0003 | 14.42 | 14.40 | 47043 |
| 606 | 050YR24HR | 53.56 | 54.68 | 0.0005 | 73.32 | 52.14 | 334046 |
| 607 | 050YR24HR | 60.00 | 52.69 | 0.0004 | 43.97 | 40.59 | 359997 |
| 608 | 050YR24HR | 60.00 | 55.36 | 0.0009 | 31.38 | 31.16 | 49618 |
| 609 | 050YR24HR | 55.00 | 50.00 | 0.0002 | 58.27 | 42.31 | 339594 |
| 801 | 050YR24HR | 59.00 | 54.16 | 0.0005 | 22.13 | 17.43 | 192305 |
| 803 | 050YR24HR | 58.00 | 54.16 | 0.0003 | 21.33 | 15.23 | 52734 |
| 805 | 050YR24HR | 58.00 | 50.82 | 0.0002 | 49.95 | 41.98 | 354605 |
| 806 | 050YR24HR | 60.00 | 53.28 | 0.0002 | 120.38 | 108.77 | 1572122 |
| 807 | 050YR24HR | 59.00 | 53.28 | 0.0003 | 290.10 | 42.11 | 3661926 |
| 808 | 050YR24HR | 59.00 | 54.18 | 0.0005 | 91.22 | 38.46 | 570241 |
| 809 | 050YR24HR | 58.00 | 53.28 | 0.0002 | 98.60 | 8.84 | 810851 |
| 810 | 050YR24HR | 58.00 | 54.50 | 0.0004 | 8.13 | 7.50 | 70344 |
| 811 | 050YR24HR | 58.00 | 54.18 | 0.0005 | 88.39 | 65.26 | 419011 |
| 812 | 050YR24HR | 58.00 | 54.02 | 0.0003 | 39.02 | 22.59 | 335596 |
| 813 | 050YR24HR | 59.00 | 54.18 | 0.0004 | 18.81 | 4.64 | 190200 |
| 814 | 050YR24HR | 58.00 | 53.28 | 0.0003 | 15.36 | 15.31 | 31758 |
| 815 | 050YR24HR | 58.00 | 54.02 | -0.0009 | 7.09 | 6.71 | 11189 |
| 816 | 050YR24HR | 54.50 | 54.62 | 0.0003 | 7.47 | 5.73 | 58143 |
| 817 | 050YR24HR | 57.00 | 54.45 | 0.0010 | 22.65 | 18.54 | 297082 |
| 818 | 050YR24HR | 58.00 | 53.39 | 0.0003 | 71.77 | 71.50 | 226991 |
| 819 | 050YR24HR | 58.00 | 55.21 | 0.0009 | 16.04 | 11.96 | 196668 |
| Citrus Outfall | 050YR24HR | 50.00 | 51.72 | 0.0006 | 311.76 | 308.21 | 119998 |
| Citrus Pond 1 | 050YR24HR | 51.90 | 51.93 | 0.0005 | 99.41 | 28.16 | 263892 |
| Citrus Pond 2 | 050YR24HR | 51.90 | 51.84 | 0.0005 | 49.11 | 30.48 | 159043 |
| Citrus Swale DS | 050YR24HR | 51.30 | 52.07 | 0.0008 | 99.74 | 83.80 | 31173 |
| Citrus Swale US | 050YR24HR | 52.30 | 52.10 | 0.0010 | 109.30 | 83.67 | 30224 |
| Peace River Trib1 | 050YR24HR | 50.00 | 48.50 | 0.0000 | 136.10 | 0.05 | 0 |
| Peace River Trib2 | 050YR24HR | 39.00 | 39.00 | 0.0000 | 27.74 | 0.00 | 0 |
| Peace River US | 050YR24HR | 18.70 | 18.70 | 0.0000 | 2.80 | 0.00 | 0 |
| Peace River1 | 050YR24HR | 18.70 | 18.70 | 0.0000 | 700.99 | 0.00 | 0 |
| TW-North | 050YR24HR | 54.00 | 54.00 | 0.0000 | 0.12 | 0.00 | 0 |
5/16/2023 17:32
===== PAGE 40 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft²] |
| TW-West | 050YR24HR | 49.00 | 49.00 | 0.0000 | 60.76 | 0.00 | 0 |
| TW-south | 050YR24HR | 54.00 | 54.00 | 0.0000 | 8.48 | 4.10 | 0 |
| 100 | 100yr24h | 61.00 | 55.04 | -0.0007 | 104.24 | 102.19 | 149884 |
| 101 | 100yr24h | 58.00 | 54.15 | -0.0010 | 35.79 | 33.33 | 44444 |
| 102 | 100yr24h | 52.10 | 50.24 | 0.0010 | 562.90 | 552.82 | 139786 |
| 102A | 100yr24h | 50.00 | 49.85 | -0.0010 | 7.30 | 5.18 | 9032 |
| 102B | 100yr24h | 49.40 | 50.25 | 0.0009 | 2.17 | 2.17 | 840 |
| 102C | 100yr24h | 50.37 | 50.94 | 0.0004 | 92.27 | 92.26 | 21975 |
| 102D | 100yr24h | 50.37 | 51.01 | 0.0010 | 275.63 | 275.60 | 48272 |
| 103 | 100yr24h | 58.00 | 54.78 | -0.0010 | 291.16 | 178.81 | 1338671 |
| 104 | 100yr24h | 57.00 | 51.73 | 0.0005 | 564.85 | 542.84 | 1912544 |
| 105 | 100yr24h | 60.50 | 52.74 | 0.0004 | 519.62 | 337.23 | 1946089 |
| 106 | 100yr24h | 60.00 | 54.30 | 0.0002 | 91.87 | 63.70 | 832113 |
| 107 | 100yr24h | 57.00 | 54.39 | 0.0006 | 15.74 | 11.98 | 147679 |
| 110 | 100yr24h | 61.00 | 52.67 | 0.0005 | 394.33 | 393.43 | 283383 |
| 111 | 100yr24h | 59.00 | 52.93 | 0.0006 | 104.30 | 103.96 | 77715 |
| 112 | 100yr24h | 47.40 | 44.27 | 0.0009 | 552.37 | 552.37 | 11732 |
| 113 | 100yr24h | 49.30 | 48.52 | 0.0010 | 550.93 | 550.81 | 14073 |
| 114 | 100yr24h | 52.10 | 52.31 | 0.0002 | 6.11 | 4.90 | 40226 |
| 180 | 100yr24h | 60.00 | 53.91 | -0.0009 | 49.57 | 43.85 | 144354 |
| 181 | 100yr24h | 61.00 | 55.53 | 0.0002 | 66.66 | 40.41 | 1124320 |
| 198 | 100yr24h | 61.00 | 53.01 | -0.0008 | 52.42 | 47.49 | 212786 |
| 199 | 100yr24h | 60.00 | 53.01 | 0.0010 | 66.77 | 66.08 | 37884 |
| 200 | 100yr24h | 59.00 | 51.03 | -0.0007 | 367.66 | 186.86 | 865220 |
| 201 | 100yr24h | 55.50 | 38.66 | -0.0009 | 350.63 | 350.57 | 19442 |
| 202 | 100yr24h | 38.90 | 38.53 | -0.0010 | 392.68 | 261.97 | 226530 |
| 203 | 100yr24h | 37.40 | 37.78 | -0.0010 | 16.98 | 16.93 | 5309 |
| 204 | 100yr24h | 43.80 | 43.72 | 0.0010 | 17.20 | 16.89 | 2834 |
| 205 | 100yr24h | 46.20 | 46.86 | 0.0010 | 14.44 | 14.41 | 4386 |
| 206 | 100yr24h | 49.10 | 49.35 | 0.0010 | 10.95 | 10.88 | 4585 |
| 207 | 100yr24h | 49.68 | 49.71 | -0.0010 | 9.98 | 7.92 | 7543 |
| 208 | 100yr24h | 38.40 | 31.86 | 0.0010 | 246.71 | 246.71 | 8509 |
| 209 | 100yr24h | 43.60 | 40.60 | -0.0010 | 3.27 | 3.27 | 253 |
| 300 | 100yr24h | 26.00 | 22.23 | -0.0010 | 93.03 | 45.86 | 453289 |
| 302 | 100yr24h | 22.20 | 22.23 | -0.0010 | 70.80 | 42.06 | 39758 |
| 303 | 100yr24h | 24.99 | 25.48 | 0.0004 | 17.68 | 17.68 | 2659 |
| 304 | 100yr24h | 32.80 | 33.25 | 0.0010 | 37.91 | 37.82 | 6833 |
| 305 | 100yr24h | 22.20 | 19.65 | -0.0004 | 84.32 | 84.32 | 37384 |
| 306 | 100yr24h | 19.10 | 19.46 | -0.0004 | 82.72 | 82.71 | 161992 |
| 308 | 100yr24h | 33.43 | 31.17 | 0.0008 | 4.26 | 4.24 | 361 |
| 400 | 100yr24h | 32.65 | 33.85 | 0.0007 | 98.79 | 98.79 | 4412 |
| 401 | 100yr24h | 50.50 | 22.23 | 0.0008 | 128.81 | 83.29 | 334220 |
| 402 | 100yr24h | 22.50 | 22.23 | -0.0010 | 63.31 | 40.95 | 36132 |
| 403 | 100yr24h | 48.00 | 41.22 | -0.0015 | 6.37 | 6.08 | 1776 |
| 404 | 100yr24h | 56.00 | 41.20 | 0.0003 | 45.08 | 45.07 | 8403 |
| 406 | 100yr24h | 24.44 | 25.06 | 0.0015 | 13.11 | 13.11 | 1307 |
| 407 | 100yr24h | 29.30 | 21.36 | -0.0010 | 41.13 | 41.13 | 203 |
5/16/2023 17:32
===== PAGE 41 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 408 | 100yr24h | 27.00 | 20.62 | 0.0009 | 46.22 | 7.82 | 401859 |
| 409 | 100yr24h | 22.40 | 21.75 | 0.0003 | 8.57 | 4.10 | 20363 |
| 500 | 100yr24h | 54.00 | 49.63 | 0.0004 | 25.93 | 19.50 | 267876 |
| 501 | 100yr24h | 53.00 | 43.51 | 0.0010 | 36.82 | 36.24 | 6375 |
| 502 | 100yr24h | 52.00 | 43.68 | 0.0006 | 17.54 | 17.53 | 4632 |
| 503 | 100yr24h | 54.00 | 50.18 | -0.0005 | 20.52 | 16.95 | 53761 |
| 600 | 100yr24h | 58.00 | 50.09 | 0.0003 | 108.78 | 103.07 | 156756 |
| 601 | 100yr24h | 56.00 | 50.08 | -0.0005 | 153.22 | 143.35 | 204703 |
| 602 | 100yr24h | 51.30 | 51.78 | 0.0010 | 25.91 | 25.91 | 6232 |
| 603 | 100yr24h | 58.00 | 52.06 | 0.0003 | 90.43 | 89.76 | 378623 |
| 604 | 100yr24h | 59.00 | 53.96 | 0.0002 | 19.29 | 13.08 | 408448 |
| 605 | 100yr24h | 59.00 | 53.68 | 0.0003 | 20.21 | 20.19 | 51055 |
| 606 | 100yr24h | 53.56 | 54.73 | 0.0005 | 86.25 | 67.28 | 359798 |
| 607 | 100yr24h | 60.00 | 52.72 | 0.0005 | 51.99 | 49.25 | 375011 |
| 608 | 100yr24h | 60.00 | 55.39 | 0.0010 | 36.91 | 36.68 | 51409 |
| 609 | 100yr24h | 55.00 | 50.10 | 0.0002 | 71.22 | 57.55 | 371712 |
| 801 | 100yr24h | 59.00 | 54.23 | 0.0006 | 26.32 | 18.70 | 241507 |
| 803 | 100yr24h | 58.00 | 54.23 | 0.0003 | 22.67 | 16.23 | 55637 |
| 805 | 100yr24h | 58.00 | 51.24 | 0.0003 | 78.46 | 74.27 | 462659 |
| 806 | 100yr24h | 60.00 | 53.39 | 0.0003 | 146.18 | 133.27 | 1678462 |
| 807 | 100yr24h | 59.00 | 53.40 | 0.0003 | 374.41 | 79.07 | 3768422 |
| 808 | 100yr24h | 59.00 | 54.24 | 0.0004 | 118.96 | 68.77 | 587090 |
| 809 | 100yr24h | 58.00 | 53.39 | 0.0002 | 115.83 | 16.37 | 847027 |
| 810 | 100yr24h | 58.00 | 54.51 | 0.0004 | 9.55 | 9.10 | 71928 |
| 811 | 100yr24h | 58.00 | 54.25 | 0.0005 | 102.64 | 82.85 | 434632 |
| 812 | 100yr24h | 58.00 | 54.05 | 0.0003 | 43.96 | 31.25 | 347803 |
| 813 | 100yr24h | 59.00 | 54.24 | 0.0003 | 29.24 | 4.99 | 198506 |
| 814 | 100yr24h | 58.00 | 53.39 | 0.0003 | 17.80 | 17.75 | 34971 |
| 815 | 100yr24h | 58.00 | 54.05 | -0.0009 | 8.31 | 7.75 | 12371 |
| 816 | 100yr24h | 54.50 | 54.64 | 0.0003 | 8.77 | 7.66 | 59131 |
| 817 | 100yr24h | 57.00 | 54.46 | 0.0010 | 26.69 | 23.43 | 305728 |
| 818 | 100yr24h | 58.00 | 53.48 | 0.0004 | 118.14 | 117.35 | 240858 |
| 819 | 100yr24h | 58.00 | 55.23 | 0.0010 | 18.88 | 15.52 | 205444 |
| Citrus Outfall | 100yr24h | 50.00 | 51.81 | 0.0005 | 414.29 | 410.75 | 122580 |
| Citrus Pond 1 | 100yr24h | 51.90 | 52.17 | 0.0004 | 112.11 | 36.67 | 264880 |
| Citrus Pond 2 | 100yr24h | 51.90 | 52.01 | 0.0004 | 55.38 | 39.33 | 159434 |
| Citrus Swale DS | 100yr24h | 51.30 | 52.42 | 0.0010 | 114.61 | 94.53 | 31565 |
| Citrus Swale US | 100yr24h | 52.30 | 52.69 | 0.0010 | 125.50 | 95.26 | 30987 |
| Peace River Trib1 | 100yr24h | 50.00 | 48.50 | 0.0000 | 161.77 | 0.05 | 0 |
| Peace River Trib2 | 100yr24h | 39.00 | 39.00 | 0.0000 | 36.24 | 0.00 | 0 |
| Peace River US | 100yr24h | 18.70 | 18.70 | 0.0000 | 7.82 | 0.00 | 0 |
| Peace River1 | 100yr24h | 18.70 | 18.70 | 0.0000 | 876.91 | 0.00 | 0 |
5/16/2023 17:32
===== PAGE 42 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft²] |
| TW-North | 100yr24h | 54.00 | 54.00 | 0.0000 | 1.32 | 0.00 | 0 |
| TW-West | 100yr24h | 49.00 | 49.00 | 0.0000 | 111.47 | 0.00 | 0 |
| TW-south | 100yr24h | 54.00 | 54.00 | 0.0000 | 13.84 | 4.10 | 0 |
| 100 | 500 yr | 61.00 | 55.16 | -0.0010 | 163.39 | 160.77 | 175777 |
| 101 | 500 yr | 58.00 | 54.35 | -0.0010 | 54.59 | 51.79 | 53194 |
| 102 | 500 yr | 52.10 | 51.73 | 0.0010 | 1072.70 | 1053.02 | 359949 |
| 102A | 500 yr | 50.00 | 51.56 | -0.0010 | 388.56 | 388.54 | 19840 |
| 102B | 500 yr | 49.40 | 51.73 | 0.0009 | 7.85 | 4.16 | 21508 |
| 102C | 500 yr | 50.37 | 51.75 | 0.0009 | 182.54 | 174.45 | 31743 |
| 102D | 500 yr | 50.37 | 51.79 | 0.0009 | 539.14 | 531.94 | 63294 |
| 103 | 500 yr | 58.00 | 54.88 | -0.0010 | 450.75 | 371.61 | 1536861 |
| 104 | 500 yr | 57.00 | 51.96 | 0.0005 | 1068.01 | 1040.49 | 1981533 |
| 105 | 500 yr | 60.50 | 53.14 | 0.0004 | 946.64 | 666.83 | 2317641 |
| 106 | 500 yr | 60.00 | 54.40 | 0.0002 | 142.94 | 123.19 | 925265 |
| 107 | 500 yr | 57.00 | 54.44 | 0.0008 | 24.31 | 22.11 | 160324 |
| 110 | 500 yr | 61.00 | 53.07 | 0.0006 | 772.49 | 770.28 | 442337 |
| 111 | 500 yr | 59.00 | 53.03 | 0.0008 | 164.71 | 164.38 | 89042 |
| 112 | 500 yr | 47.40 | 44.50 | 0.0009 | 899.62 | 899.62 | 11836 |
| 113 | 500 yr | 49.30 | 50.14 | -0.0010 | 712.99 | 712.94 | 21483 |
| 114 | 500 yr | 52.10 | 52.42 | 0.0002 | 12.64 | 12.05 | 43865 |
| 180 | 500 yr | 60.00 | 54.21 | -0.0008 | 95.96 | 94.35 | 204890 |
| 181 | 500 yr | 61.00 | 55.59 | 0.0006 | 105.58 | 88.11 | 1274279 |
| 198 | 500 yr | 61.00 | 53.67 | 0.0009 | 102.59 | 97.42 | 408326 |
| 199 | 500 yr | 60.00 | 53.66 | -0.0010 | 79.94 | 76.96 | 56898 |
| 200 | 500 yr | 59.00 | 51.26 | 0.0006 | 595.64 | 474.06 | 990214 |
| 201 | 500 yr | 55.50 | 40.16 | -0.0009 | 742.90 | 724.59 | 90647 |
| 202 | 500 yr | 38.90 | 39.98 | 0.0010 | 826.20 | 710.04 | 261204 |
| 203 | 500 yr | 37.40 | 38.88 | 0.0010 | 408.33 | 408.31 | 11574 |
| 204 | 500 yr | 43.80 | 44.66 | 0.0010 | 109.91 | 109.91 | 6300 |
| 205 | 500 yr | 46.20 | 47.75 | -0.0010 | 173.91 | 173.91 | 8763 |
| 206 | 500 yr | 49.10 | 50.64 | 0.0010 | 359.50 | 359.49 | 11092 |
| 207 | 500 yr | 49.68 | 51.20 | -0.0010 | 389.54 | 389.53 | 17689 |
| 208 | 500 yr | 38.40 | 32.02 | -0.0010 | 345.66 | 345.66 | 9136 |
| 209 | 500 yr | 43.60 | 43.94 | 0.0010 | 75.93 | 75.92 | 5058 |
| 300 | 500 yr | 26.00 | 23.05 | 0.0009 | 195.95 | 157.70 | 483226 |
| 302 | 500 yr | 22.20 | 23.05 | -0.0010 | 342.92 | 280.17 | 55365 |
| 303 | 500 yr | 24.99 | 25.57 | 0.0005 | 29.31 | 29.31 | 3032 |
| 304 | 500 yr | 32.80 | 33.97 | -0.0010 | 253.52 | 253.50 | 10182 |
| 305 | 500 yr | 22.20 | 19.99 | 0.0002 | 551.03 | 550.11 | 63709 |
| 306 | 500 yr | 19.10 | 19.71 | 0.0004 | 352.54 | 352.13 | 193107 |
| 308 | 500 yr | 33.43 | 35.08 | -0.0010 | 273.60 | 273.56 | 11252 |
| 400 | 500 yr | 32.65 | 34.11 | 0.0008 | 163.58 | 163.58 | 5748 |
| 401 | 500 yr | 50.50 | 23.05 | 0.0009 | 212.56 | 166.77 | 353134 |
| 402 | 500 yr | 22.50 | 23.05 | -0.0010 | 81.04 | 55.90 | 45579 |
| 403 | 500 yr | 48.00 | 41.90 | -0.0015 | 37.21 | 37.20 | 5213 |
| 404 | 500 yr | 56.00 | 41.34 | 0.0004 | 73.18 | 73.17 | 8506 |
| 406 | 500 yr | 24.44 | 25.71 | 0.0015 | 57.23 | 57.23 | 2933 |
5/16/2023 17:32
===== PAGE 43 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 407 | 500 yr | 29.30 | 21.51 | 0.0010 | 50.50 | 50.50 | 203 |
| 408 | 500 yr | 27.00 | 20.70 | 0.0010 | 72.44 | 37.50 | 409380 |
| 409 | 500 yr | 22.40 | 22.05 | -0.0005 | 12.74 | 5.89 | 23616 |
| 500 | 500 yr | 54.00 | 49.69 | 0.0004 | 48.32 | 45.97 | 291308 |
| 501 | 500 yr | 53.00 | 44.53 | -0.0010 | 85.29 | 81.54 | 13782 |
| 502 | 500 yr | 52.00 | 44.53 | -0.0009 | 31.56 | 31.11 | 28291 |
| 503 | 500 yr | 54.00 | 50.74 | -0.0008 | 31.93 | 28.70 | 169406 |
| 600 | 500 yr | 58.00 | 50.75 | -0.0004 | 187.27 | 169.36 | 250465 |
| 601 | 500 yr | 56.00 | 50.74 | -0.0009 | 215.71 | 201.23 | 418967 |
| 602 | 500 yr | 51.30 | 51.84 | 0.0010 | 38.12 | 38.11 | 6816 |
| 603 | 500 yr | 58.00 | 52.14 | 0.0003 | 148.81 | 148.01 | 396824 |
| 604 | 500 yr | 59.00 | 54.04 | 0.0002 | 30.53 | 23.12 | 442268 |
| 605 | 500 yr | 59.00 | 53.74 | 0.0004 | 44.00 | 43.97 | 59787 |
| 606 | 500 yr | 53.56 | 54.86 | 0.0005 | 133.71 | 120.79 | 423498 |
| 607 | 500 yr | 60.00 | 52.79 | 0.0005 | 81.63 | 80.28 | 413077 |
| 608 | 500 yr | 60.00 | 55.48 | 0.0010 | 57.22 | 56.93 | 57026 |
| 609 | 500 yr | 55.00 | 50.74 | 0.0003 | 128.05 | 74.19 | 624050 |
| 801 | 500 yr | 59.00 | 54.38 | 0.0006 | 41.81 | 33.96 | 350783 |
| 803 | 500 yr | 58.00 | 54.38 | 0.0004 | 27.27 | 24.36 | 62092 |
| 805 | 500 yr | 58.00 | 52.23 | 0.0007 | 215.98 | 194.81 | 734329 |
| 806 | 500 yr | 60.00 | 53.65 | 0.0009 | 333.68 | 325.83 | 2069348 |
| 807 | 500 yr | 59.00 | 53.66 | 0.0009 | 658.97 | 254.90 | 4055558 |
| 808 | 500 yr | 59.00 | 54.39 | 0.0003 | 213.93 | 203.39 | 624408 |
| 809 | 500 yr | 58.00 | 53.63 | 0.0002 | 171.83 | 62.00 | 931422 |
| 810 | 500 yr | 58.00 | 54.54 | 0.0003 | 14.78 | 14.47 | 75970 |
| 811 | 500 yr | 58.00 | 54.40 | 0.0004 | 204.03 | 175.87 | 470476 |
| 812 | 500 yr | 58.00 | 54.16 | 0.0003 | 78.60 | 74.58 | 392103 |
| 813 | 500 yr | 59.00 | 54.38 | 0.0003 | 64.42 | 29.57 | 216707 |
| 814 | 500 yr | 58.00 | 53.63 | 0.0004 | 26.74 | 25.62 | 51767 |
| 815 | 500 yr | 58.00 | 54.19 | -0.0009 | 12.78 | 10.64 | 17479 |
| 816 | 500 yr | 54.50 | 54.66 | 0.0004 | 13.52 | 13.17 | 61147 |
| 817 | 500 yr | 57.00 | 54.51 | 0.0010 | 41.54 | 39.93 | 327337 |
| 818 | 500 yr | 58.00 | 53.73 | 0.0004 | 293.60 | 291.41 | 337511 |
| 819 | 500 yr | 58.00 | 55.28 | 0.0010 | 29.32 | 27.96 | 226555 |
| Citrus Outfall | 500 yr | 50.00 | 52.09 | 0.0006 | 822.42 | 820.52 | 131511 |
| Citrus Pond 1 | 500 yr | 51.90 | 53.38 | 0.0008 | 154.76 | 70.32 | 267902 |
| Citrus Pond 2 | 500 yr | 51.90 | 52.80 | 0.0006 | 72.18 | 72.94 | 159434 |
| Citrus Swale DS | 500 yr | 51.30 | 55.23 | 0.0010 | 167.02 | 130.31 | 34613 |
| Citrus Swale US | 500 yr | 52.30 | 55.32 | 0.0010 | 185.16 | 136.34 | 33957 |
| Peace River Trib1 | 500 yr | 50.00 | 48.50 | 0.0000 | 238.97 | 0.05 | 0 |
| Peace River Trib2 | 500 yr | 39.00 | 39.00 | 0.0000 | 45.47 | 0.00 | 0 |
| Peace River US | 500 yr | 18.70 | 18.70 | 0.0000 | 37.50 | 0.00 | 0 |
5/16/2023 17:32
===== PAGE 44 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| Peace River1 | 500 yr | 18.70 | 18.70 | 0.0000 | 1829.13 | 0.00 | 0 |
| TW-North | 500 yr | 54.00 | 54.00 | 0.0000 | 14.36 | 0.00 | 0 |
| TW-West | 500 yr | 49.00 | 49.00 | 0.0000 | 369.66 | 0.00 | 0 |
| TW-south | 500 yr | 54.00 | 54.00 | 0.0000 | 37.01 | 4.10 | 0 |
| 100 | Hurricane Ian | 61.00 | 55.14 | 0.0008 | 150.64 | 150.11 | 171508 |
| 101 | Hurricane Ian | 58.00 | 54.28 | -0.0010 | 44.40 | 43.81 | 49986 |
| 102 | Hurricane Ian | 52.10 | 52.21 | 0.0010 | 1351.60 | 1346.86 | 403393 |
| 102A | Hurricane Ian | 50.00 | 51.99 | -0.0010 | 649.26 | 649.25 | 22062 |
| 102B | Hurricane Ian | 49.40 | 52.21 | 0.0010 | 13.14 | 6.06 | 24508 |
| 102C | Hurricane Ian | 50.37 | 52.22 | 0.0010 | 199.65 | 188.90 | 32541 |
| 102D | Hurricane Ian | 50.37 | 52.24 | -0.0009 | 637.64 | 608.72 | 64674 |
| 103 | Hurricane Ian | 58.00 | 54.87 | 0.0010 | 357.73 | 354.53 | 1522812 |
| 104 | Hurricane Ian | 57.00 | 52.29 | 0.0005 | 1408.07 | 1290.24 | 2103474 |
| 105 | Hurricane Ian | 60.50 | 53.32 | 0.0004 | 991.59 | 898.10 | 2496161 |
| 106 | Hurricane Ian | 60.00 | 54.44 | 0.0002 | 161.37 | 157.92 | 963167 |
| 107 | Hurricane Ian | 57.00 | 54.45 | 0.0008 | 19.51 | 19.37 | 163545 |
| 110 | Hurricane Ian | 61.00 | 53.23 | 0.0007 | 1024.13 | 1022.22 | 554228 |
| 111 | Hurricane Ian | 59.00 | 53.01 | 0.0007 | 153.14 | 153.07 | 86909 |
| 112 | Hurricane Ian | 47.40 | 44.70 | -0.0010 | 1137.55 | 1137.54 | 12137 |
| 113 | Hurricane Ian | 49.30 | 50.51 | 0.0011 | 839.85 | 839.83 | 24132 |
| 114 | Hurricane Ian | 52.10 | 52.44 | 0.0002 | 14.23 | 14.09 | 44615 |
| 180 | Hurricane Ian | 60.00 | 54.35 | -0.0009 | 139.73 | 137.67 | 236975 |
| 181 | Hurricane Ian | 61.00 | 55.62 | 0.0004 | 131.02 | 125.10 | 1352341 |
| 198 | Hurricane Ian | 61.00 | 53.84 | 0.0009 | 164.04 | 160.09 | 465721 |
| 199 | Hurricane Ian | 60.00 | 53.84 | 0.0018 | 87.07 | 86.11 | 61361 |
| 200 | Hurricane Ian | 59.00 | 51.28 | 0.0009 | 517.00 | 508.28 | 999882 |
| 201 | Hurricane Ian | 55.50 | 40.46 | -0.0009 | 791.44 | 781.11 | 121239 |
| 202 | Hurricane Ian | 38.90 | 40.27 | 0.0010 | 943.55 | 940.76 | 268555 |
| 203 | Hurricane Ian | 37.40 | 39.08 | 0.0010 | 574.73 | 574.72 | 12560 |
| 204 | Hurricane Ian | 43.80 | 44.76 | -0.0010 | 135.06 | 135.06 | 6753 |
| 205 | Hurricane Ian | 46.20 | 47.90 | -0.0010 | 240.67 | 240.67 | 9605 |
| 206 | Hurricane Ian | 49.10 | 50.89 | 0.0010 | 551.00 | 551.00 | 12195 |
| 207 | Hurricane Ian | 49.68 | 51.54 | -0.0010 | 650.73 | 650.73 | 19675 |
| 208 | Hurricane Ian | 38.40 | 32.21 | -0.0010 | 483.96 | 483.96 | 9995 |
| 209 | Hurricane Ian | 43.60 | 44.28 | 0.0010 | 127.07 | 127.07 | 6481 |
| 300 | Hurricane Ian | 26.00 | 28.45 | 0.0010 | 237.52 | 230.07 | 650973 |
| 302 | Hurricane Ian | 22.20 | 28.45 | -0.0010 | 530.14 | 530.12 | 77477 |
| 303 | Hurricane Ian | 24.99 | 28.45 | -0.0009 | 26.04 | 26.04 | 20689 |
| 304 | Hurricane Ian | 32.80 | 34.19 | -0.0010 | 383.60 | 383.60 | 11270 |
| 305 | Hurricane Ian | 22.20 | 28.45 | 0.0010 | 1028.00 | 1027.97 | 135817 |
| 306 | Hurricane Ian | 19.10 | 28.45 | 0.0010 | 571.59 | 563.23 | 309165 |
| 308 | Hurricane Ian | 33.43 | 35.31 | 0.0011 | 400.08 | 400.07 | 12609 |
| 400 | Hurricane Ian | 32.65 | 34.22 | 0.0010 | 199.64 | 199.64 | 6619 |
| 401 | Hurricane Ian | 50.50 | 28.45 | 0.0010 | 284.19 | 282.51 | 467381 |
| 402 | Hurricane Ian | 22.50 | 28.45 | 0.0010 | 96.79 | 95.71 | 114582 |
| 403 | Hurricane Ian | 48.00 | 42.11 | -0.0030 | 65.20 | 65.15 | 7017 |
| 404 | Hurricane Ian | 56.00 | 41.41 | 0.0005 | 92.25 | 92.25 | 8566 |
5/16/2023 17:32
===== PAGE 45 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 406 | Hurricane Ian | 24.44 | 28.45 | 0.0030 | 91.10 | 91.10 | 20268 |
| 407 | Hurricane Ian | 29.30 | 28.45 | 0.0010 | 53.33 | 53.33 | 30977 |
| 408 | Hurricane Ian | 27.00 | 28.45 | 0.0010 | 100.56 | 64.29 | 666650 |
| 409 | Hurricane Ian | 22.40 | 28.45 | 0.0008 | 8.18 | 5.99 | 61977 |
| 500 | Hurricane Ian | 54.00 | 49.71 | 0.0003 | 60.39 | 60.13 | 301293 |
| 501 | Hurricane Ian | 53.00 | 44.75 | -0.0010 | 127.15 | 109.65 | 16302 |
| 502 | Hurricane Ian | 52.00 | 44.75 | -0.0009 | 31.88 | 47.95 | 37427 |
| 503 | Hurricane Ian | 54.00 | 51.21 | -0.0008 | 34.43 | 22.85 | 242936 |
| 600 | Hurricane Ian | 58.00 | 51.22 | -0.0006 | 244.83 | 219.48 | 349540 |
| 601 | Hurricane Ian | 56.00 | 51.21 | -0.0009 | 273.09 | 247.40 | 541763 |
| 602 | Hurricane Ian | 51.30 | 51.88 | -0.0018 | 47.60 | 47.60 | 7193 |
| 603 | Hurricane Ian | 58.00 | 52.19 | 0.0003 | 193.17 | 192.67 | 408459 |
| 604 | Hurricane Ian | 59.00 | 54.09 | 0.0002 | 34.65 | 31.40 | 446323 |
| 605 | Hurricane Ian | 59.00 | 53.77 | 0.0006 | 65.13 | 65.12 | 64431 |
| 606 | Hurricane Ian | 53.56 | 54.89 | 0.0005 | 136.66 | 135.59 | 437932 |
| 607 | Hurricane Ian | 60.00 | 52.83 | 0.0006 | 103.28 | 102.83 | 432408 |
| 608 | Hurricane Ian | 60.00 | 55.49 | 0.0010 | 57.85 | 57.81 | 57247 |
| 609 | Hurricane Ian | 55.00 | 51.21 | 0.0004 | 138.69 | 86.96 | 854924 |
| 801 | Hurricane Ian | 59.00 | 54.44 | 0.0005 | 45.47 | 47.02 | 390465 |
| 803 | Hurricane Ian | 58.00 | 54.43 | 0.0003 | 33.66 | 33.53 | 64446 |
| 805 | Hurricane Ian | 58.00 | 52.87 | 0.0009 | 376.27 | 321.14 | 969388 |
| 806 | Hurricane Ian | 60.00 | 53.82 | 0.0008 | 631.78 | 613.60 | 2417784 |
| 807 | Hurricane Ian | 59.00 | 53.85 | 0.0008 | 837.76 | 491.64 | 4276042 |
| 808 | Hurricane Ian | 59.00 | 54.45 | 0.0004 | 286.94 | 285.25 | 639848 |
| 809 | Hurricane Ian | 58.00 | 53.78 | 0.0002 | 155.31 | 122.43 | 991708 |
| 810 | Hurricane Ian | 58.00 | 54.54 | 0.0004 | 13.54 | 13.50 | 75338 |
| 811 | Hurricane Ian | 58.00 | 54.47 | 0.0004 | 243.21 | 239.66 | 485649 |
| 812 | Hurricane Ian | 58.00 | 54.22 | 0.0003 | 111.55 | 110.36 | 416639 |
| 813 | Hurricane Ian | 59.00 | 54.44 | 0.0005 | 67.50 | 49.52 | 224142 |
| 814 | Hurricane Ian | 58.00 | 53.78 | 0.0006 | 19.62 | 17.30 | 68104 |
| 815 | Hurricane Ian | 58.00 | 54.37 | -0.0016 | 8.69 | 7.37 | 24462 |
| 816 | Hurricane Ian | 54.50 | 54.64 | 0.0004 | 8.96 | 8.94 | 59680 |
| 817 | Hurricane Ian | 57.00 | 54.52 | 0.0010 | 45.28 | 45.07 | 332468 |
| 818 | Hurricane Ian | 58.00 | 53.88 | 0.0005 | 386.94 | 386.19 | 401928 |
| 819 | Hurricane Ian | 58.00 | 55.30 | 0.0008 | 32.77 | 32.60 | 232426 |
| Citrus Outfall | Hurricane Ian | 50.00 | 52.39 | 0.0004 | 1093.52 | 1085.83 | 142710 |
| Citrus Pond 1 | Hurricane Ian | 51.90 | 54.41 | 0.0010 | 161.84 | 89.32 | 267902 |
| Citrus Pond 2 | Hurricane Ian | 51.90 | 53.47 | 0.0007 | 90.61 | 93.63 | 159434 |
| Citrus Swale DS | Hurricane Ian | 51.30 | 57.13 | -0.0010 | 165.01 | 141.98 | 36652 |
| Citrus Swale US | Hurricane Ian | 52.30 | 57.18 | -0.0010 | 129.09 | 99.23 | 35973 |
| Peace River Trib1 | Hurricane Ian | 50.00 | 48.50 | 0.0000 | 299.37 | 0.05 | 0 |
| Peace River Trib2 | Hurricane Ian | 39.00 | 39.00 | 0.0000 | 47.27 | 0.00 | 0 |
| Peace River | Hurricane Ian | 18.70 | 28.45 | 0.0010 | 64.29 | 98.19 | 0 |
5/16/2023 17:32
===== PAGE 46 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| US | | | | | | | |
| Peace River1 | Hurricane Ian | 18.70 | 28.45 | 0.0010 | 2670.48 | 199.88 | 0 |
| TW-North | Hurricane Ian | 54.00 | 54.00 | 0.0000 | 26.53 | 0.00 | 0 |
| TW-West | Hurricane Ian | 49.00 | 49.00 | 0.0000 | 680.61 | 0.00 | 0 |
| TW-south | Hurricane Ian | 54.00 | 54.00 | 0.0000 | 55.91 | 4.10 | 0 |
| 100 | Hurricane Irma | 61.00 | 54.85 | -0.0010 | 41.96 | 41.47 | 113911 |
| 101 | Hurricane Irma | 58.00 | 54.00 | -0.0010 | 15.88 | 21.49 | 37815 |
| 102 | Hurricane Irma | 52.10 | 48.63 | 0.0010 | 455.33 | 454.39 | 42452 |
| 102A | Hurricane Irma | 50.00 | 49.09 | 0.0007 | 3.00 | 2.71 | 4081 |
| 102B | Hurricane Irma | 49.40 | 49.63 | 0.0001 | 1.51 | 1.50 | 100 |
| 102C | Hurricane Irma | 50.37 | 50.86 | 0.0004 | 66.89 | 66.89 | 20016 |
| 102D | Hurricane Irma | 50.37 | 50.93 | 0.0010 | 218.19 | 218.18 | 44587 |
| 103 | Hurricane Irma | 58.00 | 54.65 | 0.0010 | 105.31 | 70.98 | 1078769 |
| 104 | Hurricane Irma | 57.00 | 51.67 | 0.0006 | 441.61 | 436.87 | 1894057 |
| 105 | Hurricane Irma | 60.50 | 52.53 | 0.0005 | 251.65 | 237.48 | 1766380 |
| 106 | Hurricane Irma | 60.00 | 54.26 | 0.0002 | 50.24 | 47.62 | 793956 |
| 107 | Hurricane Irma | 57.00 | 54.34 | 0.0007 | 5.77 | 5.30 | 131336 |
| 110 | Hurricane Irma | 61.00 | 52.47 | 0.0007 | 273.81 | 273.40 | 214795 |
| 111 | Hurricane Irma | 59.00 | 52.77 | 0.0008 | 39.07 | 39.01 | 60062 |
| 112 | Hurricane Irma | 47.40 | 44.22 | 0.0008 | 460.21 | 460.20 | 11683 |
| 113 | Hurricane Irma | 49.30 | 46.81 | 0.0010 | 458.52 | 458.45 | 11796 |
| 114 | Hurricane Irma | 52.10 | 52.27 | 0.0002 | 3.75 | 3.10 | 38784 |
| 180 | Hurricane Irma | 60.00 | 53.90 | -0.0010 | 44.38 | 42.51 | 142005 |
| 181 | Hurricane Irma | 61.00 | 55.53 | 0.0003 | 43.26 | 38.15 | 1114613 |
| 198 | Hurricane Irma | 61.00 | 52.67 | 0.0008 | 37.48 | 35.60 | 121823 |
| 199 | Hurricane Irma | 60.00 | 52.66 | -0.0012 | 59.47 | 59.07 | 27117 |
5/16/2023 17:32
===== PAGE 47 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 200 | Hurricane Irma | 59.00 | 50.73 | 0.0009 | 130.28 | 83.71 | 733332 |
| 201 | Hurricane Irma | 55.50 | 37.57 | -0.0008 | 162.52 | 162.51 | 8958 |
| 202 | Hurricane Irma | 38.90 | 35.21 | -0.0010 | 180.51 | 170.19 | 151635 |
| 203 | Hurricane Irma | 37.40 | 36.29 | 0.0008 | 1.99 | 1.98 | 885 |
| 204 | Hurricane Irma | 43.80 | 41.78 | 0.0010 | 8.53 | 8.48 | 452 |
| 205 | Hurricane Irma | 46.20 | 46.61 | -0.0010 | 7.50 | 7.40 | 3285 |
| 206 | Hurricane Irma | 49.10 | 48.39 | 0.0009 | 5.83 | 5.69 | 2301 |
| 207 | Hurricane Irma | 49.68 | 48.66 | 0.0007 | 4.60 | 4.26 | 3850 |
| 208 | Hurricane Irma | 38.40 | 31.71 | -0.0010 | 171.04 | 171.04 | 7907 |
| 209 | Hurricane Irma | 43.60 | 40.21 | -0.0010 | 1.37 | 1.37 | 100 |
| 300 | Hurricane Irma | 26.00 | 23.94 | -0.0010 | 42.19 | 72.47 | 517029 |
| 302 | Hurricane Irma | 22.20 | 23.94 | -0.0010 | 130.77 | 115.16 | 62734 |
| 303 | Hurricane Irma | 24.99 | 25.32 | 0.0005 | 6.27 | 6.27 | 2195 |
| 304 | Hurricane Irma | 32.80 | 32.53 | -0.0010 | 12.59 | 12.16 | 4008 |
| 305 | Hurricane Irma | 22.20 | 23.94 | 0.0004 | 121.74 | 126.57 | 119072 |
| 306 | Hurricane Irma | 19.10 | 23.94 | 0.0005 | 72.77 | 72.71 | 273588 |
| 308 | Hurricane Irma | 33.43 | 30.62 | 0.0007 | 1.40 | 1.40 | 172 |
| 400 | Hurricane Irma | 32.65 | 33.60 | 0.0005 | 53.28 | 53.28 | 3477 |
| 401 | Hurricane Irma | 50.50 | 23.94 | 0.0010 | 66.48 | 75.33 | 376800 |
| 402 | Hurricane Irma | 22.50 | 23.94 | 0.0010 | 52.20 | 32.12 | 55897 |
| 403 | Hurricane Irma | 48.00 | 40.69 | -0.0030 | 1.90 | 3.04 | 100 |
| 404 | Hurricane Irma | 56.00 | 41.10 | 0.0001 | 26.88 | 26.88 | 8320 |
| 406 | Hurricane Irma | 24.44 | 24.89 | 0.0030 | 6.97 | 6.96 | 984 |
| 407 | Hurricane | 29.30 | 23.94 | 0.0010 | 31.91 | 31.90 | 1196 |
5/16/2023 17:32
===== PAGE 48 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| Irma | | | | | | |
| 408 | Hurricane Irma | 27.00 | 23.94 | 0.0008 | 26.84 | 6.85 | 541786 |
| 409 | Hurricane Irma | 22.40 | 23.94 | 0.0005 | 3.10 | 2.43 | 33468 |
| 500 | Hurricane Irma | 54.00 | 49.61 | 0.0004 | 14.04 | 13.87 | 261230 |
| 501 | Hurricane Irma | 53.00 | 42.77 | -0.0009 | 27.56 | 27.54 | 3023 |
| 502 | Hurricane Irma | 52.00 | 43.63 | 0.0004 | 7.06 | 7.06 | 3356 |
| 503 | Hurricane Irma | 54.00 | 49.65 | -0.0005 | 6.77 | 6.58 | 10514 |
| 600 | Hurricane Irma | 58.00 | 49.67 | 0.0003 | 69.18 | 71.21 | 133836 |
| 601 | Hurricane Irma | 56.00 | 49.65 | 0.0006 | 111.37 | 109.95 | 107049 |
| 602 | Hurricane Irma | 51.30 | 51.74 | -0.0018 | 19.70 | 19.70 | 5928 |
| 603 | Hurricane Irma | 58.00 | 52.00 | 0.0005 | 59.64 | 59.38 | 365698 |
| 604 | Hurricane Irma | 59.00 | 53.93 | 0.0003 | 10.00 | 9.59 | 383592 |
| 605 | Hurricane Irma | 59.00 | 53.66 | 0.0004 | 15.61 | 15.60 | 48041 |
| 606 | Hurricane Irma | 53.56 | 54.61 | 0.0005 | 39.18 | 33.84 | 299999 |
| 607 | Hurricane Irma | 60.00 | 52.66 | 0.0006 | 31.10 | 31.01 | 339451 |
| 608 | Hurricane Irma | 60.00 | 55.26 | 0.0007 | 16.60 | 16.54 | 43808 |
| 609 | Hurricane Irma | 55.00 | 49.94 | 0.0003 | 32.31 | 30.00 | 328827 |
| 801 | Hurricane Irma | 59.00 | 54.21 | 0.0004 | 12.73 | 10.87 | 222692 |
| 803 | Hurricane Irma | 58.00 | 54.20 | 0.0003 | 12.82 | 12.69 | 54526 |
| 805 | Hurricane Irma | 58.00 | 50.79 | 0.0002 | 42.85 | 39.96 | 346591 |
| 806 | Hurricane Irma | 60.00 | 53.27 | 0.0004 | 78.63 | 57.98 | 1569612 |
| 807 | Hurricane Irma | 59.00 | 53.28 | 0.0004 | 209.70 | 44.65 | 3659506 |
| 808 | Hurricane Irma | 59.00 | 54.22 | 0.0005 | 57.37 | 53.12 | 580235 |
| 809 | Hurricane Irma | 58.00 | 53.35 | 0.0003 | 44.98 | 13.40 | 834613 |
5/16/2023 17:32
===== PAGE 49 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 810 | Hurricane Irma | 58.00 | 54.46 | 0.0004 | 3.86 | 3.78 | 65676 |
| 811 | Hurricane Irma | 58.00 | 54.22 | 0.0004 | 50.04 | 43.52 | 428170 |
| 812 | Hurricane Irma | 58.00 | 54.03 | 0.0003 | 26.01 | 25.62 | 340100 |
| 813 | Hurricane Irma | 59.00 | 54.22 | 0.0005 | 13.84 | 3.46 | 195397 |
| 814 | Hurricane Irma | 58.00 | 53.35 | 0.0005 | 6.16 | 5.68 | 33867 |
| 815 | Hurricane Irma | 58.00 | 54.04 | -0.0016 | 2.47 | 1.96 | 11724 |
| 816 | Hurricane Irma | 54.50 | 54.59 | 0.0004 | 2.57 | 2.48 | 55613 |
| 817 | Hurricane Irma | 57.00 | 54.42 | 0.0010 | 12.97 | 12.61 | 284272 |
| 818 | Hurricane Irma | 58.00 | 53.42 | 0.0004 | 89.62 | 89.10 | 232672 |
| 819 | Hurricane Irma | 58.00 | 55.19 | 0.0010 | 9.42 | 9.09 | 187840 |
| Citrus Outfall | Hurricane Irma | 50.00 | 51.73 | 0.0005 | 315.86 | 315.76 | 120462 |
| Citrus Pond 1 | Hurricane Irma | 51.90 | 52.14 | 0.0006 | 54.55 | 37.46 | 264750 |
| Citrus Pond 2 | Hurricane Irma | 51.90 | 51.98 | 0.0005 | 38.89 | 37.67 | 159434 |
| Citrus Swale DS | Hurricane Irma | 51.30 | 52.44 | 0.0008 | 52.45 | 47.95 | 31588 |
| Citrus Swale US | Hurricane Irma | 52.30 | 52.48 | 0.0009 | 43.81 | 36.42 | 30901 |
| Peace River Trib1 | Hurricane Irma | 50.00 | 48.50 | 0.0000 | 124.78 | 0.09 | 0 |
| Peace River Trib2 | Hurricane Irma | 39.00 | 39.00 | 0.0000 | 27.54 | 0.00 | 0 |
| Peace River US | Hurricane Irma | 18.70 | 23.94 | 0.0008 | 6.85 | 26.84 | 0 |
| Peace River1 | Hurricane Irma | 18.70 | 23.94 | 0.0008 | 707.87 | 32.91 | 0 |
| TW-North | Hurricane Irma | 54.00 | 54.00 | 0.0000 | 0.61 | 0.00 | 0 |
| TW-West | Hurricane Irma | 49.00 | 49.00 | 0.0000 | 58.30 | 0.00 | 0 |
| TW-south | Hurricane Irma | 54.00 | 54.00 | 0.0000 | 12.77 | 4.10 | 0 |
===== PAGE 50 =====
Node Max Conditions [PD&E]
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 100 | 100YR24HR | 61.00 | 55.04 | -0.0007 | 104.24 | 102.19 | 149885 |
| 101 | 100YR24HR | 58.00 | 54.15 | -0.0010 | 35.79 | 33.33 | 44445 |
| 102 | 100YR24HR | 52.10 | 50.24 | -0.0010 | 562.89 | 552.82 | 139785 |
| 102A | 100YR24HR | 50.00 | 49.85 | 0.0010 | 7.30 | 5.18 | 9032 |
| 102B | 100YR24HR | 49.40 | 50.25 | 0.0008 | 2.17 | 2.17 | 840 |
| 102C | 100YR24HR | 50.37 | 50.94 | 0.0004 | 92.27 | 92.26 | 21975 |
| 102D | 100YR24HR | 50.37 | 51.01 | 0.0010 | 275.63 | 275.60 | 48272 |
| 103 | 100YR24HR | 58.00 | 54.78 | -0.0010 | 291.16 | 178.82 | 1338682 |
| 104 | 100YR24HR | 57.00 | 51.73 | 0.0005 | 564.86 | 542.84 | 1912544 |
| 105 | 100YR24HR | 60.50 | 52.74 | 0.0004 | 519.63 | 337.23 | 1946093 |
| 106 | 100YR24HR | 60.00 | 54.30 | 0.0002 | 91.87 | 63.70 | 832113 |
| 107 | 100YR24HR | 57.00 | 54.39 | 0.0007 | 15.74 | 11.98 | 147680 |
| 110 | 100YR24HR | 61.00 | 52.67 | 0.0005 | 394.33 | 393.43 | 283385 |
| 111 | 100YR24HR | 59.00 | 52.93 | 0.0006 | 104.30 | 103.97 | 77715 |
| 112 | 100YR24HR | 47.40 | 44.27 | 0.0009 | 552.38 | 552.37 | 11732 |
| 113 | 100YR24HR | 49.30 | 48.52 | 0.0010 | 550.93 | 550.81 | 14073 |
| 114 | 100YR24HR | 52.10 | 52.31 | 0.0002 | 6.11 | 4.90 | 40227 |
| 180 | 100YR24HR | 60.00 | 53.91 | -0.0010 | 49.57 | 43.85 | 144355 |
| 181 | 100YR24HR | 61.00 | 55.53 | 0.0002 | 66.66 | 40.41 | 1124322 |
| 198 | 100YR24HR | 61.00 | 53.01 | -0.0008 | 52.42 | 47.49 | 212786 |
| 199 | 100YR24HR | 60.00 | 53.01 | -0.0010 | 66.77 | 66.08 | 37884 |
| 200 | 100YR24HR | 59.00 | 51.03 | -0.0007 | 367.66 | 186.87 | 865223 |
| 201 | 100YR24HR | 55.50 | 38.26 | 0.0007 | 350.63 | 350.57 | 14929 |
| 202 | 100YR24HR | 38.90 | 35.54 | 0.0010 | 392.68 | 348.87 | 163037 |
| 203 | 100YR24HR | 37.40 | 37.18 | 0.0007 | 5.90 | 5.02 | 3077 |
| 204 | 100YR24HR | 43.80 | 43.72 | 0.0010 | 17.20 | 16.89 | 2834 |
| 205 | 100YR24HR | 46.20 | 46.86 | -0.0010 | 14.44 | 14.41 | 4386 |
| 206 | 100YR24HR | 49.10 | 49.35 | 0.0010 | 10.95 | 10.88 | 4585 |
| 207 | 100YR24HR | 49.68 | 49.71 | 0.0010 | 9.98 | 7.92 | 7543 |
| 208 | 100YR24HR | 38.40 | 32.03 | 0.0010 | 350.75 | 350.74 | 9542 |
| 209 | 100YR24HR | 43.60 | 40.60 | 0.0010 | 3.27 | 3.27 | 253 |
| 300 | 100YR24HR | 26.00 | 22.25 | -0.0009 | 101.05 | 55.83 | 453840 |
| 302 | 100YR24HR | 22.20 | 22.25 | -0.0010 | 113.39 | 73.39 | 39995 |
| 303 | 100YR24HR | 24.99 | 25.48 | 0.0004 | 17.68 | 17.68 | 2659 |
| 304 | 100YR24HR | 32.80 | 33.36 | 0.0010 | 39.25 | 38.97 | 7393 |
| 305 | 100YR24HR | 22.20 | 19.63 | -0.0005 | 74.62 | 74.62 | 35912 |
| 306 | 100YR24HR | 19.10 | 19.46 | -0.0003 | 78.15 | 77.90 | 159666 |
| 308 | 100YR24HR | 33.43 | 31.17 | 0.0008 | 4.26 | 4.24 | 361 |
| 400 | 100YR24HR | 32.65 | 33.85 | 0.0007 | 98.79 | 98.79 | 4412 |
| 401 | 100YR24HR | 50.50 | 22.25 | 0.0010 | 136.36 | 76.63 | 334529 |
| 402 | 100YR24HR | 22.50 | 22.25 | 0.0010 | 24.28 | 22.89 | 36330 |
| 403 | 100YR24HR | 48.00 | 41.22 | -0.0015 | 6.37 | 6.08 | 1775 |
| 404 | 100YR24HR | 56.00 | 41.20 | 0.0003 | 45.07 | 45.07 | 8403 |
| 406 | 100YR24HR | 24.44 | 25.06 | 0.0015 | 13.11 | 13.10 | 1307 |
| 407 | 100YR24HR | 29.30 | 20.36 | 0.0010 | 4.33 | 4.33 | 100 |
| 408 | 100YR24HR | 27.00 | 20.62 | 0.0007 | 46.22 | 7.82 | 401859 |
5/16/2023 17:32
===== PAGE 51 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 409 | 100YR24HR | 22.40 | 21.75 | 0.0003 | 8.57 | 4.10 | 20363 |
| 500 | 100YR24HR | 54.00 | 49.63 | 0.0004 | 25.93 | 19.50 | 267876 |
| 501 | 100YR24HR | 53.00 | 43.51 | 0.0010 | 36.82 | 36.24 | 6375 |
| 502 | 100YR24HR | 52.00 | 43.68 | 0.0006 | 17.54 | 17.53 | 4632 |
| 503 | 100YR24HR | 54.00 | 50.18 | -0.0005 | 20.52 | 16.95 | 53762 |
| 600 | 100YR24HR | 58.00 | 50.09 | -0.0004 | 108.78 | 103.07 | 156756 |
| 601 | 100YR24HR | 56.00 | 50.08 | -0.0005 | 153.21 | 143.34 | 204703 |
| 602 | 100YR24HR | 51.30 | 51.78 | -0.0010 | 25.91 | 25.91 | 6232 |
| 603 | 100YR24HR | 58.00 | 52.06 | 0.0003 | 90.43 | 89.76 | 378623 |
| 604 | 100YR24HR | 59.00 | 53.96 | 0.0002 | 19.29 | 13.08 | 408448 |
| 605 | 100YR24HR | 59.00 | 53.68 | 0.0003 | 20.21 | 20.19 | 51055 |
| 606 | 100YR24HR | 53.56 | 54.73 | 0.0005 | 86.25 | 67.28 | 359799 |
| 607 | 100YR24HR | 60.00 | 52.72 | 0.0005 | 51.99 | 49.25 | 375011 |
| 608 | 100YR24HR | 60.00 | 55.39 | 0.0010 | 36.91 | 36.68 | 51409 |
| 609 | 100YR24HR | 55.00 | 50.10 | 0.0002 | 71.22 | 57.55 | 371712 |
| 801 | 100YR24HR | 59.00 | 54.23 | 0.0005 | 26.32 | 18.70 | 241507 |
| 803 | 100YR24HR | 58.00 | 54.23 | 0.0003 | 22.67 | 16.23 | 55637 |
| 805 | 100YR24HR | 58.00 | 51.24 | 0.0003 | 78.46 | 74.27 | 462660 |
| 806 | 100YR24HR | 60.00 | 53.39 | 0.0003 | 146.18 | 133.27 | 1678463 |
| 807 | 100YR24HR | 59.00 | 53.40 | 0.0002 | 374.42 | 79.07 | 3768423 |
| 808 | 100YR24HR | 59.00 | 54.24 | 0.0005 | 118.96 | 68.77 | 587091 |
| 809 | 100YR24HR | 58.00 | 53.39 | 0.0003 | 115.83 | 16.37 | 847027 |
| 810 | 100YR24HR | 58.00 | 54.51 | 0.0004 | 9.55 | 9.10 | 71929 |
| 811 | 100YR24HR | 58.00 | 54.25 | 0.0005 | 102.64 | 82.86 | 434632 |
| 812 | 100YR24HR | 58.00 | 54.05 | 0.0003 | 43.96 | 31.25 | 347804 |
| 813 | 100YR24HR | 59.00 | 54.24 | 0.0003 | 29.24 | 4.99 | 198506 |
| 814 | 100YR24HR | 58.00 | 53.39 | 0.0003 | 17.80 | 17.75 | 34971 |
| 815 | 100YR24HR | 58.00 | 54.05 | -0.0009 | 8.31 | 7.75 | 12371 |
| 816 | 100YR24HR | 54.50 | 54.64 | 0.0003 | 8.77 | 7.66 | 59131 |
| 817 | 100YR24HR | 57.00 | 54.46 | 0.0010 | 26.69 | 23.43 | 305728 |
| 818 | 100YR24HR | 58.00 | 53.48 | 0.0004 | 118.14 | 117.35 | 240858 |
| 819 | 100YR24HR | 58.00 | 55.23 | 0.0010 | 18.88 | 15.52 | 205444 |
| Citrus Outfall | 100YR24HR | 50.00 | 51.81 | 0.0007 | 414.29 | 410.75 | 122580 |
| Citrus Pond 1 | 100YR24HR | 51.90 | 52.17 | 0.0005 | 112.11 | 36.67 | 264880 |
| Citrus Pond 2 | 100YR24HR | 51.90 | 52.01 | 0.0005 | 55.39 | 39.33 | 159434 |
| Citrus Swale DS | 100YR24HR | 51.30 | 52.42 | 0.0010 | 114.61 | 94.54 | 31565 |
| Citrus Swale US | 100YR24HR | 52.30 | 52.69 | 0.0010 | 125.50 | 95.26 | 30987 |
| Peace River Trib1 | 100YR24HR | 50.00 | 48.50 | 0.0000 | 161.76 | 0.05 | 0 |
| Peace River Trib2 | 100YR24HR | 39.00 | 39.00 | 0.0000 | 36.24 | 0.00 | 0 |
| Peace River US | 100YR24HR | 18.70 | 18.70 | 0.0000 | 7.82 | 0.00 | 0 |
| Peace River1 | 100YR24HR | 18.70 | 18.70 | 0.0000 | 859.63 | 0.00 | 0 |
| TW-North | 100YR24HR | 54.00 | 54.00 | 0.0000 | 1.32 | 0.00 | 0 |
5/16/2023 17:32
===== PAGE 52 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| TW-West | 100YR24HR | 49.00 | 49.00 | 0.0000 | 111.47 | 0.00 | 0 |
| TW-south | 100YR24HR | 54.00 | 54.00 | 0.0000 | 13.84 | 4.10 | 0 |
| 100 | 500YR24HR | 61.00 | 55.16 | -0.0010 | 163.39 | 160.77 | 175777 |
| 101 | 500YR24HR | 58.00 | 54.35 | -0.0010 | 54.59 | 51.79 | 53194 |
| 102 | 500YR24HR | 52.10 | 51.73 | 0.0010 | 1072.69 | 1053.01 | 359949 |
| 102A | 500YR24HR | 50.00 | 51.56 | 0.0010 | 388.56 | 388.54 | 19840 |
| 102B | 500YR24HR | 49.40 | 51.73 | 0.0009 | 7.85 | 4.16 | 21507 |
| 102C | 500YR24HR | 50.37 | 51.75 | 0.0008 | 182.54 | 174.45 | 31743 |
| 102D | 500YR24HR | 50.37 | 51.79 | 0.0008 | 539.15 | 531.95 | 63294 |
| 103 | 500YR24HR | 58.00 | 54.88 | -0.0010 | 450.75 | 371.62 | 1536864 |
| 104 | 500YR24HR | 57.00 | 51.96 | 0.0005 | 1068.02 | 1040.49 | 1981534 |
| 105 | 500YR24HR | 60.50 | 53.14 | 0.0004 | 946.64 | 666.83 | 2317644 |
| 106 | 500YR24HR | 60.00 | 54.40 | 0.0003 | 142.94 | 123.19 | 925266 |
| 107 | 500YR24HR | 57.00 | 54.44 | 0.0008 | 24.31 | 22.11 | 160324 |
| 110 | 500YR24HR | 61.00 | 53.07 | 0.0009 | 772.49 | 770.28 | 442339 |
| 111 | 500YR24HR | 59.00 | 53.03 | 0.0007 | 164.71 | 164.39 | 89042 |
| 112 | 500YR24HR | 47.40 | 44.50 | 0.0009 | 899.61 | 899.61 | 11836 |
| 113 | 500YR24HR | 49.30 | 50.14 | 0.0010 | 712.98 | 712.93 | 21483 |
| 114 | 500YR24HR | 52.10 | 52.42 | 0.0002 | 12.64 | 12.06 | 43865 |
| 180 | 500YR24HR | 60.00 | 54.21 | 0.0010 | 95.95 | 94.34 | 204884 |
| 181 | 500YR24HR | 61.00 | 55.59 | 0.0004 | 105.58 | 88.10 | 1274261 |
| 198 | 500YR24HR | 61.00 | 53.67 | 0.0009 | 102.59 | 97.42 | 408320 |
| 199 | 500YR24HR | 60.00 | 53.66 | -0.0010 | 99.42 | 76.96 | 56897 |
| 200 | 500YR24HR | 59.00 | 51.26 | 0.0008 | 595.64 | 474.06 | 990216 |
| 201 | 500YR24HR | 55.50 | 39.34 | 0.0009 | 742.91 | 742.48 | 33735 |
| 202 | 500YR24HR | 38.90 | 39.01 | -0.0010 | 836.49 | 654.27 | 238053 |
| 203 | 500YR24HR | 37.40 | 38.38 | -0.0010 | 67.91 | 67.68 | 8746 |
| 204 | 500YR24HR | 43.80 | 44.66 | 0.0010 | 109.91 | 109.91 | 6301 |
| 205 | 500YR24HR | 46.20 | 47.75 | -0.0010 | 173.91 | 173.91 | 8763 |
| 206 | 500YR24HR | 49.10 | 50.64 | -0.0010 | 359.49 | 359.49 | 11092 |
| 207 | 500YR24HR | 49.68 | 51.20 | 0.0010 | 389.54 | 389.53 | 17689 |
| 208 | 500YR24HR | 38.40 | 32.38 | 0.0010 | 631.08 | 631.08 | 10906 |
| 209 | 500YR24HR | 43.60 | 43.94 | 0.0010 | 75.92 | 75.92 | 5058 |
| 300 | 500YR24HR | 26.00 | 24.07 | 0.0010 | 181.30 | 100.74 | 521502 |
| 302 | 500YR24HR | 22.20 | 24.07 | -0.0010 | 183.63 | 101.16 | 63383 |
| 303 | 500YR24HR | 24.99 | 25.57 | 0.0005 | 29.31 | 29.31 | 3032 |
| 304 | 500YR24HR | 32.80 | 33.78 | -0.0010 | 81.32 | 81.10 | 9321 |
| 305 | 500YR24HR | 22.20 | 19.68 | 0.0001 | 102.86 | 102.85 | 39944 |
| 306 | 500YR24HR | 19.10 | 19.49 | 0.0004 | 102.53 | 102.14 | 170658 |
| 308 | 500YR24HR | 33.43 | 31.73 | 0.0009 | 6.59 | 6.48 | 663 |
| 400 | 500YR24HR | 32.65 | 34.11 | 0.0009 | 163.58 | 163.58 | 5748 |
| 401 | 500YR24HR | 50.50 | 24.07 | 0.0010 | 247.39 | 122.50 | 379818 |
| 402 | 500YR24HR | 22.50 | 24.07 | 0.0010 | 59.63 | 44.48 | 57334 |
| 403 | 500YR24HR | 48.00 | 41.90 | -0.0015 | 37.21 | 37.20 | 5213 |
| 404 | 500YR24HR | 56.00 | 41.34 | 0.0004 | 73.18 | 73.17 | 8506 |
| 406 | 500YR24HR | 24.44 | 25.71 | 0.0015 | 57.24 | 57.23 | 2933 |
| 407 | 500YR24HR | 29.30 | 20.48 | 0.0010 | 6.39 | 6.39 | 100 |
5/16/2023 17:32
===== PAGE 53 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 408 | 500YR24HR | 27.00 | 20.70 | 0.0007 | 72.44 | 37.50 | 409380 |
| 409 | 500YR24HR | 22.40 | 22.05 | -0.0003 | 12.74 | 5.89 | 23616 |
| 500 | 500YR24HR | 54.00 | 49.69 | 0.0005 | 48.32 | 45.97 | 291308 |
| 501 | 500YR24HR | 53.00 | 44.53 | -0.0010 | 81.64 | 81.55 | 13782 |
| 502 | 500YR24HR | 52.00 | 44.53 | -0.0008 | 31.56 | 30.23 | 28291 |
| 503 | 500YR24HR | 54.00 | 50.74 | -0.0010 | 31.93 | 28.70 | 169405 |
| 600 | 500YR24HR | 58.00 | 50.75 | -0.0009 | 187.27 | 169.36 | 250464 |
| 601 | 500YR24HR | 56.00 | 50.74 | -0.0009 | 215.71 | 201.22 | 418965 |
| 602 | 500YR24HR | 51.30 | 51.84 | 0.0010 | 38.12 | 38.12 | 6816 |
| 603 | 500YR24HR | 58.00 | 52.14 | 0.0004 | 148.81 | 148.01 | 396825 |
| 604 | 500YR24HR | 59.00 | 54.04 | 0.0002 | 30.53 | 23.12 | 442268 |
| 605 | 500YR24HR | 59.00 | 53.74 | 0.0004 | 44.00 | 43.97 | 59787 |
| 606 | 500YR24HR | 53.56 | 54.86 | 0.0006 | 133.71 | 120.79 | 423499 |
| 607 | 500YR24HR | 60.00 | 52.79 | 0.0006 | 81.63 | 80.28 | 413078 |
| 608 | 500YR24HR | 60.00 | 55.48 | 0.0010 | 57.22 | 56.93 | 57026 |
| 609 | 500YR24HR | 55.00 | 50.74 | -0.0004 | 128.05 | 74.20 | 624048 |
| 801 | 500YR24HR | 59.00 | 54.38 | 0.0006 | 41.81 | 33.96 | 350783 |
| 803 | 500YR24HR | 58.00 | 54.38 | 0.0005 | 27.27 | 24.36 | 62092 |
| 805 | 500YR24HR | 58.00 | 52.23 | 0.0004 | 215.98 | 194.81 | 734327 |
| 806 | 500YR24HR | 60.00 | 53.65 | 0.0006 | 333.68 | 325.83 | 2069344 |
| 807 | 500YR24HR | 59.00 | 53.66 | 0.0006 | 658.98 | 254.90 | 4055556 |
| 808 | 500YR24HR | 59.00 | 54.39 | 0.0004 | 213.93 | 203.40 | 624408 |
| 809 | 500YR24HR | 58.00 | 53.63 | 0.0003 | 171.83 | 62.00 | 931421 |
| 810 | 500YR24HR | 58.00 | 54.54 | 0.0004 | 14.78 | 14.47 | 75970 |
| 811 | 500YR24HR | 58.00 | 54.40 | 0.0005 | 204.03 | 175.87 | 470477 |
| 812 | 500YR24HR | 58.00 | 54.16 | 0.0004 | 78.60 | 74.58 | 392103 |
| 813 | 500YR24HR | 59.00 | 54.38 | 0.0004 | 64.43 | 29.57 | 216707 |
| 814 | 500YR24HR | 58.00 | 53.63 | 0.0004 | 26.74 | 25.62 | 51767 |
| 815 | 500YR24HR | 58.00 | 54.19 | -0.0009 | 12.78 | 10.64 | 17479 |
| 816 | 500YR24HR | 54.50 | 54.66 | 0.0004 | 13.52 | 13.17 | 61147 |
| 817 | 500YR24HR | 57.00 | 54.51 | 0.0010 | 41.54 | 39.93 | 327337 |
| 818 | 500YR24HR | 58.00 | 53.73 | 0.0004 | 293.60 | 291.41 | 337512 |
| 819 | 500YR24HR | 58.00 | 55.28 | 0.0010 | 29.32 | 27.96 | 226555 |
| Citrus Outfall | 500YR24HR | 50.00 | 52.09 | 0.0008 | 822.42 | 820.52 | 131511 |
| Citrus Pond 1 | 500YR24HR | 51.90 | 53.38 | 0.0008 | 154.76 | 70.32 | 267902 |
| Citrus Pond 2 | 500YR24HR | 51.90 | 52.80 | 0.0008 | 72.17 | 72.94 | 159434 |
| Citrus Swale DS | 500YR24HR | 51.30 | 55.23 | 0.0010 | 167.02 | 130.31 | 34613 |
| Citrus Swale US | 500YR24HR | 52.30 | 55.32 | 0.0010 | 185.16 | 136.34 | 33957 |
| Peace River Trib1 | 500YR24HR | 50.00 | 48.50 | 0.0000 | 238.98 | 0.05 | 0 |
| Peace River Trib2 | 500YR24HR | 39.00 | 39.00 | 0.0000 | 45.47 | 0.00 | 0 |
| Peace River US | 500YR24HR | 18.70 | 18.70 | 0.0000 | 37.50 | 0.00 | 0 |
| Peace River1 | 500YR24HR | 18.70 | 18.70 | 0.0000 | 1672.76 | 0.00 | 0 |
5/16/2023 17:32
===== PAGE 54 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| TW-North | 500YR24HR | 54.00 | 54.00 | 0.0000 | 14.36 | 0.00 | 0 |
| TW-West | 500YR24HR | 49.00 | 49.00 | 0.0000 | 369.66 | 0.00 | 0 |
| TW-south | 500YR24HR | 54.00 | 54.00 | 0.0000 | 37.01 | 4.10 | 0 |
| 100 | 50YR24HR | 61.00 | 55.00 | 0.0005 | 88.26 | 86.32 | 141518 |
| 101 | 50YR24HR | 58.00 | 54.09 | -0.0010 | 31.57 | 28.19 | 41516 |
| 102 | 50YR24HR | 52.10 | 48.30 | 0.0010 | 428.48 | 427.01 | 38914 |
| 102A | 50YR24HR | 50.00 | 49.61 | -0.0006 | 6.08 | 4.83 | 7477 |
| 102B | 50YR24HR | 49.40 | 49.65 | -0.0001 | 1.72 | 1.72 | 100 |
| 102C | 50YR24HR | 50.37 | 50.85 | 0.0004 | 61.40 | 61.40 | 19546 |
| 102D | 50YR24HR | 50.37 | 50.90 | 0.0009 | 205.47 | 205.45 | 43645 |
| 103 | 50YR24HR | 58.00 | 54.74 | -0.0010 | 247.63 | 129.38 | 1256873 |
| 104 | 50YR24HR | 57.00 | 51.66 | 0.0005 | 436.12 | 414.12 | 1889765 |
| 105 | 50YR24HR | 60.50 | 52.59 | 0.0004 | 402.49 | 259.30 | 1815911 |
| 106 | 50YR24HR | 60.00 | 54.26 | 0.0003 | 77.74 | 48.30 | 795772 |
| 107 | 50YR24HR | 57.00 | 54.37 | 0.0006 | 13.40 | 8.95 | 142005 |
| 110 | 50YR24HR | 61.00 | 52.53 | 0.0006 | 304.63 | 304.07 | 231609 |
| 111 | 50YR24HR | 59.00 | 52.90 | 0.0006 | 87.48 | 87.14 | 73955 |
| 112 | 50YR24HR | 47.40 | 44.20 | -0.0008 | 430.49 | 430.48 | 11657 |
| 113 | 50YR24HR | 49.30 | 46.47 | -0.0010 | 429.55 | 429.44 | 11618 |
| 114 | 50YR24HR | 52.10 | 52.28 | 0.0002 | 4.73 | 3.33 | 38990 |
| 180 | 50YR24HR | 60.00 | 53.82 | -0.0010 | 41.73 | 36.22 | 129868 |
| 181 | 50YR24HR | 61.00 | 55.51 | 0.0003 | 56.16 | 28.93 | 1070319 |
| 198 | 50YR24HR | 61.00 | 52.63 | 0.0008 | 42.48 | 42.57 | 112599 |
| 199 | 50YR24HR | 60.00 | 52.62 | 0.0010 | 58.69 | 58.26 | 25890 |
| 200 | 50YR24HR | 59.00 | 50.90 | 0.0007 | 306.51 | 124.23 | 806732 |
| 201 | 50YR24HR | 55.50 | 37.92 | 0.0006 | 250.79 | 250.76 | 11981 |
| 202 | 50YR24HR | 38.90 | 34.46 | -0.0010 | 282.90 | 268.74 | 122207 |
| 203 | 50YR24HR | 37.40 | 36.99 | -0.0008 | 5.00 | 4.34 | 2559 |
| 204 | 50YR24HR | 43.80 | 43.49 | 0.0010 | 14.64 | 13.97 | 2286 |
| 205 | 50YR24HR | 46.20 | 46.81 | -0.0007 | 12.12 | 12.10 | 4168 |
| 206 | 50YR24HR | 49.10 | 49.25 | -0.0008 | 9.56 | 9.18 | 4171 |
| 207 | 50YR24HR | 49.68 | 49.51 | -0.0010 | 8.71 | 6.76 | 6499 |
| 208 | 50YR24HR | 38.40 | 31.90 | 0.0010 | 270.28 | 270.27 | 9011 |
| 209 | 50YR24HR | 43.60 | 40.50 | 0.0010 | 2.72 | 2.72 | 172 |
| 300 | 50YR24HR | 26.00 | 21.86 | 0.0009 | 88.91 | 51.21 | 438490 |
| 302 | 50YR24HR | 22.20 | 21.86 | -0.0010 | 105.37 | 66.28 | 34944 |
| 303 | 50YR24HR | 24.99 | 25.45 | 0.0004 | 14.60 | 14.60 | 2564 |
| 304 | 50YR24HR | 32.80 | 33.27 | -0.0010 | 32.36 | 32.10 | 6948 |
| 305 | 50YR24HR | 22.20 | 19.61 | -0.0004 | 67.41 | 67.39 | 34631 |
| 306 | 50YR24HR | 19.10 | 19.45 | -0.0003 | 71.32 | 71.22 | 156282 |
| 308 | 50YR24HR | 33.43 | 31.06 | 0.0008 | 3.63 | 3.61 | 304 |
| 400 | 50YR24HR | 32.65 | 33.77 | 0.0007 | 81.82 | 81.82 | 4107 |
| 401 | 50YR24HR | 50.50 | 21.86 | 0.0010 | 113.13 | 66.04 | 326509 |
| 402 | 50YR24HR | 22.50 | 21.86 | 0.0010 | 20.64 | 19.43 | 32352 |
| 403 | 50YR24HR | 48.00 | 41.09 | -0.0015 | 5.40 | 5.28 | 1116 |
| 404 | 50YR24HR | 56.00 | 41.16 | 0.0003 | 38.06 | 38.06 | 8373 |
| 406 | 50YR24HR | 24.44 | 25.00 | 0.0015 | 10.72 | 10.72 | 1158 |
5/16/2023 17:32
===== PAGE 55 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 407 | 50YR24HR | 29.30 | 20.32 | 0.0010 | 3.77 | 3.77 | 100 |
| 408 | 50YR24HR | 27.00 | 20.59 | 0.0007 | 39.10 | 2.80 | 398634 |
| 409 | 50YR24HR | 22.40 | 21.66 | 0.0003 | 7.43 | 3.61 | 19380 |
| 500 | 50YR24HR | 54.00 | 49.61 | 0.0004 | 20.42 | 13.28 | 260449 |
| 501 | 50YR24HR | 53.00 | 42.78 | 0.0010 | 27.88 | 27.74 | 3104 |
| 502 | 50YR24HR | 52.00 | 43.67 | 0.0005 | 14.00 | 14.00 | 4275 |
| 503 | 50YR24HR | 54.00 | 50.12 | -0.0005 | 17.41 | 13.99 | 43206 |
| 600 | 50YR24HR | 58.00 | 49.84 | 0.0004 | 87.65 | 81.88 | 140626 |
| 601 | 50YR24HR | 56.00 | 49.82 | -0.0006 | 127.91 | 124.63 | 142598 |
| 602 | 50YR24HR | 51.30 | 51.76 | -0.0010 | 22.54 | 22.54 | 6092 |
| 603 | 50YR24HR | 58.00 | 52.03 | 0.0003 | 74.67 | 73.88 | 372465 |
| 604 | 50YR24HR | 59.00 | 53.94 | 0.0002 | 16.03 | 10.38 | 389501 |
| 605 | 50YR24HR | 59.00 | 53.65 | 0.0003 | 14.42 | 14.40 | 47043 |
| 606 | 50YR24HR | 53.56 | 54.68 | 0.0007 | 73.32 | 52.14 | 334048 |
| 607 | 50YR24HR | 60.00 | 52.69 | 0.0005 | 43.97 | 40.59 | 359997 |
| 608 | 50YR24HR | 60.00 | 55.36 | 0.0010 | 31.38 | 31.16 | 49618 |
| 609 | 50YR24HR | 55.00 | 50.00 | 0.0003 | 58.27 | 42.31 | 339594 |
| 801 | 50YR24HR | 59.00 | 54.16 | 0.0005 | 22.13 | 17.43 | 192307 |
| 803 | 50YR24HR | 58.00 | 54.16 | 0.0004 | 21.33 | 15.23 | 52734 |
| 805 | 50YR24HR | 58.00 | 50.82 | 0.0002 | 49.95 | 41.98 | 354610 |
| 806 | 50YR24HR | 60.00 | 53.28 | 0.0004 | 120.38 | 108.77 | 1572126 |
| 807 | 50YR24HR | 59.00 | 53.28 | 0.0004 | 290.10 | 42.11 | 3661930 |
| 808 | 50YR24HR | 59.00 | 54.18 | 0.0005 | 91.23 | 38.47 | 570243 |
| 809 | 50YR24HR | 58.00 | 53.28 | 0.0003 | 98.60 | 8.84 | 810852 |
| 810 | 50YR24HR | 58.00 | 54.50 | 0.0004 | 8.13 | 7.50 | 70344 |
| 811 | 50YR24HR | 58.00 | 54.18 | 0.0005 | 88.39 | 65.26 | 419012 |
| 812 | 50YR24HR | 58.00 | 54.02 | 0.0003 | 39.02 | 22.59 | 335596 |
| 813 | 50YR24HR | 59.00 | 54.18 | 0.0003 | 18.81 | 4.64 | 190201 |
| 814 | 50YR24HR | 58.00 | 53.28 | 0.0003 | 15.36 | 15.31 | 31758 |
| 815 | 50YR24HR | 58.00 | 54.02 | -0.0009 | 7.09 | 6.71 | 11189 |
| 816 | 50YR24HR | 54.50 | 54.62 | 0.0003 | 7.47 | 5.73 | 58143 |
| 817 | 50YR24HR | 57.00 | 54.45 | 0.0008 | 22.65 | 18.54 | 297083 |
| 818 | 50YR24HR | 58.00 | 53.39 | 0.0004 | 71.77 | 71.50 | 226991 |
| 819 | 50YR24HR | 58.00 | 55.21 | 0.0009 | 16.04 | 11.96 | 196669 |
| Citrus Outfall | 50YR24HR | 50.00 | 51.72 | 0.0007 | 311.76 | 308.21 | 119998 |
| Citrus Pond 1 | 50YR24HR | 51.90 | 51.93 | 0.0005 | 99.41 | 28.16 | 263892 |
| Citrus Pond 2 | 50YR24HR | 51.90 | 51.84 | 0.0006 | 49.11 | 30.48 | 159043 |
| Citrus Swale DS | 50YR24HR | 51.30 | 52.07 | 0.0010 | 99.74 | 83.80 | 31173 |
| Citrus Swale US | 50YR24HR | 52.30 | 52.10 | 0.0010 | 109.30 | 83.67 | 30224 |
| Peace River Trib1 | 50YR24HR | 50.00 | 48.50 | 0.0000 | 136.10 | 0.05 | 0 |
| Peace River Trib2 | 50YR24HR | 39.00 | 39.00 | 0.0000 | 27.74 | 0.00 | 0 |
| Peace River US | 50YR24HR | 18.70 | 18.70 | 0.0000 | 2.80 | 0.00 | 0 |
5/16/2023 17:32
===== PAGE 56 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| Peace River1 | 50YR24HR | 18.70 | 18.70 | 0.0000 | 659.51 | 0.00 | 0 |
| TW-North | 50YR24HR | 54.00 | 54.00 | 0.0000 | 0.12 | 0.00 | 0 |
| TW-West | 50YR24HR | 49.00 | 49.00 | 0.0000 | 60.76 | 0.00 | 0 |
| TW-south | 50YR24HR | 54.00 | 54.00 | 0.0000 | 8.48 | 4.10 | 0 |
| 100 | Hurricane Ian | 61.00 | 55.14 | -0.0010 | 150.64 | 150.11 | 171508 |
| 101 | Hurricane Ian | 58.00 | 54.28 | 0.0010 | 44.40 | 43.81 | 49986 |
| 102 | Hurricane Ian | 52.10 | 52.21 | -0.0010 | 1351.57 | 1346.82 | 403389 |
| 102A | Hurricane Ian | 50.00 | 51.99 | -0.0010 | 649.23 | 649.22 | 22062 |
| 102B | Hurricane Ian | 49.40 | 52.21 | 0.0009 | 13.14 | 6.06 | 24508 |
| 102C | Hurricane Ian | 50.37 | 52.22 | 0.0009 | 199.65 | 188.90 | 32541 |
| 102D | Hurricane Ian | 50.37 | 52.24 | 0.0008 | 637.65 | 608.73 | 64674 |
| 103 | Hurricane Ian | 58.00 | 54.87 | 0.0010 | 357.73 | 354.53 | 1522812 |
| 104 | Hurricane Ian | 57.00 | 52.29 | 0.0005 | 1408.07 | 1290.21 | 2103457 |
| 105 | Hurricane Ian | 60.50 | 53.32 | 0.0004 | 991.59 | 898.09 | 2496150 |
| 106 | Hurricane Ian | 60.00 | 54.44 | 0.0002 | 161.37 | 157.91 | 963163 |
| 107 | Hurricane Ian | 57.00 | 54.45 | 0.0008 | 19.51 | 19.37 | 163544 |
| 110 | Hurricane Ian | 61.00 | 53.23 | 0.0007 | 1024.12 | 1022.21 | 554220 |
| 111 | Hurricane Ian | 59.00 | 53.01 | 0.0007 | 153.14 | 153.07 | 86909 |
| 112 | Hurricane Ian | 47.40 | 44.70 | -0.0010 | 1137.52 | 1137.52 | 12137 |
| 113 | Hurricane Ian | 49.30 | 50.51 | 0.0011 | 839.83 | 839.81 | 24132 |
| 114 | Hurricane Ian | 52.10 | 52.44 | 0.0002 | 14.23 | 14.09 | 44615 |
| 180 | Hurricane Ian | 60.00 | 54.35 | -0.0009 | 139.72 | 137.66 | 236967 |
| 181 | Hurricane Ian | 61.00 | 55.62 | 0.0002 | 131.02 | 125.09 | 1352326 |
| 198 | Hurricane Ian | 61.00 | 53.84 | 0.0010 | 164.03 | 160.07 | 465712 |
| 199 | Hurricane Ian | 60.00 | 53.84 | 0.0017 | 87.06 | 86.10 | 61360 |
| 200 | Hurricane Ian | 59.00 | 51.28 | 0.0009 | 517.00 | 508.28 | 999882 |
| 201 | Hurricane Ian | 55.50 | 40.04 | -0.0009 | 791.45 | 773.63 | 78788 |
| 202 | Hurricane Ian | 38.90 | 39.80 | -0.0010 | 935.56 | 916.50 | 256892 |
| 203 | Hurricane Ian | 37.40 | 39.60 | -0.0010 | 270.00 | 269.93 | 14682 |
| 204 | Hurricane Ian | 43.80 | 44.76 | -0.0010 | 135.06 | 135.06 | 6753 |
| 205 | Hurricane Ian | 46.20 | 47.90 | -0.0010 | 240.66 | 240.66 | 9604 |
| 206 | Hurricane Ian | 49.10 | 50.89 | -0.0010 | 550.98 | 550.98 | 12195 |
| 207 | Hurricane Ian | 49.68 | 51.54 | 0.0010 | 650.70 | 650.69 | 19675 |
| 208 | Hurricane Ian | 38.40 | 32.52 | -0.0010 | 766.16 | 766.16 | 11407 |
| 209 | Hurricane Ian | 43.60 | 44.28 | -0.0010 | 127.07 | 127.07 | 6481 |
| 300 | Hurricane Ian | 26.00 | 28.45 | 0.0010 | 337.32 | 93.77 | 650960 |
| 302 | Hurricane Ian | 22.20 | 28.45 | 0.0010 | 307.44 | 266.64 | 77487 |
| 303 | Hurricane Ian | 24.99 | 28.45 | 0.0007 | 26.04 | 26.04 | 20685 |
| 304 | Hurricane Ian | 32.80 | 34.94 | -0.0010 | 298.76 | 298.71 | 15382 |
| 305 | Hurricane Ian | 22.20 | 28.45 | 0.0009 | 258.92 | 243.91 | 135827 |
| 306 | Hurricane Ian | 19.10 | 28.45 | 0.0007 | 123.57 | 118.72 | 309165 |
| 308 | Hurricane Ian | 33.43 | 31.06 | 0.0007 | 3.65 | 3.65 | 307 |
| 400 | Hurricane Ian | 32.65 | 34.22 | 0.0010 | 199.64 | 199.64 | 6619 |
| 401 | Hurricane Ian | 50.50 | 28.45 | 0.0010 | 322.97 | 231.40 | 467370 |
| 402 | Hurricane Ian | 22.50 | 28.45 | 0.0010 | 187.05 | 141.74 | 114579 |
| 403 | Hurricane Ian | 48.00 | 42.11 | -0.0030 | 65.16 | 65.15 | 7017 |
| 404 | Hurricane Ian | 56.00 | 41.41 | 0.0005 | 92.25 | 92.25 | 8566 |
5/16/2023 17:32
===== PAGE 57 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 406 | Hurricane Ian | 24.44 | 28.45 | 0.0030 | 91.10 | 91.10 | 20265 |
| 407 | Hurricane Ian | 29.30 | 28.45 | 0.0010 | 141.84 | 141.84 | 30974 |
| 408 | Hurricane Ian | 27.00 | 28.45 | 0.0010 | 100.56 | 64.29 | 666650 |
| 409 | Hurricane Ian | 22.40 | 28.45 | 0.0005 | 8.18 | 5.99 | 61977 |
| 500 | Hurricane Ian | 54.00 | 49.71 | 0.0004 | 60.39 | 60.13 | 301292 |
| 501 | Hurricane Ian | 53.00 | 44.75 | 0.0010 | 109.56 | 109.53 | 16286 |
| 502 | Hurricane Ian | 52.00 | 44.75 | 0.0008 | 31.88 | 29.93 | 37402 |
| 503 | Hurricane Ian | 54.00 | 51.21 | -0.0010 | 34.43 | 22.85 | 242934 |
| 600 | Hurricane Ian | 58.00 | 51.22 | -0.0007 | 244.83 | 219.48 | 349533 |
| 601 | Hurricane Ian | 56.00 | 51.21 | -0.0010 | 273.08 | 247.40 | 541758 |
| 602 | Hurricane Ian | 51.30 | 51.88 | -0.0018 | 47.60 | 47.60 | 7193 |
| 603 | Hurricane Ian | 58.00 | 52.19 | 0.0004 | 193.16 | 192.66 | 408458 |
| 604 | Hurricane Ian | 59.00 | 54.09 | 0.0002 | 34.65 | 31.40 | 446322 |
| 605 | Hurricane Ian | 59.00 | 53.77 | 0.0006 | 65.13 | 65.12 | 64431 |
| 606 | Hurricane Ian | 53.56 | 54.89 | 0.0005 | 136.66 | 135.59 | 437931 |
| 607 | Hurricane Ian | 60.00 | 52.83 | 0.0006 | 103.28 | 102.83 | 432407 |
| 608 | Hurricane Ian | 60.00 | 55.49 | 0.0010 | 57.85 | 57.81 | 57247 |
| 609 | Hurricane Ian | 55.00 | 51.21 | -0.0004 | 138.69 | 86.96 | 854908 |
| 801 | Hurricane Ian | 59.00 | 54.44 | 0.0006 | 45.47 | 47.02 | 390462 |
| 803 | Hurricane Ian | 58.00 | 54.43 | 0.0003 | 33.65 | 33.53 | 64446 |
| 805 | Hurricane Ian | 58.00 | 52.87 | 0.0006 | 376.25 | 321.12 | 969360 |
| 806 | Hurricane Ian | 60.00 | 53.82 | 0.0004 | 631.76 | 613.55 | 2417732 |
| 807 | Hurricane Ian | 59.00 | 53.85 | 0.0004 | 837.74 | 491.60 | 4276009 |
| 808 | Hurricane Ian | 59.00 | 54.45 | 0.0004 | 286.94 | 285.25 | 639847 |
| 809 | Hurricane Ian | 58.00 | 53.78 | 0.0002 | 155.31 | 122.42 | 991703 |
| 810 | Hurricane Ian | 58.00 | 54.54 | 0.0004 | 13.54 | 13.50 | 75338 |
| 811 | Hurricane Ian | 58.00 | 54.47 | 0.0005 | 243.21 | 239.66 | 485648 |
| 812 | Hurricane Ian | 58.00 | 54.22 | 0.0003 | 111.55 | 110.36 | 416637 |
| 813 | Hurricane Ian | 59.00 | 54.44 | 0.0006 | 67.51 | 49.52 | 224142 |
| 814 | Hurricane Ian | 58.00 | 53.78 | 0.0006 | 19.62 | 17.30 | 68102 |
| 815 | Hurricane Ian | 58.00 | 54.37 | -0.0016 | 8.69 | 7.37 | 24462 |
| 816 | Hurricane Ian | 54.50 | 54.64 | 0.0004 | 8.96 | 8.94 | 59680 |
| 817 | Hurricane Ian | 57.00 | 54.52 | 0.0010 | 45.28 | 45.07 | 332467 |
| 818 | Hurricane Ian | 58.00 | 53.88 | 0.0005 | 386.93 | 386.18 | 401918 |
| 819 | Hurricane Ian | 58.00 | 55.30 | 0.0010 | 32.77 | 32.60 | 232426 |
| Citrus Outfall | Hurricane Ian | 50.00 | 52.39 | 0.0004 | 1093.51 | 1085.82 | 142708 |
| Citrus Pond 1 | Hurricane Ian | 51.90 | 54.41 | 0.0005 | 161.84 | 89.32 | 267902 |
| Citrus Pond 2 | Hurricane Ian | 51.90 | 53.47 | 0.0004 | 90.61 | 93.63 | 159434 |
| Citrus Swale DS | Hurricane Ian | 51.30 | 57.13 | 0.0010 | 165.01 | 141.98 | 36652 |
| Citrus Swale US | Hurricane Ian | 52.30 | 57.18 | 0.0010 | 129.09 | 99.23 | 35973 |
| Peace River Trib1 | Hurricane Ian | 50.00 | 48.50 | 0.0000 | 299.36 | 0.05 | 0 |
| Peace River Trib2 | Hurricane Ian | 39.00 | 39.00 | 0.0000 | 47.26 | 0.00 | 0 |
| Peace River | Hurricane Ian | 18.70 | 28.45 | 0.0006 | 64.29 | 98.19 | 0 |
5/16/2023 17:32
===== PAGE 58 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| US | | | | | | | |
| Peace River1 | Hurricane Ian | 18.70 | 28.45 | 0.0006 | 2197.68 | 120.00 | 0 |
| TW-North | Hurricane Ian | 54.00 | 54.00 | 0.0000 | 26.52 | 0.00 | 0 |
| TW-West | Hurricane Ian | 49.00 | 49.00 | 0.0000 | 680.56 | 0.00 | 0 |
| TW-south | Hurricane Ian | 54.00 | 54.00 | 0.0000 | 55.91 | 4.10 | 0 |
| 100 | Hurricane Irma | 61.00 | 54.85 | -0.0010 | 41.96 | 41.47 | 113911 |
| 101 | Hurricane Irma | 58.00 | 54.00 | -0.0010 | 15.88 | 21.49 | 37815 |
| 102 | Hurricane Irma | 52.10 | 48.63 | -0.0010 | 455.33 | 454.39 | 42453 |
| 102A | Hurricane Irma | 50.00 | 49.09 | -0.0008 | 3.00 | 2.71 | 4081 |
| 102B | Hurricane Irma | 49.40 | 49.63 | 0.0001 | 1.50 | 1.50 | 100 |
| 102C | Hurricane Irma | 50.37 | 50.86 | 0.0004 | 66.89 | 66.89 | 20016 |
| 102D | Hurricane Irma | 50.37 | 50.93 | 0.0009 | 218.19 | 218.18 | 44587 |
| 103 | Hurricane Irma | 58.00 | 54.65 | 0.0010 | 105.31 | 70.98 | 1078771 |
| 104 | Hurricane Irma | 57.00 | 51.67 | 0.0007 | 441.62 | 436.88 | 1894057 |
| 105 | Hurricane Irma | 60.50 | 52.53 | 0.0005 | 251.65 | 237.48 | 1766383 |
| 106 | Hurricane Irma | 60.00 | 54.26 | 0.0003 | 50.24 | 47.62 | 793956 |
| 107 | Hurricane Irma | 57.00 | 54.34 | 0.0007 | 5.77 | 5.30 | 131337 |
| 110 | Hurricane Irma | 61.00 | 52.47 | 0.0008 | 273.81 | 273.40 | 214796 |
| 111 | Hurricane Irma | 59.00 | 52.77 | 0.0008 | 39.07 | 39.01 | 60062 |
| 112 | Hurricane Irma | 47.40 | 44.22 | 0.0010 | 460.21 | 460.21 | 11683 |
| 113 | Hurricane Irma | 49.30 | 46.81 | 0.0010 | 458.53 | 458.45 | 11796 |
| 114 | Hurricane Irma | 52.10 | 52.27 | 0.0002 | 3.75 | 3.10 | 38784 |
| 180 | Hurricane Irma | 60.00 | 53.90 | 0.0010 | 44.38 | 42.51 | 142006 |
| 181 | Hurricane Irma | 61.00 | 55.53 | 0.0003 | 43.26 | 38.15 | 1114614 |
| 198 | Hurricane Irma | 61.00 | 52.67 | 0.0009 | 37.48 | 35.60 | 121824 |
| 199 | Hurricane Irma | 60.00 | 52.66 | -0.0012 | 59.47 | 59.07 | 27117 |
5/16/2023 17:32
===== PAGE 59 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 200 | Hurricane Irma | 59.00 | 50.73 | 0.0009 | 130.28 | 83.71 | 733334 |
| 201 | Hurricane Irma | 55.50 | 37.57 | -0.0008 | 162.52 | 162.51 | 8958 |
| 202 | Hurricane Irma | 38.90 | 33.11 | -0.0010 | 180.46 | 177.89 | 73373 |
| 203 | Hurricane Irma | 37.40 | 36.40 | 0.0008 | 1.99 | 1.95 | 1056 |
| 204 | Hurricane Irma | 43.80 | 41.78 | -0.0010 | 8.53 | 8.48 | 452 |
| 205 | Hurricane Irma | 46.20 | 46.61 | 0.0010 | 7.50 | 7.40 | 3285 |
| 206 | Hurricane Irma | 49.10 | 48.39 | 0.0009 | 5.83 | 5.69 | 2301 |
| 207 | Hurricane Irma | 49.68 | 48.66 | -0.0008 | 4.60 | 4.26 | 3850 |
| 208 | Hurricane Irma | 38.40 | 31.73 | -0.0010 | 179.13 | 179.13 | 8315 |
| 209 | Hurricane Irma | 43.60 | 40.21 | -0.0010 | 1.37 | 1.37 | 100 |
| 300 | Hurricane Irma | 26.00 | 24.15 | 0.0010 | 54.08 | 36.64 | 524368 |
| 302 | Hurricane Irma | 22.20 | 24.14 | -0.0010 | 77.05 | 64.14 | 63740 |
| 303 | Hurricane Irma | 24.99 | 25.32 | 0.0007 | 6.27 | 6.27 | 2195 |
| 304 | Hurricane Irma | 32.80 | 32.57 | -0.0010 | 13.02 | 12.57 | 4158 |
| 305 | Hurricane Irma | 22.20 | 23.94 | 0.0002 | 65.10 | 65.09 | 119085 |
| 306 | Hurricane Irma | 19.10 | 23.94 | 0.0004 | 68.11 | 68.07 | 273588 |
| 308 | Hurricane Irma | 33.43 | 30.62 | 0.0008 | 1.40 | 1.40 | 172 |
| 400 | Hurricane Irma | 32.65 | 33.60 | 0.0006 | 53.28 | 53.28 | 3477 |
| 401 | Hurricane Irma | 50.50 | 24.15 | 0.0010 | 71.04 | 56.89 | 381525 |
| 402 | Hurricane Irma | 22.50 | 24.15 | 0.0010 | 9.66 | 8.01 | 58231 |
| 403 | Hurricane Irma | 48.00 | 40.69 | -0.0030 | 1.90 | 3.04 | 100 |
| 404 | Hurricane Irma | 56.00 | 41.10 | 0.0001 | 26.88 | 26.88 | 8320 |
| 406 | Hurricane Irma | 24.44 | 24.89 | 0.0030 | 6.97 | 6.96 | 985 |
| 407 | Hurricane | 29.30 | 23.94 | 0.0010 | 1.55 | 1.53 | 1191 |
5/16/2023 17:32
===== PAGE 60 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| Irma | | | | | | |
| 408 | Hurricane Irma | 27.00 | 23.94 | 0.0007 | 26.84 | 6.85 | 541786 |
| 409 | Hurricane Irma | 22.40 | 23.94 | 0.0005 | 3.10 | 2.43 | 33468 |
| 500 | Hurricane Irma | 54.00 | 49.61 | 0.0004 | 14.04 | 13.87 | 261230 |
| 501 | Hurricane Irma | 53.00 | 42.77 | -0.0010 | 27.56 | 27.54 | 3023 |
| 502 | Hurricane Irma | 52.00 | 43.63 | 0.0006 | 7.06 | 7.06 | 3356 |
| 503 | Hurricane Irma | 54.00 | 49.65 | -0.0005 | 6.77 | 6.58 | 10514 |
| 600 | Hurricane Irma | 58.00 | 49.67 | -0.0003 | 69.18 | 71.21 | 133837 |
| 601 | Hurricane Irma | 56.00 | 49.65 | 0.0006 | 111.38 | 109.95 | 107050 |
| 602 | Hurricane Irma | 51.30 | 51.74 | -0.0018 | 19.70 | 19.70 | 5928 |
| 603 | Hurricane Irma | 58.00 | 52.00 | 0.0005 | 59.64 | 59.38 | 365698 |
| 604 | Hurricane Irma | 59.00 | 53.93 | 0.0003 | 10.00 | 9.59 | 383592 |
| 605 | Hurricane Irma | 59.00 | 53.66 | 0.0004 | 15.61 | 15.60 | 48041 |
| 606 | Hurricane Irma | 53.56 | 54.61 | 0.0007 | 39.18 | 33.84 | 300000 |
| 607 | Hurricane Irma | 60.00 | 52.66 | 0.0006 | 31.10 | 31.01 | 339451 |
| 608 | Hurricane Irma | 60.00 | 55.26 | 0.0009 | 16.60 | 16.54 | 43808 |
| 609 | Hurricane Irma | 55.00 | 49.94 | 0.0003 | 32.31 | 30.00 | 328827 |
| 801 | Hurricane Irma | 59.00 | 54.21 | 0.0008 | 12.73 | 10.87 | 222698 |
| 803 | Hurricane Irma | 58.00 | 54.20 | 0.0004 | 12.82 | 12.69 | 54526 |
| 805 | Hurricane Irma | 58.00 | 50.79 | 0.0003 | 42.85 | 39.96 | 346594 |
| 806 | Hurricane Irma | 60.00 | 53.27 | 0.0004 | 78.63 | 57.98 | 1569615 |
| 807 | Hurricane Irma | 59.00 | 53.28 | 0.0004 | 209.70 | 44.65 | 3659509 |
| 808 | Hurricane Irma | 59.00 | 54.22 | 0.0007 | 57.37 | 53.12 | 580236 |
| 809 | Hurricane Irma | 58.00 | 53.35 | 0.0004 | 44.98 | 13.40 | 834614 |
5/16/2023 17:32
===== PAGE 61 =====
| Node Name | Sim Name | Warning Stage [ft] | Max Stage [ft] | Min/Max Delta Stage [ft] | Max Total Inflow [cfs] | Max Total Outflow [cfs] | Max Surface Area [ft2] |
| 810 | Hurricane Irma | 58.00 | 54.46 | 0.0004 | 3.86 | 3.78 | 65676 |
| 811 | Hurricane Irma | 58.00 | 54.22 | 0.0004 | 50.04 | 43.52 | 428171 |
| 812 | Hurricane Irma | 58.00 | 54.03 | 0.0004 | 26.02 | 25.62 | 340102 |
| 813 | Hurricane Irma | 59.00 | 54.22 | 0.0006 | 13.84 | 3.46 | 195397 |
| 814 | Hurricane Irma | 58.00 | 53.35 | 0.0005 | 6.16 | 5.68 | 33867 |
| 815 | Hurricane Irma | 58.00 | 54.04 | -0.0016 | 2.47 | 1.96 | 11725 |
| 816 | Hurricane Irma | 54.50 | 54.59 | 0.0004 | 2.57 | 2.48 | 55613 |
| 817 | Hurricane Irma | 57.00 | 54.42 | 0.0010 | 12.97 | 12.61 | 284272 |
| 818 | Hurricane Irma | 58.00 | 53.42 | 0.0004 | 89.62 | 89.10 | 232673 |
| 819 | Hurricane Irma | 58.00 | 55.19 | 0.0010 | 9.42 | 9.09 | 187840 |
| Citrus Outfall | Hurricane Irma | 50.00 | 51.73 | 0.0007 | 315.86 | 315.76 | 120462 |
| Citrus Pond 1 | Hurricane Irma | 51.90 | 52.14 | 0.0009 | 54.54 | 37.46 | 264750 |
| Citrus Pond 2 | Hurricane Irma | 51.90 | 51.98 | 0.0008 | 38.89 | 37.67 | 159434 |
| Citrus Swale DS | Hurricane Irma | 51.30 | 52.44 | 0.0010 | 52.45 | 47.95 | 31588 |
| Citrus Swale US | Hurricane Irma | 52.30 | 52.48 | 0.0010 | 43.81 | 36.42 | 30901 |
| Peace River Trib1 | Hurricane Irma | 50.00 | 48.50 | 0.0000 | 124.78 | 0.09 | 0 |
| Peace River Trib2 | Hurricane Irma | 39.00 | 39.00 | 0.0000 | 27.54 | 0.00 | 0 |
| Peace River US | Hurricane Irma | 18.70 | 23.94 | 0.0008 | 6.85 | 26.84 | 0 |
| Peace River1 | Hurricane Irma | 18.70 | 23.94 | 0.0008 | 708.85 | 30.70 | 0 |
| TW-North | Hurricane Irma | 54.00 | 54.00 | 0.0000 | 0.61 | 0.00 | 0 |
| TW-West | Hurricane Irma | 49.00 | 49.00 | 0.0000 | 58.30 | 0.00 | 0 |
| TW-south | Hurricane Irma | 54.00 | 54.00 | 0.0000 | 12.77 | 4.10 | 0 |
===== PAGE 62 =====
Link Min/Max Conditions [Existing]
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| CD-5 | 050YR24HR | 27.74 | 0.00 | -0.58 | 5.95 | 6.76 | 6.35 |
| CD-6 | 050YR24HR | 121.85 | -0.05 | 0.33 | 4.27 | 7.22 | 5.75 |
| Citrus Outfall - Pipe | 050YR24HR | 30.48 | -31.96 | 0.04 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | 050YR24HR | 0.22 | -0.63 | 0.00 | -3.50 | -3.50 | -3.50 |
| Citrus Outfall - Weir: 2 | 050YR24HR | 13.16 | -30.98 | 0.04 | -2.82 | -2.82 | -2.82 |
| Citrus Outfall - Weir: 3 | 050YR24HR | 17.14 | -8.88 | 0.03 | -1.51 | -1.51 | -1.51 |
| Citrus Pond Pipes | 050YR24HR | 10.56 | -0.03 | 0.01 | 1.68 | 1.68 | 1.68 |
| Citrus Pond Pipes NEW | 050YR24HR | 17.60 | -0.03 | 0.02 | 1.83 | 1.83 | 1.83 |
| Citrus Site Swale | 050YR24HR | 83.67 | -0.02 | -0.07 | 0.56 | 0.55 | 0.56 |
| Citrus Swale Pipe | 050YR24HR | 83.80 | -0.06 | 0.03 | 6.67 | 6.67 | 6.67 |
| D-200 - Pipe | 050YR24HR | 80.13 | 0.00 | 0.31 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | 050YR24HR | 80.13 | 0.00 | 0.62 | 0.21 | 0.21 | 0.21 |
| EX-0 | 050YR24HR | 426.99 | 0.00 | -41.01 | 7.02 | 6.79 | 6.90 |
| EX-1 | 050YR24HR | 213.20 | 0.00 | 9.25 | 10.66 | 10.68 | 10.67 |
| EX-2 | 050YR24HR | 38.94 | -0.01 | -0.05 | 7.93 | 8.23 | 8.08 |
| EX-3_1 | 050YR24HR | 16.80 | -0.01 | -0.49 | 5.35 | 5.35 | 5.35 |
| EX-3_2 | 050YR24HR | 16.80 | -0.01 | -0.39 | 5.35 | 5.35 | 5.35 |
| P-100 | 050YR24HR | 6.51 | 0.00 | -0.01 | 5.30 | 11.49 | 8.40 |
| P-101-104 | 050YR24HR | 10.79 | 0.00 | -0.02 | 6.11 | 6.83 | 6.47 |
| P-101-TW-South | 050YR24HR | 2.00 | -4.10 | 0.05 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | 050YR24HR | 4.83 | 0.00 | 0.00 | 3.00 | 4.03 | 3.41 |
| P-102C-102B | 050YR24HR | 0.97 | 0.00 | 0.00 | 1.72 | 2.89 | 2.30 |
| P-102D-102C | 050YR24HR | 0.69 | -0.04 | 0.00 | 0.91 | 1.52 | 1.11 |
| P-103-105_1 | 050YR24HR | 8.65 | 0.00 | -0.57 | 4.90 | 5.36 | 5.12 |
| P-103-105_2 | 050YR24HR | 12.75 | 0.00 | -0.57 | 7.21 | 7.41 | 7.31 |
| P-103-105_3 | 050YR24HR | 12.48 | 0.00 | -0.57 | 7.06 | 7.26 | 7.16 |
| P-103-105_4 | 050YR24HR | 11.64 | 0.00 | -0.57 | 6.59 | 6.77 | 6.68 |
| P-104-102 | 050YR24HR | 108.51 | 0.00 | 0.03 | 4.95 | 6.51 | 5.73 |
| P-113-112 | 050YR24HR | 429.43 | 0.00 | 23.54 | 7.02 | 10.00 | 8.51 |
| P-180-104 | 050YR24HR | 13.52 | 0.00 | -0.01 | 7.65 | 9.41 | 8.45 |
| P-199-104 | 050YR24HR | 58.26 | 0.00 | -5.61 | 6.06 | 13.26 | 9.37 |
| P-203-202 | 050YR24HR | 1.76 | -2.68 | -0.01 | 2.12 | -3.56 | -2.41 |
| P-203-304 | 050YR24HR | 3.10 | 0.00 | 0.00 | 2.02 | 4.06 | 3.04 |
| P-204-202 | 050YR24HR | 13.97 | 0.00 | -0.11 | 7.90 | 8.20 | 8.05 |
| P-205-204 | 050YR24HR | 6.21 | 0.00 | 0.57 | 3.51 | 4.56 | 4.01 |
| P-206-205 | 050YR24HR | 8.85 | 0.00 | 0.57 | 5.01 | 5.56 | 5.28 |
5/16/2023 17:33
===== PAGE 63 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-207-206 | 050YR24HR | 6.76 | 0.00 | 0.53 | 3.83 | 3.83 | 3.83 |
| P-209-208 | 050YR24HR | 2.72 | 0.00 | 0.03 | 2.40 | 4.28 | 3.34 |
| P-304-302 | 050YR24HR | 15.34 | 0.00 | 1.19 | 4.88 | 5.96 | 5.42 |
| P-308-305 | 050YR24HR | 3.61 | 0.00 | 0.01 | 2.66 | 4.27 | 3.46 |
| P-403 | 050YR24HR | 5.28 | 0.00 | -0.01 | 3.18 | 6.44 | 4.81 |
| P-409-PEACE | 050YR24HR | 3.61 | 0.00 | 0.02 | 2.65 | 7.01 | 4.83 |
| P-503-501 | 050YR24HR | 6.90 | 0.00 | -0.45 | 3.90 | 5.11 | 4.49 |
| P-503-601 | 050YR24HR | 5.08 | -2.93 | -0.04 | 2.87 | 4.79 | 3.83 |
| P-602-601 | 050YR24HR | 10.05 | 0.00 | 0.01 | 3.44 | 5.43 | 4.43 |
| P-603-602 | 050YR24HR | 9.63 | -0.06 | 0.35 | 4.74 | 5.16 | 4.45 |
| P-603A | 050YR24HR | 5.79 | 0.00 | -0.01 | 3.28 | 5.93 | 4.60 |
| P-606-603 | 050YR24HR | 14.27 | 0.00 | 0.03 | 4.54 | 6.30 | 5.42 |
| P-606-604 | 050YR24HR | 1.81 | 0.00 | 0.00 | 2.05 | 2.99 | 2.52 |
| P-606-811 | 050YR24HR | 14.09 | -6.59 | -0.06 | 4.48 | 4.48 | 4.48 |
| P-607-200 | 050YR24HR | 5.59 | 0.00 | 0.02 | 3.16 | 5.00 | 4.08 |
| P-607-600 | 050YR24HR | 4.02 | 0.00 | 0.00 | 2.67 | 4.44 | 3.55 |
| P-609-404 | 050YR24HR | 6.73 | 0.00 | 0.00 | 2.87 | 4.79 | 3.83 |
| P-803-812 | 050YR24HR | 12.58 | -0.78 | -0.06 | 4.00 | 4.00 | 4.00 |
| P-808-813 | 050YR24HR | 5.17 | -4.64 | 0.07 | -2.64 | 2.12 | -2.15 |
| P-811-808 | 050YR24HR | 6.68 | -0.37 | -0.01 | 2.61 | 4.69 | 3.61 |
| P-813-803 | 050YR24HR | 2.93 | -4.09 | 0.03 | -1.42 | -3.51 | -2.43 |
| P-814-TW-West | 050YR24HR | 5.07 | 0.00 | 0.00 | 2.64 | 4.39 | 3.51 |
| P-815-812 | 050YR24HR | 6.71 | 0.00 | 0.03 | 2.61 | 3.71 | 3.16 |
| P-Citrus Outfall | 050YR24HR | 49.75 | -2.68 | 0.03 | 4.65 | 5.31 | 4.98 |
| W-100-111 | 050YR24HR | 75.83 | 0.00 | 0.03 | 1.65 | 1.65 | 1.65 |
| W-100-Citrus Outfall | 050YR24HR | 3.98 | 0.00 | 0.00 | 1.40 | 1.40 | 1.40 |
| W-101-104 | 050YR24HR | 15.39 | 0.00 | -0.03 | 1.82 | 1.82 | 1.82 |
| W-102-102A | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102A-207 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102B-102 | 050YR24HR | 1.72 | 0.00 | 0.00 | 1.19 | 1.19 | 1.19 |
| W-102C-102 | 050YR24HR | 60.42 | 0.00 | 0.02 | 1.57 | 1.57 | 1.57 |
| W-102C-102B | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102D-102 | 050YR24HR | 144.19 | 0.00 | 0.09 | 2.32 | 2.32 | 2.32 |
| W-102D-102C | 050YR24HR | 60.57 | -1.14 | 0.03 | 1.41 | 1.41 | 1.41 |
| W-103-101 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | 050YR24HR | 82.77 | 0.00 | 0.06 | 1.05 | 1.05 | 1.05 |
| W-103-TW-West | 050YR24HR | 1.08 | 0.00 | 0.00 | 1.05 | 1.05 | 1.05 |
| W-104-102 | 050YR24HR | 100.52 | 0.00 | -0.03 | 1.36 | 1.36 | 1.36 |
| W-104-102D | 050YR24HR | 205.09 | 0.00 | 0.11 | 1.70 | 1.70 | 1.70 |
| W-105-110 | 050YR24HR | 259.30 | 0.00 | 0.09 | 1.73 | 1.73 | 1.73 |
| W-106-105 | 050YR24HR | 48.30 | 0.00 | 0.02 | 1.37 | 1.37 | 1.37 |
| W-107-106 | 050YR24HR | 6.00 | 0.00 | 0.00 | 1.05 | 1.05 | 1.05 |
| W-107-TW-W | 050YR24HR | 2.95 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
5/16/2023 17:33
===== PAGE 64 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| est | | | | | | | |
| W-110-Citrus Outfall | 050YR24HR | 304.06 | 0.00 | 0.10 | 2.94 | 2.94 | 2.94 |
| W-111-104 | 050YR24HR | 6.42 | 0.00 | 0.00 | 1.74 | 1.74 | 1.74 |
| W-112-PEACE | 050YR24HR | 430.47 | 0.00 | -4.87 | 2.06 | 2.06 | 2.06 |
| W-113-112 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-114-113 | 050YR24HR | 3.33 | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 |
| W-180-101 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-199 | 050YR24HR | 22.70 | 0.00 | 0.01 | 1.95 | 1.95 | 1.95 |
| W-181-180 | 050YR24HR | 20.44 | 0.00 | 0.01 | 0.96 | 0.96 | 0.96 |
| W-181-TW-South | 050YR24HR | 8.48 | 0.00 | 0.01 | 0.67 | 0.67 | 0.67 |
| W-198-199 | 050YR24HR | 42.57 | 0.00 | -0.03 | 1.56 | 1.56 | 1.56 |
| W-198-Peace River1 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-200-111 | 050YR24HR | 0.00 | -80.72 | -0.03 | 0.00 | 0.00 | 0.00 |
| W-200-201 | 050YR24HR | 44.09 | 0.00 | 0.04 | 1.36 | 1.36 | 1.36 |
| W-200-609 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-201-202 | 050YR24HR | 250.76 | 0.00 | -0.07 | 3.35 | 3.35 | 3.35 |
| W-202-203 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-202-208 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-308 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-209 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-112 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | 050YR24HR | 5.89 | 0.00 | 0.01 | 1.45 | 1.45 | 1.45 |
| W-205-209 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-112 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-113 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-205 | 050YR24HR | 0.34 | 0.00 | 0.00 | 0.73 | 0.73 | 0.73 |
| W-207-113 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-206 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-208-PEACE | 050YR24HR | 214.20 | 0.00 | 0.41 | 2.27 | 2.27 | 2.27 |
| W-209-208 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-300-302 | 050YR24HR | 34.50 | -9.14 | -26.57 | 1.45 | 1.45 | 1.45 |
| W-302-305 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | 050YR24HR | 13.50 | 0.00 | 0.00 | 1.55 | 1.55 | 1.55 |
| W-303-302 | 050YR24HR | 1.10 | 0.00 | 0.00 | 0.84 | 0.84 | 0.84 |
| W-304-302 | 050YR24HR | 11.50 | 0.00 | 0.02 | 1.61 | 1.61 | 1.61 |
| W-304-305 | 050YR24HR | 4.28 | 0.00 | 0.00 | 1.09 | 1.09 | 1.09 |
| W-304-308 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | 050YR24HR | 68.88 | 0.00 | -0.05 | 1.59 | 1.59 | 1.59 |
| W-305-PEACE | 050YR24HR | 4.89 | 0.00 | 0.00 | 0.90 | 0.90 | 0.90 |
5/16/2023 17:33
===== PAGE 65 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-306-PEACE | 050YR24HR | 73.71 | 0.00 | -0.08 | 1.21 | 1.21 | 1.21 |
| W-308-208 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | 050YR24HR | 81.82 | 0.00 | 0.02 | 2.31 | 2.31 | 2.31 |
| W-401-300 | 050YR24HR | 42.50 | -0.12 | 0.60 | 1.67 | 1.67 | 1.67 |
| W-401-302 | 050YR24HR | 24.23 | 0.00 | -17.07 | 0.96 | 0.96 | 0.96 |
| W-401-402 | 050YR24HR | 46.19 | -10.67 | 34.74 | 0.64 | 0.64 | 0.64 |
| W-402-302 | 050YR24HR | 4.48 | 0.00 | 0.41 | 1.69 | 1.69 | 1.69 |
| W-402-305 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-404-400 | 050YR24HR | 38.06 | 0.00 | 0.01 | 1.62 | 1.62 | 1.62 |
| W-406-402 | 050YR24HR | 10.72 | 0.00 | 0.00 | 1.86 | 1.86 | 1.86 |
| W-407-305 | 050YR24HR | 33.77 | 0.00 | -0.14 | 2.81 | 2.81 | 2.81 |
| W-407-408 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | 050YR24HR | 2.80 | 0.00 | 0.00 | 0.58 | 0.58 | 0.58 |
| W-409-PEACE | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-500-501 | 050YR24HR | 13.28 | 0.00 | 0.01 | 0.73 | 0.73 | 0.73 |
| W-501-403 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-406 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | 050YR24HR | 14.00 | 0.00 | 0.01 | 0.92 | 0.92 | 0.92 |
| W-503-609 | 050YR24HR | 2.02 | 0.00 | 0.00 | 0.83 | 0.83 | 0.83 |
| W-600-601 | 050YR24HR | 81.88 | -3.57 | -0.06 | 1.50 | 1.50 | 1.50 |
| W-600-609 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-601-503 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | 050YR24HR | 12.48 | 0.00 | 0.01 | 1.00 | 1.00 | 1.00 |
| W-603-600 | 050YR24HR | 45.78 | 0.00 | 0.03 | 1.17 | 1.17 | 1.17 |
| W-603-602 | 050YR24HR | 12.68 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-604-605 | 050YR24HR | 10.38 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-604-Peace Trib1 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-605-Peace Trib1 | 050YR24HR | 14.40 | 0.00 | 0.00 | 1.14 | 1.14 | 1.14 |
| W-606-603 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | 050YR24HR | 22.35 | 0.00 | 0.03 | 1.05 | 1.05 | 1.05 |
| W-607-603 | 050YR24HR | 30.98 | 0.00 | 0.03 | 1.22 | 1.22 | 1.22 |
| W-608-606 | 050YR24HR | 31.16 | 0.00 | 0.01 | 1.47 | 1.47 | 1.47 |
| W-608-819 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | 050YR24HR | 35.59 | 0.00 | 0.02 | 1.64 | 1.64 | 1.64 |
| W-801-803 | 050YR24HR | 17.43 | 0.00 | -0.01 | 1.14 | 1.14 | 1.14 |
| W-801-TW-N orth | 050YR24HR | 0.12 | 0.00 | 0.00 | 0.47 | 0.47 | 0.47 |
| W-803-605 | 050YR24HR | 2.07 | 0.00 | 0.00 | 1.10 | 1.10 | 1.10 |
| W-803-812 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | 050YR24HR | 41.98 | 0.00 | 0.02 | 2.79 | 2.79 | 2.79 |
===== PAGE 66 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-806-805 | 050YR24HR | 39.06 | 0.00 | 0.03 | 1.44 | 1.44 | 1.44 |
| W-806-TW-West | 050YR24HR | 13.92 | 0.00 | 0.01 | 1.58 | 1.58 | 1.58 |
| W-807-806 | 050YR24HR | 40.99 | -108.77 | 0.08 | -1.53 | -1.53 | -1.53 |
| W-808-813 | 050YR24HR | 10.39 | -0.34 | -0.01 | 0.84 | 0.84 | 0.84 |
| W-808-818 | 050YR24HR | 37.49 | 0.00 | 0.01 | 1.32 | 1.32 | 1.32 |
| W-809-807 | 050YR24HR | 4.64 | -1.19 | -0.01 | 1.25 | 1.25 | 1.25 |
| W-809-TW-West | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-810-808 | 050YR24HR | 1.66 | 0.00 | 0.00 | 1.17 | 1.17 | 1.17 |
| W-810-812 | 050YR24HR | 5.84 | 0.00 | 0.00 | 0.80 | 0.80 | 0.80 |
| W-811-808 | 050YR24HR | 61.45 | -3.49 | -0.06 | 1.36 | 1.36 | 1.36 |
| W-811-818 | 050YR24HR | 2.54 | 0.00 | 0.00 | 1.10 | 1.10 | 1.10 |
| W-812-807 | 050YR24HR | 22.59 | 0.00 | 0.01 | 1.03 | 1.03 | 1.03 |
| W-813-803 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-813-812 | 050YR24HR | 0.15 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-814-809 | 050YR24HR | 14.19 | -4.87 | -0.01 | 1.17 | 1.17 | 1.17 |
| W-815-809 | 050YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | 050YR24HR | 0.90 | 0.00 | 0.00 | 0.75 | 0.75 | 0.75 |
| W-816-806 | 050YR24HR | 4.83 | 0.00 | 0.01 | 0.67 | 0.67 | 0.67 |
| W-817-106 | 050YR24HR | 0.68 | 0.00 | 0.00 | 0.99 | 0.99 | 0.99 |
| W-817-806 | 050YR24HR | 17.85 | 0.00 | 0.01 | 0.94 | 0.94 | 0.94 |
| W-818-807 | 050YR24HR | 71.50 | 0.00 | 0.04 | 1.45 | 1.45 | 1.45 |
| W-819-811 | 050YR24HR | 11.51 | 0.00 | 0.01 | 1.03 | 1.03 | 1.03 |
| W-819-818 | 050YR24HR | 0.45 | 0.00 | 0.00 | 0.58 | 0.58 | 0.58 |
| W-Citrus Outfall-104 | 050YR24HR | 283.74 | 0.00 | 0.13 | 2.21 | 2.21 | 2.21 |
| CD-5 | 100yr24h | 36.24 | 0.00 | 0.58 | 7.77 | 8.11 | 7.94 |
| CD-6 | 100yr24h | 141.57 | -0.05 | 0.25 | 4.90 | 7.64 | 6.27 |
| Citrus Outfall - Pipe | 100yr24h | 39.33 | -32.13 | 0.03 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | 100yr24h | 0.25 | -0.63 | 0.00 | -3.52 | -3.52 | -3.52 |
| Citrus Outfall - Weir: 2 | 100yr24h | 15.19 | -29.62 | 0.02 | -2.69 | -2.69 | -2.69 |
| Citrus Outfall - Weir: 3 | 100yr24h | 23.95 | -10.41 | 0.03 | -1.55 | -1.55 | -1.55 |
| Citrus Pond Pipes | 100yr24h | 13.75 | -0.02 | 0.01 | 2.19 | 2.19 | 2.19 |
| Citrus Pond Pipes NEW | 100yr24h | 22.92 | -0.02 | 0.02 | 2.38 | 2.38 | 2.38 |
| Citrus Site Swale | 100yr24h | 95.26 | -0.03 | -0.09 | 0.59 | 0.58 | 0.59 |
| Citrus Swale Pipe | 100yr24h | 94.53 | -0.06 | 0.04 | 7.52 | 7.52 | 7.52 |
| D-200 - Pipe | 100yr24h | 84.29 | 0.00 | 0.31 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: | 100yr24h | 84.29 | 0.00 | 0.62 | 0.21 | 0.21 | 0.21 |
5/16/2023 17:33
===== PAGE 67 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| 1 | | | | | | | |
| EX-0 | 100yr24h | 547.15 | 0.00 | 40.45 | 8.55 | 25.65 | 16.35 |
| EX-1 | 100yr24h | 245.51 | 0.00 | 9.26 | 12.28 | 12.30 | 12.29 |
| EX-2 | 100yr24h | 42.06 | -0.01 | -0.05 | 8.57 | 8.78 | 8.68 |
| EX-3_1 | 100yr24h | 20.37 | -0.01 | -0.52 | 6.49 | 6.49 | 6.49 |
| EX-3_2 | 100yr24h | 20.56 | -0.01 | -0.41 | 6.54 | 6.54 | 6.54 |
| P-100 | 100yr24h | 6.59 | 0.00 | 0.01 | 5.37 | 11.53 | 8.45 |
| P-101-104 | 100yr24h | 10.96 | 0.00 | -0.02 | 6.20 | 6.89 | 6.54 |
| P-101-TW-South | 100yr24h | 2.68 | -4.10 | 0.06 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | 100yr24h | 5.18 | 0.00 | -0.01 | 3.11 | 4.33 | 3.70 |
| P-102C-102B | 100yr24h | 1.33 | 0.00 | 0.00 | 1.90 | 3.16 | 2.53 |
| P-102D-102C | 100yr24h | 0.98 | -0.05 | 0.00 | 1.07 | 1.56 | 1.29 |
| P-103-105_1 | 100yr24h | 8.81 | 0.00 | -0.57 | 4.98 | 5.44 | 5.20 |
| P-103-105_2 | 100yr24h | 12.86 | 0.00 | -0.57 | 7.27 | 7.47 | 7.37 |
| P-103-105_3 | 100yr24h | 12.59 | 0.00 | -0.57 | 7.12 | 7.32 | 7.22 |
| P-103-105_4 | 100yr24h | 11.76 | 0.00 | -0.57 | 6.65 | 6.84 | 6.75 |
| P-104-102 | 100yr24h | 112.42 | 0.00 | 0.02 | 5.03 | 6.57 | 5.80 |
| P-113-112 | 100yr24h | 550.81 | 0.00 | 43.16 | 8.61 | 10.21 | 9.14 |
| P-180-104 | 100yr24h | 13.78 | 0.00 | -0.02 | 7.80 | 9.40 | 8.43 |
| P-199-104 | 100yr24h | 66.08 | 0.00 | 4.93 | 6.87 | 13.27 | 9.38 |
| P-203-202 | 100yr24h | 2.19 | -7.00 | -0.01 | -3.96 | -3.96 | -3.96 |
| P-203-304 | 100yr24h | 7.26 | 0.00 | -0.01 | 4.11 | 5.53 | 4.82 |
| P-204-202 | 100yr24h | 14.50 | 0.00 | -0.11 | 8.21 | 8.45 | 8.33 |
| P-205-204 | 100yr24h | 6.49 | 0.00 | 0.57 | 3.67 | 4.56 | 4.03 |
| P-206-205 | 100yr24h | 9.25 | 0.00 | 0.57 | 5.23 | 5.72 | 5.48 |
| P-207-206 | 100yr24h | 7.89 | 0.00 | 0.54 | 4.46 | 4.46 | 4.46 |
| P-209-208 | 100yr24h | 3.27 | 0.00 | -0.04 | 2.55 | 4.45 | 3.49 |
| P-304-302 | 100yr24h | 15.73 | 0.00 | 1.19 | 5.01 | 6.03 | 5.51 |
| P-308-305 | 100yr24h | 4.24 | 0.00 | 0.00 | 2.81 | 4.48 | 3.65 |
| P-403 | 100yr24h | 6.08 | 0.00 | -0.01 | 3.46 | 6.45 | 4.81 |
| P-409-PEACE | 100yr24h | 4.10 | 0.00 | 0.02 | 2.78 | 7.27 | 5.03 |
| P-503-501 | 100yr24h | 7.18 | 0.00 | 0.45 | 4.06 | 5.16 | 4.61 |
| P-503-601 | 100yr24h | 5.27 | -2.91 | -0.02 | 2.98 | 4.86 | 3.92 |
| P-602-601 | 100yr24h | 10.19 | 0.00 | -0.01 | 3.45 | 5.51 | 4.48 |
| P-603-602 | 100yr24h | 9.90 | -0.06 | 0.50 | 4.73 | 5.78 | 4.93 |
| P-603A | 100yr24h | 5.93 | 0.00 | -0.01 | 3.35 | 5.96 | 4.66 |
| P-606-603 | 100yr24h | 14.60 | 0.00 | 0.03 | 4.65 | 6.34 | 5.48 |
| P-606-604 | 100yr24h | 2.12 | 0.00 | 0.00 | 2.14 | 3.12 | 2.63 |
| P-606-811 | 100yr24h | 13.99 | -6.61 | -0.05 | 4.45 | 4.45 | 4.45 |
| P-607-200 | 100yr24h | 5.70 | 0.00 | 0.02 | 3.23 | 5.02 | 4.12 |
| P-607-600 | 100yr24h | 4.18 | 0.00 | 0.00 | 2.71 | 4.48 | 3.60 |
| P-609-404 | 100yr24h | 7.60 | 0.00 | 0.00 | 3.01 | 4.95 | 3.98 |
| P-803-812 | 100yr24h | 12.77 | -0.71 | -0.06 | 4.07 | 4.07 | 4.07 |
| P-808-813 | 100yr24h | 5.57 | -4.99 | 0.05 | -2.70 | 2.15 | -2.22 |
| P-811-808 | 100yr24h | 6.99 | -0.35 | -0.01 | 2.66 | 4.74 | 3.66 |
| P-813-803 | 100yr24h | 3.28 | -4.69 | 0.03 | -1.54 | -3.42 | -2.43 |
5/16/2023 17:33
===== PAGE 68 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-814-TW-West | 100yr24h | 6.01 | 0.00 | 0.00 | 2.80 | 4.59 | 3.69 |
| P-815-812 | 100yr24h | 7.75 | 0.00 | -0.03 | 2.76 | 3.70 | 3.22 |
| P-Citrus Outfall | 100yr24h | 51.91 | -2.68 | -0.03 | 4.73 | 5.39 | 5.06 |
| W-100-111 | 100yr24h | 90.47 | 0.00 | 0.04 | 1.71 | 1.71 | 1.71 |
| W-100-Citrus Outfall | 100yr24h | 5.13 | 0.00 | 0.00 | 1.43 | 1.43 | 1.43 |
| W-101-104 | 100yr24h | 19.68 | 0.00 | -0.03 | 1.90 | 1.90 | 1.90 |
| W-102-102A | 100yr24h | 5.67 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-102A-207 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102B-102 | 100yr24h | 2.17 | 0.00 | 0.00 | 1.26 | 1.26 | 1.26 |
| W-102C-102 | 100yr24h | 90.93 | 0.00 | 0.03 | 1.74 | 1.74 | 1.74 |
| W-102C-102B | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102D-102 | 100yr24h | 183.52 | 0.00 | 0.09 | 2.41 | 2.41 | 2.41 |
| W-102D-102C | 100yr24h | 91.10 | -1.58 | 0.04 | 1.54 | 1.54 | 1.54 |
| W-103-101 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | 100yr24h | 131.15 | 0.00 | 0.09 | 1.11 | 1.11 | 1.11 |
| W-103-TW-West | 100yr24h | 1.65 | 0.00 | 0.00 | 1.15 | 1.15 | 1.15 |
| W-104-102 | 100yr24h | 155.32 | 0.00 | -0.03 | 1.53 | 1.53 | 1.53 |
| W-104-102D | 100yr24h | 275.10 | 0.00 | 0.12 | 1.83 | 1.83 | 1.83 |
| W-105-110 | 100yr24h | 337.23 | 0.00 | 0.07 | 1.75 | 1.75 | 1.75 |
| W-106-105 | 100yr24h | 63.70 | 0.00 | 0.02 | 1.40 | 1.40 | 1.40 |
| W-107-106 | 100yr24h | 8.09 | 0.00 | 0.00 | 1.04 | 1.04 | 1.04 |
| W-107-TW-West | 100yr24h | 3.89 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
| W-110-Citrus Outfall | 100yr24h | 393.43 | 0.00 | 0.09 | 2.94 | 2.94 | 2.94 |
| W-111-104 | 100yr24h | 7.37 | 0.00 | 0.00 | 1.80 | 1.80 | 1.80 |
| W-112-PEACE | 100yr24h | 552.37 | 0.00 | -5.16 | 2.59 | 2.59 | 2.59 |
| W-113-112 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-114-113 | 100yr24h | 4.90 | 0.00 | 0.00 | 1.10 | 1.10 | 1.10 |
| W-180-101 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | 100yr24h | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-199 | 100yr24h | 29.99 | 0.00 | -0.01 | 2.09 | 2.09 | 2.09 |
| W-181-180 | 100yr24h | 26.56 | 0.00 | 0.02 | 1.00 | 1.00 | 1.00 |
| W-181-TW-South | 100yr24h | 13.84 | 0.00 | 0.01 | 0.75 | 0.75 | 0.75 |
| W-198-199 | 100yr24h | 47.10 | 0.00 | -0.04 | 1.54 | 1.54 | 1.54 |
| W-198-Peace River1 | 100yr24h | 0.41 | 0.00 | 0.00 | 0.79 | 0.79 | 0.79 |
| W-200-111 | 100yr24h | 0.00 | -96.59 | -0.04 | 0.00 | 0.00 | 0.00 |
| W-200-201 | 100yr24h | 100.65 | 0.00 | 0.06 | 1.46 | 1.46 | 1.46 |
| W-200-609 | 100yr24h | 1.93 | 0.00 | 0.00 | 0.91 | 0.91 | 0.91 |
| W-201-202 | 100yr24h | 350.57 | 0.00 | -0.13 | 3.64 | 3.64 | 3.64 |
5/16/2023 17:33
===== PAGE 69 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-202-203 | 100yr24h | 9.73 | 0.00 | -0.01 | 1.36 | 1.36 | 1.36 |
| W-202-208 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | 100yr24h | 9.67 | 0.00 | -0.01 | 1.55 | 1.55 | 1.55 |
| W-203-308 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | 100yr24h | 2.38 | 0.00 | 0.01 | 1.10 | 1.10 | 1.10 |
| W-204-209 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-112 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | 100yr24h | 7.92 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-205-209 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-112 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-113 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-205 | 100yr24h | 1.63 | 0.00 | 0.00 | 1.08 | 1.08 | 1.08 |
| W-207-113 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-206 | 100yr24h | 0.04 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-208-PEACE | 100yr24h | 246.71 | 0.00 | 0.33 | 2.34 | 2.34 | 2.34 |
| W-209-208 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-300-302 | 100yr24h | 45.56 | -12.47 | -39.82 | 1.45 | 1.45 | 1.45 |
| W-302-305 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | 100yr24h | 15.79 | 0.00 | 0.01 | 1.62 | 1.62 | 1.62 |
| W-303-302 | 100yr24h | 1.89 | 0.00 | 0.00 | 0.91 | 0.91 | 0.91 |
| W-304-302 | 100yr24h | 14.75 | 0.00 | 0.02 | 1.73 | 1.73 | 1.73 |
| W-304-305 | 100yr24h | 7.34 | 0.00 | 0.01 | 1.23 | 1.23 | 1.23 |
| W-304-308 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | 100yr24h | 77.44 | 0.00 | -0.05 | 1.59 | 1.59 | 1.59 |
| W-305-PEACE | 100yr24h | 6.88 | 0.00 | 0.00 | 0.93 | 0.93 | 0.93 |
| W-306-PEACE | 100yr24h | 82.71 | 0.00 | -0.10 | 1.23 | 1.23 | 1.23 |
| W-308-208 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | 100yr24h | 98.79 | 0.00 | 0.03 | 2.39 | 2.39 | 2.39 |
| W-401-300 | 100yr24h | 43.04 | -0.63 | 0.17 | 1.67 | 1.67 | 1.67 |
| W-401-302 | 100yr24h | 24.87 | 0.00 | -21.58 | 0.96 | 0.96 | 0.96 |
| W-401-402 | 100yr24h | 60.30 | -14.12 | -59.24 | 0.64 | 0.64 | 0.64 |
| W-402-302 | 100yr24h | 4.42 | -0.01 | 0.31 | 1.68 | 1.68 | 1.68 |
| W-402-305 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-404-400 | 100yr24h | 45.07 | 0.00 | 0.01 | 1.70 | 1.70 | 1.70 |
| W-406-402 | 100yr24h | 13.11 | 0.00 | 0.01 | 1.95 | 1.95 | 1.95 |
| W-407-305 | 100yr24h | 41.13 | 0.00 | -0.11 | 2.92 | 2.92 | 2.92 |
| W-407-408 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | 100yr24h | 7.82 | 0.00 | 0.01 | 0.68 | 0.68 | 0.68 |
| W-409-PEACE | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-500-501 | 100yr24h | 19.50 | 0.00 | 0.02 | 0.81 | 0.81 | 0.81 |
| W-501-403 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-406 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 70 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-502-501 | 100yr24h | 17.53 | 0.00 | 0.01 | 0.97 | 0.97 | 0.97 |
| W-503-609 | 100yr24h | 4.50 | -1.22 | 0.01 | 1.05 | 1.05 | 1.05 |
| W-600-601 | 100yr24h | 103.07 | -9.45 | -0.08 | 1.50 | 1.50 | 1.50 |
| W-600-609 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-601-503 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | 100yr24h | 15.72 | 0.00 | 0.01 | 1.07 | 1.07 | 1.07 |
| W-603-600 | 100yr24h | 58.21 | 0.00 | 0.02 | 1.22 | 1.22 | 1.22 |
| W-603-602 | 100yr24h | 15.72 | 0.00 | 0.00 | 1.53 | 1.53 | 1.53 |
| W-604-605 | 100yr24h | 13.08 | 0.00 | 0.00 | 1.14 | 1.14 | 1.14 |
| W-604-Peace Trib1 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-605-Peace Trib1 | 100yr24h | 20.19 | 0.00 | 0.00 | 1.14 | 1.14 | 1.14 |
| W-606-603 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | 100yr24h | 37.52 | 0.00 | 0.02 | 1.17 | 1.17 | 1.17 |
| W-607-603 | 100yr24h | 39.36 | 0.00 | 0.01 | 1.26 | 1.26 | 1.26 |
| W-608-606 | 100yr24h | 36.68 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-608-819 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | 100yr24h | 50.14 | 0.00 | 0.02 | 1.64 | 1.64 | 1.64 |
| W-801-803 | 100yr24h | 18.70 | 0.00 | -0.01 | 1.13 | 1.13 | 1.13 |
| W-801-TW-N orth | 100yr24h | 1.32 | 0.00 | 0.00 | 0.68 | 0.68 | 0.68 |
| W-803-605 | 100yr24h | 3.85 | 0.00 | 0.00 | 1.23 | 1.23 | 1.23 |
| W-803-812 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | 100yr24h | 74.27 | 0.00 | 0.03 | 3.19 | 3.19 | 3.19 |
| W-806-805 | 100yr24h | 69.21 | 0.00 | 0.03 | 1.68 | 1.68 | 1.68 |
| W-806-TW-W est | 100yr24h | 30.28 | 0.00 | 0.02 | 1.58 | 1.58 | 1.58 |
| W-807-806 | 100yr24h | 77.07 | -133.27 | 0.05 | -1.63 | -1.63 | -1.63 |
| W-808-813 | 100yr24h | 19.53 | -1.39 | -0.02 | 0.99 | 0.99 | 0.99 |
| W-808-818 | 100yr24h | 67.32 | 0.00 | 0.02 | 1.32 | 1.32 | 1.32 |
| W-809-807 | 100yr24h | 9.83 | -2.57 | -0.03 | 1.51 | 1.51 | 1.51 |
| W-809-TW-W est | 100yr24h | 1.77 | 0.00 | 0.00 | 0.64 | 0.64 | 0.64 |
| W-810-808 | 100yr24h | 1.84 | 0.00 | 0.00 | 1.20 | 1.20 | 1.20 |
| W-810-812 | 100yr24h | 7.26 | 0.00 | 0.00 | 0.83 | 0.83 | 0.83 |
| W-811-808 | 100yr24h | 78.90 | -3.37 | -0.09 | 1.42 | 1.42 | 1.42 |
| W-811-818 | 100yr24h | 4.53 | 0.00 | 0.00 | 1.28 | 1.28 | 1.28 |
| W-812-807 | 100yr24h | 31.25 | 0.00 | 0.02 | 1.11 | 1.11 | 1.11 |
| W-813-803 | 100yr24h | 0.14 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-813-812 | 100yr24h | 1.82 | 0.00 | 0.00 | 0.68 | 0.68 | 0.68 |
| W-814-809 | 100yr24h | 16.56 | -5.45 | -0.01 | 1.17 | 1.17 | 1.17 |
| W-815-809 | 100yr24h | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | 100yr24h | 1.16 | 0.00 | 0.00 | 0.76 | 0.76 | 0.76 |
| W-816-806 | 100yr24h | 6.50 | 0.00 | 0.01 | 0.70 | 0.70 | 0.70 |
| W-817-106 | 100yr24h | 0.88 | 0.00 | 0.00 | 0.99 | 0.99 | 0.99 |
5/16/2023 17:33
===== PAGE 71 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-817-806 | 100yr24h | 22.55 | 0.00 | 0.01 | 0.97 | 0.97 | 0.97 |
| W-818-807 | 100yr24h | 117.35 | 0.00 | 0.02 | 1.65 | 1.65 | 1.65 |
| W-819-811 | 100yr24h | 14.71 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-819-818 | 100yr24h | 0.81 | 0.00 | 0.00 | 0.71 | 0.71 | 0.71 |
| W-Citrus Outfall-104 | 100yr24h | 383.17 | 0.00 | 0.10 | 2.28 | 2.28 | 2.28 |
| CD-5 | 500 yr | 45.47 | 0.00 | 0.58 | 9.75 | 10.17 | 9.96 |
| CD-6 | 500 yr | 201.23 | -0.05 | 0.22 | 6.97 | 8.87 | 7.92 |
| Citrus Outfall - Pipe | 500 yr | 72.94 | -24.20 | -1.56 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | 500 yr | 0.42 | -0.64 | 0.02 | -3.56 | -3.56 | -3.56 |
| Citrus Outfall - Weir: 2 | 500 yr | 25.94 | -23.75 | -3.15 | -2.42 | -2.42 | -2.42 |
| Citrus Outfall - Weir: 3 | 500 yr | 46.57 | -5.95 | 0.02 | 2.36 | 2.36 | 2.36 |
| Citrus Pond Pipes | 500 yr | 26.37 | -1.19 | 0.01 | 4.20 | 4.20 | 4.20 |
| Citrus Pond Pipes NEW | 500 yr | 43.95 | -1.99 | 0.01 | 4.57 | 4.57 | 4.57 |
| Citrus Site Swale | 500 yr | 136.34 | -0.02 | -0.08 | 0.64 | 0.64 | 0.64 |
| Citrus Swale Pipe | 500 yr | 130.31 | -0.07 | -0.07 | 10.37 | 10.37 | 10.37 |
| D-200 - Pipe | 500 yr | 92.17 | 0.00 | 0.32 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | 500 yr | 92.17 | 0.00 | 0.64 | 0.22 | 0.22 | 0.22 |
| EX-0 | 500 yr | 665.89 | 0.00 | 40.52 | 10.40 | 25.64 | 16.34 |
| EX-1 | 500 yr | 272.12 | 0.00 | -9.26 | 13.61 | 13.63 | 13.62 |
| EX-2 | 500 yr | 47.57 | -0.01 | -0.02 | 9.69 | 9.93 | 9.81 |
| EX-3_1 | 500 yr | 24.87 | -0.02 | -0.53 | 7.91 | 7.91 | 7.91 |
| EX-3_2 | 500 yr | 25.15 | -0.02 | -0.42 | 8.01 | 8.01 | 8.01 |
| P-100 | 500 yr | 6.84 | 0.00 | 0.01 | 5.57 | 11.53 | 8.46 |
| P-101-104 | 500 yr | 11.43 | 0.00 | -0.02 | 6.47 | 7.07 | 6.77 |
| P-101-TW-South | 500 yr | 4.08 | -4.10 | -0.03 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | 500 yr | 9.13 | 0.00 | -0.05 | 5.17 | 5.17 | 5.17 |
| P-102C-102B | 500 yr | 2.14 | 0.00 | 0.00 | 2.23 | 3.59 | 2.89 |
| P-102D-102C | 500 yr | 1.87 | -0.08 | 0.00 | 1.39 | 1.82 | 1.61 |
| P-103-105_1 | 500 yr | 9.18 | 0.00 | -0.57 | 5.19 | 5.59 | 5.39 |
| P-103-105_2 | 500 yr | 13.11 | 0.00 | -0.57 | 7.42 | 7.52 | 7.42 |
| P-103-105_3 | 500 yr | 12.85 | 0.00 | -0.57 | 7.27 | 7.42 | 7.33 |
| P-103-105_4 | 500 yr | 12.04 | 0.00 | -0.57 | 6.81 | 7.00 | 6.91 |
| P-104-102 | 500 yr | 124.27 | 0.00 | -0.13 | 5.26 | 6.77 | 5.98 |
| P-113-112 | 500 yr | 678.45 | 0.00 | 43.17 | 10.60 | 10.60 | 10.60 |
| P-180-104 | 500 yr | 14.59 | 0.00 | -0.01 | 8.26 | 9.34 | 8.26 |
| P-199-104 | 500 yr | 76.96 | 0.00 | -2.58 | 8.00 | 8.00 | 8.00 |
5/16/2023 17:33
===== PAGE 72 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-203-202 | 500 yr | 4.04 | -8.19 | -0.10 | -4.63 | -4.63 | -4.63 |
| P-203-304 | 500 yr | 10.98 | 0.00 | 0.01 | 6.21 | 6.88 | 6.55 |
| P-204-202 | 500 yr | 16.55 | 0.00 | -0.10 | 9.37 | 9.63 | 9.50 |
| P-205-204 | 500 yr | 10.08 | 0.00 | -0.57 | 5.70 | 5.95 | 5.83 |
| P-206-205 | 500 yr | 13.11 | 0.00 | -0.57 | 7.42 | 7.62 | 7.52 |
| P-207-206 | 500 yr | 9.82 | 0.00 | 0.45 | 5.56 | 5.56 | 5.56 |
| P-209-208 | 500 yr | 14.74 | 0.00 | -0.59 | 8.34 | 8.57 | 8.45 |
| P-304-302 | 500 yr | 20.04 | 0.00 | 1.19 | 6.38 | 7.03 | 6.70 |
| P-308-305 | 500 yr | 16.36 | 0.00 | -0.25 | 9.26 | 9.51 | 9.38 |
| P-403 | 500 yr | 9.53 | 0.00 | -0.01 | 5.39 | 6.45 | 5.52 |
| P-409-PEACE | 500 yr | 5.89 | 0.00 | 0.02 | 3.35 | 8.01 | 5.68 |
| P-503-501 | 500 yr | 9.46 | 0.00 | -0.45 | 5.35 | 5.92 | 5.63 |
| P-503-601 | 500 yr | 5.53 | -2.21 | -0.01 | 3.13 | 3.89 | 3.30 |
| P-602-601 | 500 yr | 10.64 | 0.00 | 0.01 | 3.52 | 5.59 | 4.55 |
| P-603-602 | 500 yr | 10.69 | -0.06 | 1.15 | 5.16 | 7.35 | 6.25 |
| P-603A | 500 yr | 6.34 | 0.00 | -0.01 | 3.59 | 6.03 | 4.79 |
| P-606-603 | 500 yr | 15.39 | 0.00 | -0.03 | 4.90 | 6.50 | 5.70 |
| P-606-604 | 500 yr | 3.00 | 0.00 | 0.00 | 2.35 | 3.36 | 2.86 |
| P-606-811 | 500 yr | 12.77 | -6.63 | -0.03 | 4.06 | 4.06 | 4.06 |
| P-607-200 | 500 yr | 5.98 | 0.00 | 0.02 | 3.38 | 5.11 | 4.23 |
| P-607-600 | 500 yr | 4.56 | 0.00 | -0.01 | 2.81 | 4.62 | 3.72 |
| P-609-404 | 500 yr | 11.69 | 0.00 | -0.49 | 3.72 | 5.73 | 4.67 |
| P-803-812 | 500 yr | 12.22 | -0.71 | -0.06 | 3.89 | 3.89 | 3.89 |
| P-808-813 | 500 yr | 5.34 | -3.98 | 0.04 | -2.52 | 1.97 | -2.00 |
| P-811-808 | 500 yr | 7.23 | -0.29 | -0.01 | 2.66 | 4.15 | 3.34 |
| P-813-803 | 500 yr | 3.45 | -4.84 | -0.04 | -1.57 | -3.85 | -2.56 |
| P-814-TW-West | 500 yr | 7.95 | 0.00 | 0.00 | 3.09 | 5.05 | 4.07 |
| P-815-812 | 500 yr | 10.64 | 0.00 | -0.01 | 3.39 | 3.64 | 3.51 |
| P-Citrus Outfall | 500 yr | 51.95 | -2.69 | 0.03 | 4.52 | 4.96 | 4.74 |
| W-100-111 | 500 yr | 142.88 | 0.00 | -0.06 | 1.93 | 1.93 | 1.93 |
| W-100-Citrus Outfall | 500 yr | 11.05 | 0.00 | 0.00 | 1.48 | 1.48 | 1.48 |
| W-101-104 | 500 yr | 36.28 | 0.00 | -0.03 | 2.17 | 2.17 | 2.17 |
| W-102-102A | 500 yr | 387.13 | -2.83 | 0.45 | 2.40 | 2.40 | 2.40 |
| W-102A-207 | 500 yr | 381.12 | 0.00 | 0.46 | 2.95 | 2.95 | 2.95 |
| W-102B-102 | 500 yr | 4.16 | -5.34 | 0.04 | 1.47 | 1.47 | 1.47 |
| W-102C-102 | 500 yr | 172.46 | 0.00 | -0.04 | 2.05 | 2.05 | 2.05 |
| W-102C-102B | 500 yr | 1.13 | 0.00 | 0.01 | 0.88 | 0.88 | 0.88 |
| W-102D-102 | 500 yr | 370.01 | 0.00 | -0.20 | 2.51 | 2.51 | 2.51 |
| W-102D-102C | 500 yr | 180.24 | -2.91 | 0.10 | 1.83 | 1.83 | 1.83 |
| W-103-101 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | 500 yr | 320.83 | 0.00 | -0.17 | 1.29 | 1.29 | 1.29 |
| W-103-TW-West | 500 yr | 3.60 | 0.00 | 0.00 | 1.35 | 1.35 | 1.35 |
| W-104-102 | 500 yr | 379.45 | 0.00 | -0.23 | 1.98 | 1.98 | 1.98 |
5/16/2023 17:33
===== PAGE 73 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-104-102D | 500 yr | 537.33 | 0.00 | -0.26 | 2.22 | 2.22 | 2.22 |
| W-105-110 | 500 yr | 666.83 | 0.00 | -0.36 | 1.73 | 1.73 | 1.73 |
| W-106-105 | 500 yr | 123.19 | 0.00 | -0.06 | 1.48 | 1.48 | 1.48 |
| W-107-106 | 500 yr | 14.76 | 0.00 | -0.01 | 1.04 | 1.04 | 1.04 |
| W-107-TW-West | 500 yr | 7.35 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
| W-110-Citrus Outfall | 500 yr | 770.28 | 0.00 | -0.40 | 2.93 | 2.93 | 2.93 |
| W-111-104 | 500 yr | 10.64 | 0.00 | 0.00 | 1.87 | 1.87 | 1.87 |
| W-112-PEACE | 500 yr | 899.62 | 0.00 | -5.02 | 3.99 | 3.99 | 3.99 |
| W-113-112 | 500 yr | 34.49 | 0.00 | 0.12 | 1.52 | 1.52 | 1.52 |
| W-114-113 | 500 yr | 12.05 | 0.00 | -0.01 | 1.29 | 1.29 | 1.29 |
| W-180-101 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | 500 yr | 17.12 | 0.00 | 0.04 | 1.34 | 1.34 | 1.34 |
| W-180-199 | 500 yr | 62.64 | 0.00 | 0.05 | 2.35 | 2.35 | 2.35 |
| W-181-180 | 500 yr | 51.10 | 0.00 | 0.14 | 1.09 | 1.09 | 1.09 |
| W-181-TW-South | 500 yr | 37.01 | 0.00 | 0.12 | 0.91 | 0.91 | 0.91 |
| W-198-199 | 500 yr | 43.32 | 0.00 | -0.05 | 1.53 | 1.53 | 1.53 |
| W-198-Peace River1 | 500 yr | 83.82 | 0.00 | 0.12 | 1.76 | 1.76 | 1.76 |
| W-200-111 | 500 yr | 0.00 | -153.75 | 0.07 | 0.00 | 0.00 | 0.00 |
| W-200-201 | 500 yr | 370.85 | 0.00 | -0.22 | 1.64 | 1.64 | 1.64 |
| W-200-609 | 500 yr | 11.04 | 0.00 | -0.01 | 1.61 | 1.61 | 1.61 |
| W-201-202 | 500 yr | 724.59 | 0.00 | -0.36 | 4.31 | 4.31 | 4.31 |
| W-202-203 | 500 yr | 398.46 | 0.00 | -0.33 | 3.12 | 3.12 | 3.12 |
| W-202-208 | 500 yr | 31.27 | 0.00 | -0.03 | 1.63 | 1.63 | 1.63 |
| W-203-208 | 500 yr | 0.64 | 0.00 | 0.00 | 0.68 | 0.68 | 0.68 |
| W-203-304 | 500 yr | 123.94 | 0.00 | -0.08 | 3.13 | 3.13 | 3.13 |
| W-203-308 | 500 yr | 272.75 | 0.00 | -0.25 | 2.44 | 2.44 | 2.44 |
| W-204-202 | 500 yr | 82.48 | 0.00 | -0.05 | 2.57 | 2.57 | 2.57 |
| W-204-209 | 500 yr | 10.88 | 0.00 | 0.02 | 1.31 | 1.31 | 1.31 |
| W-205-112 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | 500 yr | 99.39 | 0.00 | 0.06 | 2.80 | 2.80 | 2.80 |
| W-205-209 | 500 yr | 64.44 | 0.00 | 0.08 | 1.88 | 1.88 | 1.88 |
| W-206-112 | 500 yr | 181.63 | 0.00 | 0.24 | 2.38 | 2.38 | 2.38 |
| W-206-113 | 500 yr | 4.80 | 0.00 | 0.02 | 1.15 | 1.15 | 1.15 |
| W-206-205 | 500 yr | 159.95 | 0.00 | 0.14 | 2.90 | 2.90 | 2.90 |
| W-207-113 | 500 yr | 30.84 | 0.00 | 0.08 | 1.68 | 1.68 | 1.68 |
| W-207-206 | 500 yr | 348.87 | 0.00 | 0.39 | 2.89 | 2.89 | 2.89 |
| W-208-PEACE | 500 yr | 345.66 | 0.00 | 0.38 | 2.52 | 2.52 | 2.52 |
| W-209-208 | 500 yr | 61.18 | 0.00 | 0.10 | 2.41 | 2.41 | 2.41 |
| W-300-302 | 500 yr | 157.70 | -49.44 | -104.71 | 1.45 | 1.45 | 1.45 |
| W-302-305 | 500 yr | 232.59 | 0.00 | -2.69 | 1.69 | 1.69 | 1.69 |
| W-303-300 | 500 yr | 23.68 | 0.00 | -0.01 | 1.79 | 1.79 | 1.79 |
| W-303-302 | 500 yr | 5.63 | 0.00 | 0.00 | 1.19 | 1.19 | 1.19 |
5/16/2023 17:33
===== PAGE 74 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-304-302 | 500 yr | 86.26 | 0.00 | -0.07 | 2.75 | 2.75 | 2.75 |
| W-304-305 | 500 yr | 147.20 | 0.00 | -0.14 | 2.27 | 2.27 | 2.27 |
| W-304-308 | 500 yr | 0.00 | -101.48 | 0.12 | 0.00 | 0.00 | 0.00 |
| W-305-306 | 500 yr | 337.30 | 0.00 | -0.23 | 1.94 | 1.94 | 1.94 |
| W-305-PEACE | 500 yr | 212.81 | 0.00 | -0.25 | 1.42 | 1.42 | 1.42 |
| W-306-PEACE | 500 yr | 352.13 | 0.00 | -0.24 | 1.73 | 1.73 | 1.73 |
| W-308-208 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | 500 yr | 155.72 | 0.00 | 0.14 | 3.23 | 3.23 | 3.23 |
| W-400-401 | 500 yr | 163.58 | 0.00 | -0.07 | 2.66 | 2.66 | 2.66 |
| W-401-300 | 500 yr | 80.85 | -2.66 | 15.22 | 1.67 | 1.67 | 1.67 |
| W-401-302 | 500 yr | 102.90 | -0.23 | -45.66 | 0.89 | 0.89 | 0.89 |
| W-401-402 | 500 yr | 77.74 | -21.43 | -77.74 | 0.62 | 0.62 | 0.62 |
| W-402-302 | 500 yr | 5.94 | -0.36 | 3.32 | 1.57 | 1.57 | 1.57 |
| W-402-305 | 500 yr | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | 500 yr | 27.67 | 0.00 | -0.03 | 1.78 | 1.78 | 1.78 |
| W-404-400 | 500 yr | 73.17 | 0.00 | -0.06 | 1.94 | 1.94 | 1.94 |
| W-406-402 | 500 yr | 57.23 | 0.00 | -0.05 | 2.68 | 2.68 | 2.68 |
| W-407-305 | 500 yr | 50.50 | 0.00 | -0.11 | 3.04 | 3.04 | 3.04 |
| W-407-408 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | 500 yr | 37.50 | 0.00 | -0.03 | 0.94 | 0.94 | 0.94 |
| W-409-PEACE | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-500-501 | 500 yr | 45.97 | 0.00 | 0.03 | 1.01 | 1.01 | 1.01 |
| W-501-403 | 500 yr | 36.08 | 0.00 | -0.20 | 2.07 | 2.07 | 2.07 |
| W-502-406 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | 500 yr | 31.11 | 0.00 | 27.32 | 1.06 | 1.06 | 1.06 |
| W-503-609 | 500 yr | 15.96 | -8.86 | -0.02 | 1.15 | 1.15 | 1.15 |
| W-600-601 | 500 yr | 168.96 | -24.72 | 0.06 | 1.50 | 1.50 | 1.50 |
| W-600-609 | 500 yr | 3.01 | -0.02 | 0.01 | 0.47 | 0.47 | 0.47 |
| W-601-503 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | 500 yr | 27.47 | 0.00 | -0.01 | 1.27 | 1.27 | 1.27 |
| W-603-600 | 500 yr | 104.05 | 0.00 | -0.05 | 1.40 | 1.40 | 1.40 |
| W-603-602 | 500 yr | 26.94 | 0.00 | -0.01 | 1.53 | 1.53 | 1.53 |
| W-604-605 | 500 yr | 23.08 | 0.00 | -0.01 | 1.36 | 1.36 | 1.36 |
| W-604-Peace Trib1 | 500 yr | 0.03 | 0.00 | 0.00 | 0.45 | 0.45 | 0.45 |
| W-605-Peace Trib1 | 500 yr | 43.97 | 0.00 | -0.02 | 1.14 | 1.14 | 1.14 |
| W-606-603 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | 500 yr | 91.58 | 0.00 | -0.07 | 1.47 | 1.47 | 1.47 |
| W-607-603 | 500 yr | 69.74 | 0.00 | -0.03 | 1.31 | 1.31 | 1.31 |
| W-608-606 | 500 yr | 56.93 | 0.00 | -0.03 | 1.70 | 1.70 | 1.70 |
| W-608-819 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | 500 yr | 66.33 | 0.00 | -0.04 | 1.64 | 1.64 | 1.64 |
| W-801-803 | 500 yr | 20.44 | 0.00 | 0.02 | 1.10 | 1.10 | 1.10 |
| W-801-TW-N | 500 yr | 14.36 | 0.00 | -0.01 | 1.02 | 1.02 | 1.02 |
5/16/2023 17:33
===== PAGE 75 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| orth | | | | | | | |
| W-803-605 | 500 yr | 13.49 | 0.00 | -0.01 | 1.29 | 1.29 | 1.29 |
| W-803-812 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-West | 500 yr | 194.81 | 0.00 | 0.08 | 3.96 | 3.96 | 3.96 |
| W-806-805 | 500 yr | 181.14 | 0.00 | 0.22 | 1.95 | 1.95 | 1.95 |
| W-806-TW-West | 500 yr | 144.69 | 0.00 | 0.20 | 1.68 | 1.68 | 1.68 |
| W-807-806 | 500 yr | 240.03 | -186.88 | 0.25 | -1.76 | -1.76 | -1.76 |
| W-808-813 | 500 yr | 39.05 | -2.55 | 0.04 | 1.13 | 1.13 | 1.13 |
| W-808-818 | 500 yr | 187.11 | 0.00 | -0.13 | 1.48 | 1.48 | 1.48 |
| W-809-807 | 500 yr | 26.18 | -15.24 | -0.06 | 1.90 | 1.90 | 1.90 |
| W-809-TW-West | 500 yr | 31.68 | 0.00 | 0.03 | 1.35 | 1.35 | 1.35 |
| W-810-808 | 500 yr | 2.34 | 0.00 | 0.00 | 1.26 | 1.26 | 1.26 |
| W-810-812 | 500 yr | 12.13 | 0.00 | -0.01 | 0.90 | 0.90 | 0.90 |
| W-811-808 | 500 yr | 162.95 | -2.95 | -0.12 | 1.55 | 1.55 | 1.55 |
| W-811-818 | 500 yr | 11.45 | 0.00 | -0.01 | 1.59 | 1.59 | 1.59 |
| W-812-807 | 500 yr | 74.58 | 0.00 | -0.05 | 1.36 | 1.36 | 1.36 |
| W-813-803 | 500 yr | 8.48 | -1.21 | -0.01 | 0.85 | 0.85 | 0.85 |
| W-813-812 | 500 yr | 20.42 | 0.00 | -0.02 | 1.01 | 1.01 | 1.01 |
| W-814-809 | 500 yr | 24.23 | -6.21 | 0.01 | 1.20 | 1.20 | 1.20 |
| W-815-809 | 500 yr | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | 500 yr | 2.10 | 0.00 | 0.00 | 0.76 | 0.76 | 0.76 |
| W-816-806 | 500 yr | 11.07 | 0.00 | 0.00 | 0.77 | 0.77 | 0.77 |
| W-817-106 | 500 yr | 1.51 | 0.00 | 0.00 | 1.03 | 1.03 | 1.03 |
| W-817-806 | 500 yr | 38.41 | 0.00 | -0.02 | 1.04 | 1.04 | 1.04 |
| W-818-807 | 500 yr | 291.41 | 0.00 | -0.19 | 1.98 | 1.98 | 1.98 |
| W-819-811 | 500 yr | 25.70 | 0.00 | -0.01 | 1.11 | 1.11 | 1.11 |
| W-819-818 | 500 yr | 2.26 | 0.00 | 0.00 | 0.85 | 0.85 | 0.85 |
| W-Citrus Outfall-104 | 500 yr | 786.44 | 0.00 | -0.36 | 2.43 | 2.43 | 2.43 |
| CD-5 | Hurricane Ian | 47.27 | 0.00 | 0.58 | 10.14 | 10.58 | 10.36 |
| CD-6 | Hurricane Ian | 247.40 | -0.05 | 0.35 | 8.57 | 9.88 | 9.23 |
| Citrus Outfall - Pipe | Hurricane Ian | 93.63 | -33.10 | -2.74 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | Hurricane Ian | 0.55 | -0.66 | 0.02 | -3.67 | -3.67 | -3.67 |
| Citrus Outfall - Weir: 2 | Hurricane Ian | 33.30 | -30.67 | -5.50 | 3.03 | 3.03 | 3.03 |
| Citrus Outfall - Weir: 3 | Hurricane Ian | 59.79 | -12.51 | 0.02 | 3.03 | 3.03 | 3.03 |
| Citrus Pond Pipes | Hurricane Ian | 33.49 | -0.61 | -0.05 | 5.33 | 5.33 | 5.33 |
| Citrus Pond Pipes NEW | Hurricane Ian | 55.83 | -0.87 | -0.08 | 5.80 | 5.80 | 5.80 |
| Citrus Site | Hurricane Ian | 99.23 | 0.00 | -0.12 | 0.51 | 0.48 | 0.50 |
5/16/2023 17:33
===== PAGE 76 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Swale | | | | | | | |
| Citrus Swale Pipe | Hurricane Ian | 141.98 | -0.08 | -0.05 | 11.30 | 11.30 | 11.30 |
| D-200 - Pipe | Hurricane Ian | 93.26 | 0.00 | 0.32 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | Hurricane Ian | 93.26 | 0.00 | 0.63 | 0.22 | 0.22 | 0.22 |
| EX-0 | Hurricane Ian | 699.69 | 0.00 | -41.06 | 10.93 | 25.46 | 16.17 |
| EX-1 | Hurricane Ian | 277.15 | 0.00 | -9.25 | 13.86 | 13.88 | 13.87 |
| EX-2 | Hurricane Ian | 48.65 | -4.62 | -2.41 | 9.91 | 10.16 | 10.03 |
| EX-3_1 | Hurricane Ian | 25.74 | -2.15 | 1.00 | 8.19 | 8.19 | 8.19 |
| EX-3_2 | Hurricane Ian | 26.02 | -2.15 | 1.00 | 8.28 | 8.28 | 8.28 |
| P-100 | Hurricane Ian | 6.80 | 0.00 | 0.01 | 5.54 | 11.51 | 8.42 |
| P-101-104 | Hurricane Ian | 11.38 | 0.00 | -0.02 | 6.44 | 6.99 | 6.67 |
| P-101-TW-South | Hurricane Ian | 3.63 | -4.10 | -0.03 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | Hurricane Ian | 8.33 | 0.00 | 0.01 | 4.72 | 4.72 | 4.72 |
| P-102C-102B | Hurricane Ian | 2.27 | 0.00 | 0.00 | 2.27 | 3.65 | 2.94 |
| P-102D-102C | Hurricane Ian | 2.00 | -0.07 | 0.00 | 1.44 | 1.87 | 1.65 |
| P-103-105_1 | Hurricane Ian | 9.15 | 0.00 | 0.57 | 5.18 | 5.59 | 5.38 |
| P-103-105_2 | Hurricane Ian | 13.09 | 0.00 | 0.57 | 7.41 | 7.50 | 7.41 |
| P-103-105_3 | Hurricane Ian | 12.83 | 0.00 | -0.57 | 7.26 | 7.39 | 7.29 |
| P-103-105_4 | Hurricane Ian | 12.02 | 0.00 | 0.57 | 6.80 | 6.97 | 6.88 |
| P-104-102 | Hurricane Ian | 127.85 | 0.00 | -0.23 | 5.34 | 6.81 | 6.01 |
| P-113-112 | Hurricane Ian | 704.15 | 0.00 | 43.13 | 11.00 | 11.00 | 11.00 |
| P-180-104 | Hurricane Ian | 14.97 | 0.00 | 0.02 | 8.47 | 9.39 | 8.47 |
| P-199-104 | Hurricane Ian | 79.56 | -0.01 | -4.01 | 8.27 | 13.20 | 9.30 |
| P-203-202 | Hurricane Ian | 1.79 | -8.51 | -0.04 | -4.81 | -4.81 | -4.81 |
| P-203-304 | Hurricane Ian | 11.57 | 0.00 | -0.01 | 6.55 | 7.13 | 6.84 |
| P-204-202 | Hurricane Ian | 16.75 | 0.00 | -0.10 | 9.48 | 9.74 | 9.61 |
| P-205-204 | Hurricane Ian | 10.58 | 0.00 | 0.86 | 5.99 | 6.20 | 6.09 |
| P-206-205 | Hurricane Ian | 13.75 | 0.00 | -0.57 | 7.78 | 7.99 | 7.89 |
| P-207-206 | Hurricane Ian | 10.50 | 0.00 | 0.55 | 5.94 | 5.94 | 5.94 |
| P-209-208 | Hurricane Ian | 15.49 | 0.00 | -0.59 | 8.77 | 9.01 | 8.89 |
| P-304-302 | Hurricane Ian | 21.21 | 0.00 | -1.19 | 6.75 | 7.28 | 7.02 |
| P-308-305 | Hurricane Ian | 16.83 | 0.00 | -0.25 | 9.52 | 9.79 | 9.65 |
| P-403 | Hurricane Ian | 10.33 | 0.00 | -0.02 | 5.84 | 6.45 | 5.94 |
| P-409-PEACE | Hurricane Ian | 5.99 | -4.77 | -0.14 | 3.40 | 8.05 | 5.72 |
| P-503-501 | Hurricane Ian | 11.01 | 0.00 | -0.45 | 6.23 | 6.55 | 6.39 |
| P-503-601 | Hurricane Ian | 5.55 | -2.77 | -0.02 | 3.14 | 4.66 | 3.70 |
| P-602-601 | Hurricane Ian | 11.08 | 0.00 | -0.01 | 3.61 | 5.63 | 4.59 |
| P-603-602 | Hurricane Ian | 11.18 | -0.06 | -1.92 | 4.99 | 7.11 | 6.05 |
| P-603A | Hurricane Ian | 6.60 | 0.00 | -0.01 | 3.73 | 6.03 | 4.78 |
| P-606-603 | Hurricane Ian | 15.60 | 0.00 | -0.03 | 4.97 | 6.54 | 5.74 |
| P-606-604 | Hurricane Ian | 3.22 | 0.00 | 0.00 | 2.39 | 3.42 | 2.91 |
| P-606-811 | Hurricane Ian | 13.37 | -6.89 | -0.06 | 4.26 | 4.26 | 4.26 |
| P-607-200 | Hurricane Ian | 6.07 | 0.00 | 0.02 | 3.43 | 5.16 | 4.30 |
| P-607-600 | Hurricane Ian | 4.75 | 0.00 | -0.01 | 2.87 | 4.65 | 3.76 |
5/16/2023 17:33
===== PAGE 77 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-609-404 | Hurricane Ian | 15.39 | 0.00 | -0.49 | 4.90 | 6.38 | 5.63 |
| P-803-812 | Hurricane Ian | 12.01 | -1.31 | -0.07 | 3.82 | 3.82 | 3.82 |
| P-808-813 | Hurricane Ian | 5.35 | -4.71 | 0.04 | -2.65 | 1.99 | -2.17 |
| P-811-808 | Hurricane Ian | 7.05 | -2.40 | 0.00 | 2.65 | 4.61 | 3.56 |
| P-813-803 | Hurricane Ian | 3.80 | -4.91 | 0.04 | -1.59 | -3.54 | -2.43 |
| P-814-TW-West | Hurricane Ian | 9.20 | 0.00 | 0.00 | 3.27 | 5.27 | 4.27 |
| P-815-812 | Hurricane Ian | 7.37 | 0.00 | -0.01 | 2.38 | 3.13 | 2.51 |
| P-Citrus Outfall | Hurricane Ian | 54.71 | -2.76 | -0.03 | 4.83 | 5.48 | 5.15 |
| W-100-111 | Hurricane Ian | 133.56 | 0.00 | -0.10 | 1.89 | 1.89 | 1.89 |
| W-100-Citrus Outfall | Hurricane Ian | 9.76 | 0.00 | -0.01 | 1.47 | 1.47 | 1.47 |
| W-101-104 | Hurricane Ian | 29.56 | 0.00 | -0.03 | 2.07 | 2.07 | 2.07 |
| W-102-102A | Hurricane Ian | 647.17 | -1.84 | -0.53 | 2.74 | 2.74 | 2.74 |
| W-102A-207 | Hurricane Ian | 640.92 | 0.00 | -0.53 | 3.33 | 3.33 | 3.33 |
| W-102B-102 | Hurricane Ian | 6.06 | -9.28 | 0.04 | 1.50 | 1.50 | 1.50 |
| W-102C-102 | Hurricane Ian | 186.77 | 0.00 | -0.14 | 2.10 | 2.10 | 2.10 |
| W-102C-102B | Hurricane Ian | 2.22 | 0.00 | 0.01 | 0.93 | 0.93 | 0.93 |
| W-102D-102 | Hurricane Ian | 422.79 | 0.00 | -0.31 | 2.51 | 2.51 | 2.51 |
| W-102D-102C | Hurricane Ian | 195.84 | -2.00 | -0.20 | 1.88 | 1.88 | 1.88 |
| W-103-101 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | Hurricane Ian | 304.00 | 0.00 | -0.25 | 1.27 | 1.27 | 1.27 |
| W-103-TW-West | Hurricane Ian | 3.43 | 0.00 | 0.00 | 1.34 | 1.34 | 1.34 |
| W-104-102 | Hurricane Ian | 798.94 | 0.00 | -0.50 | 2.28 | 2.28 | 2.28 |
| W-104-102D | Hurricane Ian | 632.91 | 0.00 | -0.63 | 2.33 | 2.33 | 2.33 |
| W-105-110 | Hurricane Ian | 898.10 | 0.00 | -0.35 | 1.72 | 1.72 | 1.72 |
| W-106-105 | Hurricane Ian | 157.92 | 0.00 | 0.06 | 1.51 | 1.51 | 1.51 |
| W-107-106 | Hurricane Ian | 12.97 | 0.00 | -0.01 | 1.04 | 1.04 | 1.04 |
| W-107-TW-West | Hurricane Ian | 8.49 | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 |
| W-110-Citrus Outfall | Hurricane Ian | 1022.22 | 0.00 | -0.36 | 2.94 | 2.94 | 2.94 |
| W-111-104 | Hurricane Ian | 10.00 | 0.00 | -0.01 | 1.87 | 1.87 | 1.87 |
| W-112-PEACE | Hurricane Ian | 1137.54 | 0.00 | -6.42 | 4.82 | 4.82 | 4.82 |
| W-113-112 | Hurricane Ian | 135.67 | 0.00 | 0.19 | 2.12 | 2.12 | 2.12 |
| W-114-113 | Hurricane Ian | 14.09 | 0.00 | -0.01 | 1.33 | 1.33 | 1.33 |
| W-180-101 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | Hurricane Ian | 37.14 | 0.00 | 0.06 | 1.63 | 1.63 | 1.63 |
| W-180-199 | Hurricane Ian | 85.56 | 0.00 | 0.07 | 2.47 | 2.47 | 2.47 |
| W-181-180 | Hurricane Ian | 69.19 | 0.00 | 0.15 | 1.13 | 1.13 | 1.13 |
| W-181-TW-South | Hurricane Ian | 55.91 | 0.00 | 0.14 | 0.97 | 0.97 | 0.97 |
| W-198-199 | Hurricane Ian | 46.56 | -6.61 | -0.06 | 1.52 | 1.52 | 1.52 |
| W-198-Peace | Hurricane Ian | 160.09 | 0.00 | 0.17 | 1.95 | 1.95 | 1.95 |
5/16/2023 17:33
===== PAGE 78 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| River1 | | | | | | | |
| W-200-111 | Hurricane Ian | 0.00 | -143.07 | 0.10 | 0.00 | 0.00 | 0.00 |
| W-200-201 | Hurricane Ian | 403.08 | 0.00 | -0.37 | 1.66 | 1.66 | 1.66 |
| W-200-609 | Hurricane Ian | 11.94 | -8.88 | -0.15 | 1.65 | 1.65 | 1.65 |
| W-201-202 | Hurricane Ian | 781.11 | 0.00 | -0.52 | 4.13 | 4.13 | 4.13 |
| W-202-203 | Hurricane Ian | 562.76 | 0.00 | -0.39 | 3.36 | 3.36 | 3.36 |
| W-202-208 | Hurricane Ian | 92.35 | 0.00 | -0.14 | 2.05 | 2.05 | 2.05 |
| W-203-208 | Hurricane Ian | 8.36 | 0.00 | -0.02 | 1.27 | 1.27 | 1.27 |
| W-203-304 | Hurricane Ian | 156.80 | 0.00 | -0.08 | 3.34 | 3.34 | 3.34 |
| W-203-308 | Hurricane Ian | 397.99 | 0.00 | -0.30 | 2.70 | 2.70 | 2.70 |
| W-204-202 | Hurricane Ian | 97.98 | 0.00 | -0.05 | 2.69 | 2.69 | 2.69 |
| W-204-209 | Hurricane Ian | 20.33 | 0.00 | -0.02 | 1.48 | 1.48 | 1.48 |
| W-205-112 | Hurricane Ian | 0.22 | 0.00 | 0.00 | 0.63 | 0.63 | 0.63 |
| W-205-204 | Hurricane Ian | 124.01 | 0.00 | -0.07 | 2.98 | 2.98 | 2.98 |
| W-205-209 | Hurricane Ian | 105.86 | 0.00 | -0.09 | 2.07 | 2.07 | 2.07 |
| W-206-112 | Hurricane Ian | 290.15 | 0.00 | -0.27 | 2.73 | 2.73 | 2.73 |
| W-206-113 | Hurricane Ian | 21.12 | 0.00 | 0.03 | 1.77 | 1.77 | 1.77 |
| W-206-205 | Hurricane Ian | 225.98 | 0.00 | -0.16 | 3.13 | 3.13 | 3.13 |
| W-207-113 | Hurricane Ian | 100.82 | 0.00 | 0.12 | 2.09 | 2.09 | 2.09 |
| W-207-206 | Hurricane Ian | 539.41 | 0.00 | -0.45 | 3.24 | 3.24 | 3.24 |
| W-208-PEACE | Hurricane Ian | 483.96 | 0.00 | -0.31 | 2.72 | 2.72 | 2.72 |
| W-209-208 | Hurricane Ian | 111.58 | 0.00 | 0.11 | 2.84 | 2.84 | 2.84 |
| W-300-302 | Hurricane Ian | 230.07 | -123.38 | -123.34 | 1.44 | 1.44 | 1.44 |
| W-302-305 | Hurricane Ian | 481.47 | -189.28 | 189.28 | 1.87 | 1.87 | 1.87 |
| W-303-300 | Hurricane Ian | 21.53 | -0.82 | -0.82 | 1.75 | 1.75 | 1.75 |
| W-303-302 | Hurricane Ian | 4.51 | -2.61 | -2.85 | 1.13 | 1.13 | 1.13 |
| W-304-302 | Hurricane Ian | 120.37 | 0.00 | -0.08 | 3.00 | 3.00 | 3.00 |
| W-304-305 | Hurricane Ian | 242.02 | 0.00 | -0.21 | 2.51 | 2.51 | 2.51 |
| W-304-308 | Hurricane Ian | 0.00 | -183.59 | 0.19 | -2.34 | -2.34 | -2.34 |
| W-305-306 | Hurricane Ian | 544.10 | -25.51 | -25.51 | 2.17 | 2.17 | 2.17 |
| W-305-PEACE | Hurricane Ian | 500.63 | -180.17 | -149.79 | 1.71 | 1.71 | 1.71 |
| W-306-PEACE | Hurricane Ian | 563.23 | -30.00 | -3.71 | 1.94 | 1.94 | 1.94 |
| W-308-208 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | Hurricane Ian | 199.65 | 0.00 | 0.12 | 3.47 | 3.47 | 3.47 |
| W-400-401 | Hurricane Ian | 199.64 | 0.00 | -0.07 | 2.78 | 2.78 | 2.78 |
| W-401-300 | Hurricane Ian | 134.99 | -4.41 | 13.03 | 1.67 | 1.67 | 1.67 |
| W-401-302 | Hurricane Ian | 147.59 | -60.33 | -60.07 | 0.94 | 0.94 | 0.94 |
| W-401-402 | Hurricane Ian | 35.90 | -29.92 | -10.99 | 0.63 | 0.63 | 0.63 |
| W-402-302 | Hurricane Ian | 13.31 | -4.31 | -4.31 | 1.62 | 1.62 | 1.62 |
| W-402-305 | Hurricane Ian | 3.17 | -10.99 | 8.76 | 1.04 | 1.04 | 1.04 |
| W-402-407 | Hurricane Ian | 0.14 | -0.44 | 0.09 | -0.08 | -0.08 | -0.08 |
| W-402-408 | Hurricane Ian | 6.70 | -9.50 | 0.94 | -0.25 | -0.25 | -0.25 |
| W-403-406 | Hurricane Ian | 54.83 | 0.00 | -0.04 | 2.05 | 2.05 | 2.05 |
| W-404-400 | Hurricane Ian | 92.25 | 0.00 | -0.02 | 2.07 | 2.07 | 2.07 |
| W-406-402 | Hurricane Ian | 91.10 | -0.39 | 0.10 | 2.88 | 2.88 | 2.88 |
| W-407-305 | Hurricane Ian | 53.33 | -5.24 | 4.36 | 3.07 | 3.07 | 3.07 |
| W-407-408 | Hurricane Ian | 0.10 | -0.14 | 0.00 | -0.03 | -0.03 | -0.03 |
5/16/2023 17:33
===== PAGE 79 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-408-PEACE | Hurricane Ian | 64.29 | -98.19 | 7.22 | 1.09 | 1.09 | 1.09 |
| W-409-PEACE | Hurricane Ian | 0.92 | -2.64 | 0.10 | -1.04 | -1.04 | -1.04 |
| W-500-501 | Hurricane Ian | 60.13 | 0.00 | -0.02 | 1.09 | 1.09 | 1.09 |
| W-501-403 | Hurricane Ian | 62.38 | 0.00 | -0.35 | 2.40 | 2.40 | 2.40 |
| W-502-406 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | Hurricane Ian | 47.95 | 0.00 | -40.61 | 1.03 | 1.03 | 1.03 |
| W-503-609 | Hurricane Ian | 13.30 | -14.86 | 0.02 | 1.12 | 1.12 | 1.12 |
| W-600-601 | Hurricane Ian | 202.72 | 0.00 | -0.07 | 1.48 | 1.48 | 1.48 |
| W-600-609 | Hurricane Ian | 18.22 | -0.67 | 0.02 | 0.49 | 0.49 | 0.49 |
| W-601-503 | Hurricane Ian | 0.00 | -2.33 | 0.00 | -0.46 | -0.46 | -0.46 |
| W-602-600 | Hurricane Ian | 36.54 | 0.00 | -0.01 | 1.38 | 1.38 | 1.38 |
| W-603-600 | Hurricane Ian | 139.25 | 0.00 | -0.04 | 1.51 | 1.51 | 1.51 |
| W-603-602 | Hurricane Ian | 35.63 | 0.00 | -0.01 | 1.55 | 1.55 | 1.55 |
| W-604-605 | Hurricane Ian | 31.25 | 0.00 | 0.01 | 1.50 | 1.50 | 1.50 |
| W-604-Peace Trib1 | Hurricane Ian | 0.15 | 0.00 | 0.00 | 0.64 | 0.64 | 0.64 |
| W-605-Peace Trib1 | Hurricane Ian | 65.12 | 0.00 | -0.02 | 1.14 | 1.14 | 1.14 |
| W-606-603 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | Hurricane Ian | 106.81 | 0.00 | -0.06 | 1.54 | 1.54 | 1.54 |
| W-607-603 | Hurricane Ian | 92.01 | 0.00 | 0.03 | 1.34 | 1.34 | 1.34 |
| W-608-606 | Hurricane Ian | 57.81 | 0.00 | -0.03 | 1.71 | 1.71 | 1.71 |
| W-608-819 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | Hurricane Ian | 61.58 | 0.00 | 0.05 | 1.64 | 1.64 | 1.64 |
| W-801-803 | Hurricane Ian | 24.30 | 0.00 | 0.02 | 1.13 | 1.13 | 1.13 |
| W-801-TW-N orth | Hurricane Ian | 26.53 | 0.00 | -0.02 | 1.12 | 1.12 | 1.12 |
| W-803-605 | Hurricane Ian | 22.80 | 0.00 | -0.01 | 1.29 | 1.29 | 1.29 |
| W-803-812 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | Hurricane Ian | 321.14 | 0.00 | 0.15 | 4.13 | 4.13 | 4.13 |
| W-806-805 | Hurricane Ian | 316.10 | 0.00 | 0.38 | 2.12 | 2.12 | 2.12 |
| W-806-TW-W est | Hurricane Ian | 297.51 | 0.00 | 0.40 | 1.84 | 1.84 | 1.84 |
| W-807-806 | Hurricane Ian | 456.09 | -183.12 | 0.64 | -1.75 | -1.75 | -1.75 |
| W-808-813 | Hurricane Ian | 37.72 | -3.24 | -0.04 | 1.12 | 1.12 | 1.12 |
| W-808-818 | Hurricane Ian | 257.51 | 0.00 | -0.11 | 1.58 | 1.58 | 1.58 |
| W-809-807 | Hurricane Ian | 42.02 | -36.36 | -0.28 | 2.06 | 2.06 | 2.06 |
| W-809-TW-W est | Hurricane Ian | 81.45 | 0.00 | 0.07 | 1.53 | 1.53 | 1.53 |
| W-810-808 | Hurricane Ian | 2.26 | 0.00 | 0.00 | 1.25 | 1.25 | 1.25 |
| W-810-812 | Hurricane Ian | 11.24 | 0.00 | -0.01 | 0.89 | 0.89 | 0.89 |
| W-811-808 | Hurricane Ian | 221.93 | -3.91 | -0.13 | 1.50 | 1.50 | 1.50 |
| W-811-818 | Hurricane Ian | 15.72 | 0.00 | -0.01 | 1.63 | 1.63 | 1.63 |
| W-812-807 | Hurricane Ian | 110.36 | 0.00 | -0.05 | 1.44 | 1.44 | 1.44 |
| W-813-803 | Hurricane Ian | 13.38 | -2.44 | -0.02 | 0.97 | 0.97 | 0.97 |
| W-813-812 | Hurricane Ian | 39.72 | 0.00 | -0.03 | 1.12 | 1.12 | 1.12 |
5/16/2023 17:33
===== PAGE 80 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-814-809 | Hurricane Ian | 16.10 | -7.16 | -0.02 | 1.17 | 1.17 | 1.17 |
| W-815-809 | Hurricane Ian | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | Hurricane Ian | 1.34 | 0.00 | 0.00 | 0.76 | 0.76 | 0.76 |
| W-816-806 | Hurricane Ian | 7.59 | 0.00 | -0.01 | 0.72 | 0.72 | 0.72 |
| W-817-106 | Hurricane Ian | 1.71 | 0.00 | 0.00 | 1.03 | 1.03 | 1.03 |
| W-817-806 | Hurricane Ian | 43.35 | 0.00 | -0.02 | 1.06 | 1.06 | 1.06 |
| W-818-807 | Hurricane Ian | 386.19 | 0.00 | -0.27 | 2.07 | 2.07 | 2.07 |
| W-819-811 | Hurricane Ian | 29.73 | 0.00 | -0.01 | 1.13 | 1.13 | 1.13 |
| W-819-818 | Hurricane Ian | 2.87 | 0.00 | 0.00 | 0.89 | 0.89 | 0.89 |
| W-Citrus Outfall-104 | Hurricane Ian | 1054.04 | 0.00 | -0.33 | 2.42 | 2.42 | 2.42 |
| CD-5 | Hurricane Irma | 27.54 | 0.00 | -0.58 | 5.91 | 6.73 | 6.31 |
| CD-6 | Hurricane Irma | 109.23 | -0.09 | 0.36 | 3.95 | 6.95 | 5.45 |
| Citrus Outfall - Pipe | Hurricane Irma | 37.67 | -22.66 | -2.72 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | Hurricane Irma | 0.44 | -0.64 | 0.02 | -3.54 | -3.54 | -3.54 |
| Citrus Outfall - Weir: 2 | Hurricane Irma | 14.73 | -22.19 | -5.45 | -2.39 | -2.39 | -2.39 |
| Citrus Outfall - Weir: 3 | Hurricane Irma | 22.72 | -1.22 | 0.02 | 1.11 | 1.11 | 1.11 |
| Citrus Pond Pipes | Hurricane Irma | 14.05 | -4.58 | 0.09 | 2.24 | 2.24 | 2.24 |
| Citrus Pond Pipes NEW | Hurricane Irma | 23.41 | -7.64 | 0.15 | 2.43 | 2.43 | 2.43 |
| Citrus Site Swale | Hurricane Irma | 36.42 | -1.75 | 0.07 | 0.36 | 0.30 | 0.33 |
| Citrus Swale Pipe | Hurricane Irma | 47.95 | -0.07 | 0.14 | 3.82 | 3.82 | 3.82 |
| D-200 - Pipe | Hurricane Irma | 73.94 | 0.00 | 0.30 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | Hurricane Irma | 73.94 | 0.00 | 0.59 | 0.20 | 0.20 | 0.20 |
| EX-0 | Hurricane Irma | 454.39 | 0.00 | -40.99 | 7.16 | 7.10 | 7.13 |
| EX-1 | Hurricane Irma | 170.19 | 0.00 | 9.25 | 8.51 | 8.53 | 8.52 |
| EX-2 | Hurricane Irma | 38.21 | -11.67 | 2.26 | 7.78 | 8.11 | 7.95 |
| EX-3_1 | Hurricane Irma | 15.94 | -5.39 | -1.10 | 5.08 | 5.08 | 5.08 |
| EX-3_2 | Hurricane Irma | 15.94 | -5.39 | -1.10 | 5.08 | 5.08 | 5.08 |
| P-100 | Hurricane Irma | 6.18 | 0.00 | 0.01 | 5.03 | 11.31 | 8.15 |
5/16/2023 17:33
===== PAGE 81 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-101-104 | Hurricane Irma | 10.62 | 0.00 | -0.02 | 6.01 | 6.75 | 6.37 |
| P-101-TW-South | Hurricane Irma | 0.00 | -4.10 | -0.02 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | Hurricane Irma | 2.71 | 0.00 | 0.00 | 2.44 | 3.54 | 2.99 |
| P-102C-102B | Hurricane Irma | 1.04 | 0.00 | 0.00 | 1.76 | 2.94 | 2.35 |
| P-102D-102C | Hurricane Irma | 0.74 | -0.04 | 0.00 | 0.94 | 1.35 | 1.15 |
| P-103-105_1 | Hurricane Irma | 8.30 | 0.00 | 0.57 | 4.70 | 5.23 | 4.95 |
| P-103-105_2 | Hurricane Irma | 12.51 | 0.00 | 0.56 | 7.08 | 7.24 | 7.15 |
| P-103-105_3 | Hurricane Irma | 12.24 | 0.00 | 0.57 | 6.93 | 7.11 | 7.02 |
| P-103-105_4 | Hurricane Irma | 11.38 | 0.00 | -0.57 | 6.44 | 6.62 | 6.53 |
| P-104-102 | Hurricane Irma | 109.25 | 0.00 | 0.05 | 4.97 | 6.52 | 5.75 |
| P-113-112 | Hurricane Irma | 458.45 | 0.00 | 26.95 | 7.17 | 10.20 | 8.69 |
| P-180-104 | Hurricane Irma | 13.74 | 0.00 | 0.01 | 7.77 | 9.28 | 8.05 |
| P-199-104 | Hurricane Irma | 59.07 | -0.08 | -9.77 | 6.14 | 6.14 | 6.14 |
| P-203-202 | Hurricane Irma | 0.46 | 0.00 | -0.01 | 1.47 | 1.72 | 1.60 |
| P-203-304 | Hurricane Irma | 1.52 | 0.00 | 0.00 | 1.47 | 3.28 | 2.37 |
| P-204-202 | Hurricane Irma | 8.48 | 0.00 | 0.10 | 4.80 | 5.97 | 5.38 |
| P-205-204 | Hurricane Irma | 6.13 | 0.00 | 0.02 | 3.47 | 4.55 | 4.01 |
| P-206-205 | Hurricane Irma | 5.69 | 0.00 | -0.01 | 3.28 | 4.70 | 3.99 |
| P-207-206 | Hurricane Irma | 4.26 | 0.00 | 0.02 | 2.83 | 3.70 | 2.78 |
| P-209-208 | Hurricane Irma | 1.37 | 0.00 | 0.03 | 1.96 | 3.54 | 2.75 |
| P-304-302 | Hurricane Irma | 12.16 | 0.00 | 0.01 | 3.89 | 5.45 | 4.67 |
| P-308-305 | Hurricane Irma | 1.40 | 0.00 | 0.00 | 1.96 | 3.16 | 2.56 |
| P-403 | Hurricane Irma | 3.04 | 0.00 | -0.02 | 2.61 | 5.57 | 4.09 |
| P-409-PEACE | Hurricane | 1.57 | -0.62 | 0.02 | 2.06 | 5.53 | 3.79 |
5/16/2023 17:33
===== PAGE 82 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Irma | | | | | | |
| P-503-501 | Hurricane Irma | 5.27 | 0.00 | 0.00 | 3.14 | 4.83 | 3.98 |
| P-503-601 | Hurricane Irma | 2.69 | -2.37 | -0.01 | -1.70 | 3.82 | 2.67 |
| P-602-601 | Hurricane Irma | 9.90 | 0.00 | -0.01 | 3.41 | 5.42 | 4.42 |
| P-603-602 | Hurricane Irma | 9.32 | -0.06 | -1.57 | 5.69 | 8.11 | 6.90 |
| P-603A | Hurricane Irma | 5.64 | 0.00 | -0.01 | 3.19 | 5.47 | 4.10 |
| P-606-603 | Hurricane Irma | 13.80 | 0.00 | -0.02 | 4.39 | 6.19 | 5.29 |
| P-606-604 | Hurricane Irma | 1.43 | 0.00 | 0.00 | 1.92 | 2.81 | 2.37 |
| P-606-811 | Hurricane Irma | 11.20 | -6.83 | -0.09 | 3.57 | 3.84 | 3.57 |
| P-607-200 | Hurricane Irma | 5.45 | 0.00 | 0.02 | 3.08 | 4.94 | 4.00 |
| P-607-600 | Hurricane Irma | 3.82 | 0.00 | 0.00 | 2.62 | 4.33 | 3.47 |
| P-609-404 | Hurricane Irma | 6.24 | 0.00 | 0.00 | 2.79 | 4.66 | 3.72 |
| P-803-812 | Hurricane Irma | 9.60 | -1.31 | -0.07 | 3.05 | 3.05 | 3.05 |
| P-808-813 | Hurricane Irma | 3.75 | -2.36 | 0.02 | -1.86 | 1.71 | 1.45 |
| P-811-808 | Hurricane Irma | 5.52 | -2.39 | -0.06 | 2.33 | 3.16 | 2.72 |
| P-813-803 | Hurricane Irma | 2.79 | -3.01 | 0.02 | 1.29 | -3.47 | -2.23 |
| P-814-TW-West | Hurricane Irma | 5.68 | 0.00 | 0.00 | 2.74 | 4.52 | 3.63 |
| P-815-812 | Hurricane Irma | 1.96 | -0.06 | -0.07 | 1.55 | 3.22 | 2.39 |
| P-Citrus Outfall | Hurricane Irma | 42.99 | -4.91 | 0.09 | 4.28 | 4.87 | 4.56 |
| W-100-111 | Hurricane Irma | 34.01 | 0.00 | 0.04 | 1.46 | 1.46 | 1.46 |
| W-100-Citrus Outfall | Hurricane Irma | 1.28 | 0.00 | 0.00 | 1.13 | 1.13 | 1.13 |
| W-101-104 | Hurricane Irma | 10.87 | 0.00 | -0.03 | 1.69 | 1.69 | 1.69 |
| W-102-102A | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102A-207 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 83 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-102B-102 | Hurricane Irma | 1.50 | 0.00 | 0.00 | 1.15 | 1.15 | 1.15 |
| W-102C-102 | Hurricane Irma | 65.85 | 0.00 | -0.02 | 1.60 | 1.60 | 1.60 |
| W-102C-102B | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102D-102 | Hurricane Irma | 151.38 | 0.00 | 0.10 | 2.34 | 2.34 | 2.34 |
| W-102D-102C | Hurricane Irma | 66.05 | -0.88 | 0.04 | 1.44 | 1.44 | 1.44 |
| W-103-101 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | Hurricane Irma | 26.25 | 0.00 | -0.03 | 0.95 | 0.95 | 0.95 |
| W-103-TW-West | Hurricane Irma | 0.31 | 0.00 | 0.00 | 0.78 | 0.78 | 0.78 |
| W-104-102 | Hurricane Irma | 110.06 | 0.00 | -0.04 | 1.40 | 1.40 | 1.40 |
| W-104-102D | Hurricane Irma | 217.57 | 0.00 | 0.11 | 1.72 | 1.72 | 1.72 |
| W-105-110 | Hurricane Irma | 237.48 | 0.00 | -0.07 | 1.73 | 1.73 | 1.73 |
| W-106-105 | Hurricane Irma | 47.62 | 0.00 | 0.02 | 1.37 | 1.37 | 1.37 |
| W-107-106 | Hurricane Irma | 3.51 | 0.00 | 0.00 | 1.05 | 1.05 | 1.05 |
| W-107-TW-West | Hurricane Irma | 1.79 | 0.00 | 0.00 | 0.89 | 0.89 | 0.89 |
| W-110-Citrus Outfall | Hurricane Irma | 273.40 | 0.00 | -0.08 | 2.94 | 2.94 | 2.94 |
| W-111-104 | Hurricane Irma | 3.51 | 0.00 | 0.00 | 1.50 | 1.50 | 1.50 |
| W-112-PEACE | Hurricane Irma | 460.20 | 0.00 | -6.61 | 2.19 | 2.19 | 2.19 |
| W-113-112 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-114-113 | Hurricane Irma | 3.10 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
| W-180-101 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | Hurricane Irma | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-199 | Hurricane Irma | 28.74 | 0.00 | 0.02 | 2.07 | 2.07 | 2.07 |
| W-181-180 | Hurricane | 25.38 | 0.00 | 0.04 | 0.99 | 0.99 | 0.99 |
5/16/2023 17:33
===== PAGE 84 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Irma | | | | | | |
| W-181-TW-South | Hurricane Irma | 12.77 | 0.00 | 0.02 | 0.74 | 0.74 | 0.74 |
| W-198-199 | Hurricane Irma | 35.60 | 0.00 | -0.03 | 1.56 | 1.56 | 1.56 |
| W-198-Peace River1 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-200-111 | Hurricane Irma | 0.00 | -35.50 | -0.04 | 0.00 | 0.00 | 0.00 |
| W-200-201 | Hurricane Irma | 9.77 | 0.00 | -0.02 | 1.09 | 1.09 | 1.09 |
| W-200-609 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-201-202 | Hurricane Irma | 162.51 | 0.00 | -0.12 | 3.00 | 3.00 | 3.00 |
| W-202-203 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-202-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-308 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-209 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-112 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | Hurricane Irma | 1.26 | 0.00 | 0.00 | 1.13 | 1.13 | 1.13 |
| W-205-209 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-112 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-113 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-205 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-113 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-206 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-208-PEACE | Hurricane Irma | 171.04 | 0.00 | -0.41 | 2.17 | 2.17 | 2.17 |
5/16/2023 17:33
===== PAGE 85 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-209-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-300-302 | Hurricane Irma | 72.47 | -10.81 | 69.93 | 1.46 | 1.46 | 1.46 |
| W-302-305 | Hurricane Irma | 112.64 | -17.67 | 105.01 | -0.89 | -0.89 | -0.89 |
| W-303-300 | Hurricane Irma | 6.25 | 0.00 | 0.00 | 1.28 | 1.28 | 1.28 |
| W-303-302 | Hurricane Irma | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-302 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-305 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-308 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | Hurricane Irma | 66.28 | -1.03 | 17.53 | 1.58 | 1.58 | 1.58 |
| W-305-PEACE | Hurricane Irma | 108.83 | -24.23 | 83.61 | 0.90 | 0.90 | 0.90 |
| W-306-PEACE | Hurricane Irma | 72.71 | -8.14 | 1.81 | 1.20 | 1.20 | 1.20 |
| W-308-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | Hurricane Irma | 53.28 | 0.00 | -0.03 | 2.24 | 2.24 | 2.24 |
| W-401-300 | Hurricane Irma | 25.30 | -0.56 | 1.44 | 1.67 | 1.67 | 1.67 |
| W-401-302 | Hurricane Irma | 53.56 | -6.44 | 46.09 | 0.90 | 0.90 | 0.90 |
| W-401-402 | Hurricane Irma | 46.92 | -9.88 | -32.87 | 0.64 | 0.64 | 0.64 |
| W-402-302 | Hurricane Irma | 3.45 | -0.19 | 3.21 | 1.58 | 1.58 | 1.58 |
| W-402-305 | Hurricane Irma | 4.31 | -1.58 | 1.48 | -0.24 | -0.24 | -0.24 |
| W-402-407 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-404-400 | Hurricane Irma | 26.88 | 0.00 | 0.01 | 1.47 | 1.47 | 1.47 |
| W-406-402 | Hurricane | 6.96 | 0.00 | 0.00 | 1.67 | 1.67 | 1.67 |
5/16/2023 17:33
===== PAGE 86 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Irma | | | | | | |
| W-407-305 | Hurricane Irma | 31.90 | -11.46 | -3.97 | 2.77 | 2.77 | 2.77 |
| W-407-408 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | Hurricane Irma | 6.85 | -26.84 | 0.70 | -0.84 | -0.84 | -0.84 |
| W-409-PEACE | Hurricane Irma | 2.04 | -0.54 | 0.06 | -0.21 | -0.21 | -0.21 |
| W-500-501 | Hurricane Irma | 13.87 | 0.00 | 0.01 | 0.74 | 0.74 | 0.74 |
| W-501-403 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-406 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | Hurricane Irma | 7.06 | 0.00 | -0.01 | 0.82 | 0.82 | 0.82 |
| W-503-609 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-600-601 | Hurricane Irma | 71.21 | 0.00 | -0.03 | 1.51 | 1.51 | 1.51 |
| W-600-609 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-601-503 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | Hurricane Irma | 9.79 | 0.00 | 0.01 | 0.94 | 0.94 | 0.94 |
| W-603-600 | Hurricane Irma | 34.51 | 0.00 | 0.02 | 1.13 | 1.13 | 1.13 |
| W-603-602 | Hurricane Irma | 9.92 | 0.00 | 0.00 | 1.53 | 1.53 | 1.53 |
| W-604-605 | Hurricane Irma | 9.59 | 0.00 | 0.00 | 1.03 | 1.03 | 1.03 |
| W-604-Peace Trib1 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-605-Peace Trib1 | Hurricane Irma | 15.60 | 0.00 | 0.01 | 1.14 | 1.14 | 1.14 |
| W-606-603 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | Hurricane Irma | 8.97 | 0.00 | -0.01 | 0.85 | 0.85 | 0.85 |
| W-607-603 | Hurricane Irma | 21.74 | 0.00 | 0.01 | 1.18 | 1.18 | 1.18 |
| W-608-606 | Hurricane Irma | 16.54 | 0.00 | 0.01 | 1.27 | 1.27 | 1.27 |
| W-608-819 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 87 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-609-601 | Hurricane Irma | 23.77 | 0.00 | -0.01 | 1.64 | 1.64 | 1.64 |
| W-801-803 | Hurricane Irma | 10.29 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-801-TW-N orth | Hurricane Irma | 0.61 | 0.00 | 0.00 | 0.61 | 0.61 | 0.61 |
| W-803-605 | Hurricane Irma | 3.10 | 0.00 | 0.00 | 1.19 | 1.19 | 1.19 |
| W-803-812 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | Hurricane Irma | 39.96 | 0.00 | -0.01 | 2.76 | 2.76 | 2.76 |
| W-806-805 | Hurricane Irma | 38.44 | 0.00 | 0.02 | 1.44 | 1.44 | 1.44 |
| W-806-TW-W est | Hurricane Irma | 13.69 | 0.00 | 0.01 | 1.58 | 1.58 | 1.58 |
| W-807-806 | Hurricane Irma | 41.91 | -57.98 | 0.05 | -1.28 | -1.28 | -1.28 |
| W-808-813 | Hurricane Irma | 3.64 | -1.10 | 0.00 | 0.78 | 0.78 | 0.78 |
| W-808-818 | Hurricane Irma | 53.12 | 0.00 | 0.04 | 1.32 | 1.32 | 1.32 |
| W-809-807 | Hurricane Irma | 7.84 | -3.13 | -0.01 | 1.43 | 1.43 | 1.43 |
| W-809-TW-W est | Hurricane Irma | 0.38 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-810-808 | Hurricane Irma | 1.16 | 0.00 | 0.00 | 1.08 | 1.08 | 1.08 |
| W-810-812 | Hurricane Irma | 2.62 | 0.00 | 0.00 | 0.69 | 0.69 | 0.69 |
| W-811-808 | Hurricane Irma | 38.99 | -3.80 | -0.10 | 1.26 | 1.26 | 1.26 |
| W-811-818 | Hurricane Irma | 3.64 | 0.00 | 0.00 | 1.21 | 1.21 | 1.21 |
| W-812-807 | Hurricane Irma | 25.62 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-813-803 | Hurricane Irma | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-813-812 | Hurricane Irma | 0.91 | 0.00 | 0.00 | 0.59 | 0.59 | 0.59 |
| W-814-809 | Hurricane Irma | 4.11 | -5.29 | -0.01 | 1.03 | 1.03 | 1.03 |
| W-815-809 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | Hurricane Irma | 0.44 | 0.00 | 0.00 | 0.65 | 0.65 | 0.65 |
| W-816-806 | Hurricane | 2.04 | 0.00 | 0.00 | 0.60 | 0.60 | 0.60 |
5/16/2023 17:33
===== PAGE 88 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Irma | | | | | | |
| W-817-106 | Hurricane Irma | 0.46 | 0.00 | 0.00 | 0.99 | 0.99 | 0.99 |
| W-817-806 | Hurricane Irma | 12.15 | 0.00 | -0.01 | 0.87 | 0.87 | 0.87 |
| W-818-807 | Hurricane Irma | 89.10 | 0.00 | 0.05 | 1.53 | 1.53 | 1.53 |
| W-819-811 | Hurricane Irma | 8.87 | 0.00 | 0.01 | 0.99 | 0.99 | 0.99 |
| W-819-818 | Hurricane Irma | 0.22 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-Citrus Outfall-104 | Hurricane Irma | 291.66 | 0.00 | 0.12 | 2.11 | 2.11 | 2.11 |
Link Min/Max Conditions [PD&E]
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| CD-1 | 100YR24HR | 348.87 | 0.00 | 13.75 | 6.57 | 8.67 | 7.62 |
| CD-2 | 100YR24HR | 73.39 | -0.01 | -0.06 | 7.48 | 8.51 | 7.99 |
| CD-5 | 100YR24HR | 36.24 | 0.00 | 0.58 | 7.77 | 8.11 | 7.94 |
| CD-6 | 100YR24HR | 141.57 | -0.05 | 0.25 | 4.90 | 7.64 | 6.27 |
| Citrus Outfall - Pipe | 100YR24HR | 39.33 | -32.13 | 0.03 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | 100YR24HR | 0.25 | -0.63 | 0.00 | -3.52 | -3.52 | -3.52 |
| Citrus Outfall - Weir: 2 | 100YR24HR | 15.19 | -29.62 | 0.02 | -2.69 | -2.69 | -2.69 |
| Citrus Outfall - Weir: 3 | 100YR24HR | 23.95 | -10.41 | 0.03 | -1.55 | -1.55 | -1.55 |
| Citrus Pond Pipes | 100YR24HR | 13.75 | -0.02 | 0.01 | 2.19 | 2.19 | 2.19 |
| Citrus Pond Pipes NEW | 100YR24HR | 22.92 | -0.02 | 0.02 | 2.38 | 2.38 | 2.38 |
| Citrus Site Swale | 100YR24HR | 95.26 | -0.03 | -0.09 | 0.59 | 0.58 | 0.59 |
| Citrus Swale Pipe | 100YR24HR | 94.54 | -0.06 | 0.04 | 7.52 | 7.52 | 7.52 |
| D-200 - Pipe | 100YR24HR | 84.29 | 0.00 | 0.31 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | 100YR24HR | 84.29 | 0.00 | 0.61 | 0.21 | 0.21 | 0.21 |
| EX-0 | 100YR24HR | 547.15 | 0.00 | -43.23 | 8.55 | 25.65 | 16.35 |
| EX-3_1 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| EX-3_2 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
===== PAGE 89 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-100 | 100YR24HR | 6.59 | 0.00 | -0.01 | 5.37 | 11.53 | 8.45 |
| P-101-104 | 100YR24HR | 10.96 | 0.00 | -0.02 | 6.20 | 6.89 | 6.54 |
| P-101-TW-South | 100YR24HR | 2.68 | -4.10 | 0.04 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | 100YR24HR | 5.18 | 0.00 | 0.01 | 3.11 | 4.33 | 3.70 |
| P-102C-102B | 100YR24HR | 1.33 | 0.00 | 0.00 | 1.90 | 3.16 | 2.53 |
| P-102D-102C | 100YR24HR | 0.98 | -0.05 | 0.00 | 1.07 | 1.56 | 1.29 |
| P-103-105_1 | 100YR24HR | 8.81 | 0.00 | -0.57 | 4.98 | 5.44 | 5.20 |
| P-103-105_2 | 100YR24HR | 12.86 | 0.00 | -0.57 | 7.27 | 7.47 | 7.37 |
| P-103-105_3 | 100YR24HR | 12.59 | 0.00 | -0.57 | 7.12 | 7.32 | 7.22 |
| P-103-105_4 | 100YR24HR | 11.76 | 0.00 | -0.57 | 6.65 | 6.84 | 6.75 |
| P-104-102 | 100YR24HR | 112.42 | 0.00 | 0.03 | 5.03 | 6.57 | 5.80 |
| P-113-112 | 100YR24HR | 550.81 | 0.00 | 43.16 | 8.61 | 10.21 | 9.14 |
| P-180-104 | 100YR24HR | 13.78 | 0.00 | -0.01 | 7.80 | 9.40 | 8.43 |
| P-199-104 | 100YR24HR | 66.08 | 0.00 | -5.39 | 6.87 | 13.27 | 9.38 |
| P-203-202 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-203-304 | 100YR24HR | 5.02 | 0.00 | 0.00 | 2.84 | 4.77 | 3.81 |
| P-204-202 | 100YR24HR | 14.50 | 0.00 | -0.10 | 8.21 | 8.45 | 8.33 |
| P-205-204 | 100YR24HR | 6.49 | 0.00 | 0.57 | 3.67 | 4.56 | 4.03 |
| P-206-205 | 100YR24HR | 9.25 | 0.00 | 0.57 | 5.23 | 5.72 | 5.48 |
| P-207-206 | 100YR24HR | 7.89 | 0.00 | 0.54 | 4.46 | 4.46 | 4.46 |
| P-209-208 | 100YR24HR | 3.27 | 0.00 | -0.03 | 2.55 | 4.45 | 3.49 |
| P-304-302 | 100YR24HR | 16.52 | 0.00 | 1.19 | 5.26 | 6.20 | 5.72 |
| P-308-305 | 100YR24HR | 4.24 | 0.00 | 0.00 | 2.81 | 4.48 | 3.65 |
| P-403 | 100YR24HR | 6.08 | 0.00 | -0.02 | 3.46 | 6.45 | 4.81 |
| P-409-PEACE | 100YR24HR | 4.10 | 0.00 | 0.02 | 2.78 | 7.27 | 5.03 |
| P-503-501 | 100YR24HR | 7.18 | 0.00 | -0.45 | 4.06 | 5.16 | 4.61 |
| P-503-601 | 100YR24HR | 5.27 | -2.92 | -0.03 | 2.98 | 4.86 | 3.92 |
| P-602-601 | 100YR24HR | 10.19 | 0.00 | 0.01 | 3.45 | 5.51 | 4.48 |
| P-603-602 | 100YR24HR | 9.90 | -0.06 | 0.50 | 4.73 | 5.76 | 4.92 |
| P-603A | 100YR24HR | 5.93 | 0.00 | -0.01 | 3.35 | 5.96 | 4.66 |
| P-606-603 | 100YR24HR | 14.60 | 0.00 | -0.03 | 4.65 | 6.34 | 5.48 |
| P-606-604 | 100YR24HR | 2.12 | 0.00 | 0.00 | 2.14 | 3.12 | 2.63 |
| P-606-811 | 100YR24HR | 13.99 | -6.61 | -0.05 | 4.45 | 4.45 | 4.45 |
| P-607-200 | 100YR24HR | 5.70 | 0.00 | 0.02 | 3.23 | 5.02 | 4.12 |
| P-607-600 | 100YR24HR | 4.18 | 0.00 | 0.00 | 2.71 | 4.48 | 3.60 |
| P-609-404 | 100YR24HR | 7.60 | 0.00 | 0.00 | 3.01 | 4.95 | 3.98 |
| P-803-812 | 100YR24HR | 12.77 | -0.71 | -0.06 | 4.07 | 4.07 | 4.07 |
| P-808-813 | 100YR24HR | 5.57 | -4.99 | 0.04 | -2.70 | 2.15 | -2.22 |
| P-811-808 | 100YR24HR | 6.99 | -0.35 | -0.01 | 2.66 | 4.74 | 3.66 |
| P-813-803 | 100YR24HR | 3.28 | -4.69 | 0.04 | -1.54 | -3.42 | -2.43 |
| P-814-TW-West | 100YR24HR | 6.01 | 0.00 | 0.00 | 2.80 | 4.59 | 3.69 |
| P-815-812 | 100YR24HR | 7.75 | 0.00 | -0.03 | 2.76 | 3.70 | 3.22 |
| P-Citrus Outfall | 100YR24HR | 51.92 | -2.68 | 0.04 | 4.73 | 5.39 | 5.06 |
| W-100-111 | 100YR24HR | 90.47 | 0.00 | 0.04 | 1.71 | 1.71 | 1.71 |
5/16/2023 17:33
===== PAGE 90 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-100-Citrus Outfall | 100YR24HR | 5.13 | 0.00 | 0.00 | 1.43 | 1.43 | 1.43 |
| W-101-104 | 100YR24HR | 19.69 | 0.00 | -0.03 | 1.90 | 1.90 | 1.90 |
| W-102-102A | 100YR24HR | 5.67 | 0.00 | -0.01 | 1.06 | 1.06 | 1.06 |
| W-102A-207 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102B-102 | 100YR24HR | 2.17 | 0.00 | 0.00 | 1.26 | 1.26 | 1.26 |
| W-102C-102 | 100YR24HR | 90.93 | 0.00 | -0.03 | 1.74 | 1.74 | 1.74 |
| W-102C-102B | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102D-102 | 100YR24HR | 183.52 | 0.00 | 0.09 | 2.41 | 2.41 | 2.41 |
| W-102D-102C | 100YR24HR | 91.10 | -1.58 | 0.04 | 1.54 | 1.54 | 1.54 |
| W-103-101 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | 100YR24HR | 131.15 | 0.00 | 0.13 | 1.11 | 1.11 | 1.11 |
| W-103-TW-West | 100YR24HR | 1.65 | 0.00 | 0.00 | 1.15 | 1.15 | 1.15 |
| W-104-102 | 100YR24HR | 155.32 | 0.00 | -0.05 | 1.53 | 1.53 | 1.53 |
| W-104-102D | 100YR24HR | 275.10 | 0.00 | 0.12 | 1.83 | 1.83 | 1.83 |
| W-105-110 | 100YR24HR | 337.23 | 0.00 | 0.10 | 1.75 | 1.75 | 1.75 |
| W-106-105 | 100YR24HR | 63.70 | 0.00 | 0.02 | 1.40 | 1.40 | 1.40 |
| W-107-106 | 100YR24HR | 8.09 | 0.00 | 0.01 | 1.04 | 1.04 | 1.04 |
| W-107-TW-West | 100YR24HR | 3.89 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
| W-110-Citrus Outfall | 100YR24HR | 393.43 | 0.00 | 0.12 | 2.94 | 2.94 | 2.94 |
| W-111-104 | 100YR24HR | 7.37 | 0.00 | 0.00 | 1.80 | 1.80 | 1.80 |
| W-112-PEACE | 100YR24HR | 552.37 | 0.00 | -5.21 | 2.59 | 2.59 | 2.59 |
| W-113-112 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-114-113 | 100YR24HR | 4.90 | 0.00 | 0.00 | 1.10 | 1.10 | 1.10 |
| W-180-101 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | 100YR24HR | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-199 | 100YR24HR | 29.99 | 0.00 | 0.02 | 2.09 | 2.09 | 2.09 |
| W-181-180 | 100YR24HR | 26.56 | 0.00 | 0.02 | 1.00 | 1.00 | 1.00 |
| W-181-TW-South | 100YR24HR | 13.84 | 0.00 | 0.01 | 0.75 | 0.75 | 0.75 |
| W-198-199 | 100YR24HR | 47.10 | 0.00 | -0.03 | 1.54 | 1.54 | 1.54 |
| W-198-Peace River1 | 100YR24HR | 0.41 | 0.00 | 0.00 | 0.79 | 0.79 | 0.79 |
| W-200-111 | 100YR24HR | 0.00 | -96.60 | -0.04 | 0.00 | 0.00 | 0.00 |
| W-200-201 | 100YR24HR | 100.65 | 0.00 | 0.08 | 1.46 | 1.46 | 1.46 |
| W-200-609 | 100YR24HR | 1.93 | 0.00 | 0.00 | 0.91 | 0.91 | 0.91 |
| W-201-202 | 100YR24HR | 350.57 | 0.00 | 0.13 | 3.64 | 3.64 | 3.64 |
| W-202-203 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-202-208 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-308 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | 100YR24HR | 2.38 | 0.00 | 0.01 | 1.10 | 1.10 | 1.10 |
5/16/2023 17:33
===== PAGE 91 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-204-209 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-112 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | 100YR24HR | 7.92 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-205-209 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-112 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-113 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-205 | 100YR24HR | 1.63 | 0.00 | 0.00 | 1.08 | 1.08 | 1.08 |
| W-207-113 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-206 | 100YR24HR | 0.04 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-208-PEACE | 100YR24HR | 350.74 | 0.00 | -0.27 | 2.53 | 2.53 | 2.53 |
| W-209-208 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-300-302 | 100YR24HR | 55.83 | -7.22 | -48.37 | 1.53 | 1.53 | 1.53 |
| W-302-305 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | 100YR24HR | 15.79 | 0.00 | 0.00 | 1.62 | 1.62 | 1.62 |
| W-303-302 | 100YR24HR | 1.89 | 0.00 | 0.00 | 0.91 | 0.91 | 0.91 |
| W-304-302 | 100YR24HR | 22.45 | 0.00 | 0.02 | 1.95 | 1.95 | 1.95 |
| W-304-305 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-308 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | 100YR24HR | 69.58 | 0.00 | -0.09 | 1.59 | 1.59 | 1.59 |
| W-305-PEACE | 100YR24HR | 5.04 | 0.00 | 0.00 | 0.91 | 0.91 | 0.91 |
| W-306-PEACE | 100YR24HR | 77.90 | 0.00 | -0.10 | 1.22 | 1.22 | 1.22 |
| W-308-208 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | 100YR24HR | 98.79 | 0.00 | 0.03 | 2.39 | 2.39 | 2.39 |
| W-401-300 | 100YR24HR | 53.27 | 0.00 | -1.45 | 1.67 | 1.67 | 1.67 |
| W-401-302 | 100YR24HR | 51.46 | 0.00 | -34.91 | 0.98 | 0.98 | 0.98 |
| W-401-402 | 100YR24HR | 1.41 | -18.06 | -0.62 | -0.55 | -0.55 | -0.55 |
| W-402-302 | 100YR24HR | 5.04 | 0.00 | -1.77 | 1.74 | 1.74 | 1.74 |
| W-402-305 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-404-400 | 100YR24HR | 45.07 | 0.00 | 0.01 | 1.70 | 1.70 | 1.70 |
| W-406-402 | 100YR24HR | 13.10 | 0.00 | 0.01 | 1.95 | 1.95 | 1.95 |
| W-407-305 | 100YR24HR | 4.33 | 0.00 | 0.00 | 1.86 | 1.86 | 1.86 |
| W-407-408 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | 100YR24HR | 7.82 | 0.00 | 0.01 | 0.68 | 0.68 | 0.68 |
| W-409-PEACE | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-500-501 | 100YR24HR | 19.50 | 0.00 | 0.03 | 0.81 | 0.81 | 0.81 |
| W-501-403 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-406 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | 100YR24HR | 17.53 | 0.00 | 0.01 | 0.97 | 0.97 | 0.97 |
| W-503-609 | 100YR24HR | 4.50 | -1.22 | 0.01 | 1.05 | 1.05 | 1.05 |
| W-600-601 | 100YR24HR | 103.07 | -9.45 | -0.08 | 1.50 | 1.50 | 1.50 |
| W-600-609 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-601-503 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | 100YR24HR | 15.72 | 0.00 | 0.01 | 1.07 | 1.07 | 1.07 |
5/16/2023 17:33
===== PAGE 92 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-603-600 | 100YR24HR | 58.21 | 0.00 | 0.03 | 1.22 | 1.22 | 1.22 |
| W-603-602 | 100YR24HR | 15.72 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-604-605 | 100YR24HR | 13.08 | 0.00 | 0.01 | 1.14 | 1.14 | 1.14 |
| W-604-Peace Trib1 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-605-Peace Trib1 | 100YR24HR | 20.19 | 0.00 | -0.01 | 1.14 | 1.14 | 1.14 |
| W-606-603 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | 100YR24HR | 37.53 | 0.00 | 0.03 | 1.17 | 1.17 | 1.17 |
| W-607-603 | 100YR24HR | 39.36 | 0.00 | 0.02 | 1.26 | 1.26 | 1.26 |
| W-608-606 | 100YR24HR | 36.68 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-608-819 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | 100YR24HR | 50.14 | 0.00 | 0.03 | 1.64 | 1.64 | 1.64 |
| W-801-803 | 100YR24HR | 18.70 | 0.00 | -0.01 | 1.13 | 1.13 | 1.13 |
| W-801-TW-N orth | 100YR24HR | 1.32 | 0.00 | 0.00 | 0.68 | 0.68 | 0.68 |
| W-803-605 | 100YR24HR | 3.85 | 0.00 | 0.00 | 1.23 | 1.23 | 1.23 |
| W-803-812 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | 100YR24HR | 74.27 | 0.00 | 0.02 | 3.19 | 3.19 | 3.19 |
| W-806-805 | 100YR24HR | 69.21 | 0.00 | 0.04 | 1.68 | 1.68 | 1.68 |
| W-806-TW-W est | 100YR24HR | 30.28 | 0.00 | 0.02 | 1.58 | 1.58 | 1.58 |
| W-807-806 | 100YR24HR | 77.07 | -133.27 | 0.05 | -1.63 | -1.63 | -1.63 |
| W-808-813 | 100YR24HR | 19.53 | -1.39 | -0.02 | 0.99 | 0.99 | 0.99 |
| W-808-818 | 100YR24HR | 67.32 | 0.00 | 0.02 | 1.32 | 1.32 | 1.32 |
| W-809-807 | 100YR24HR | 9.83 | -2.57 | -0.03 | 1.51 | 1.51 | 1.51 |
| W-809-TW-W est | 100YR24HR | 1.77 | 0.00 | 0.00 | 0.64 | 0.64 | 0.64 |
| W-810-808 | 100YR24HR | 1.84 | 0.00 | 0.00 | 1.20 | 1.20 | 1.20 |
| W-810-812 | 100YR24HR | 7.26 | 0.00 | 0.00 | 0.83 | 0.83 | 0.83 |
| W-811-808 | 100YR24HR | 78.91 | -3.37 | -0.13 | 1.42 | 1.42 | 1.42 |
| W-811-818 | 100YR24HR | 4.53 | 0.00 | 0.00 | 1.28 | 1.28 | 1.28 |
| W-812-807 | 100YR24HR | 31.25 | 0.00 | 0.02 | 1.11 | 1.11 | 1.11 |
| W-813-803 | 100YR24HR | 0.14 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-813-812 | 100YR24HR | 1.82 | 0.00 | 0.00 | 0.68 | 0.68 | 0.68 |
| W-814-809 | 100YR24HR | 16.56 | -5.45 | -0.02 | 1.17 | 1.17 | 1.17 |
| W-815-809 | 100YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | 100YR24HR | 1.16 | 0.00 | 0.00 | 0.76 | 0.76 | 0.76 |
| W-816-806 | 100YR24HR | 6.50 | 0.00 | 0.01 | 0.70 | 0.70 | 0.70 |
| W-817-106 | 100YR24HR | 0.88 | 0.00 | 0.00 | 0.99 | 0.99 | 0.99 |
| W-817-806 | 100YR24HR | 22.55 | 0.00 | 0.01 | 0.97 | 0.97 | 0.97 |
| W-818-807 | 100YR24HR | 117.35 | 0.00 | -0.03 | 1.65 | 1.65 | 1.65 |
| W-819-811 | 100YR24HR | 14.71 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-819-818 | 100YR24HR | 0.81 | 0.00 | 0.00 | 0.71 | 0.71 | 0.71 |
| W-Citrus Outfall-104 | 100YR24HR | 383.17 | 0.00 | 0.14 | 2.28 | 2.28 | 2.28 |
5/16/2023 17:33
===== PAGE 93 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| CD-1 | 500YR24HR | 587.70 | 0.00 | 41.78 | 9.18 | 9.57 | 9.19 |
| CD-2 | 500YR24HR | 101.16 | -0.01 | 0.06 | 10.30 | 10.68 | 10.49 |
| CD-5 | 500YR24HR | 45.47 | 0.00 | 0.58 | 9.75 | 10.17 | 9.96 |
| CD-6 | 500YR24HR | 201.22 | -0.05 | 0.29 | 6.97 | 8.87 | 7.92 |
| Citrus Outfall - Pipe | 500YR24HR | 72.94 | -24.20 | -1.56 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | 500YR24HR | 0.42 | -0.64 | 0.02 | -3.56 | -3.56 | -3.56 |
| Citrus Outfall - Weir: 2 | 500YR24HR | 25.94 | -23.75 | -3.15 | -2.42 | -2.42 | -2.42 |
| Citrus Outfall - Weir: 3 | 500YR24HR | 46.57 | -5.95 | 0.02 | 2.36 | 2.36 | 2.36 |
| Citrus Pond Pipes | 500YR24HR | 26.37 | -1.19 | 0.01 | 4.20 | 4.20 | 4.20 |
| Citrus Pond Pipes NEW | 500YR24HR | 43.95 | -1.99 | 0.01 | 4.57 | 4.57 | 4.57 |
| Citrus Site Swale | 500YR24HR | 136.34 | -0.02 | -0.08 | 0.64 | 0.64 | 0.64 |
| Citrus Swale Pipe | 500YR24HR | 130.31 | -0.07 | -0.04 | 10.37 | 10.37 | 10.37 |
| D-200 - Pipe | 500YR24HR | 92.17 | 0.00 | -0.33 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | 500YR24HR | 92.17 | 0.00 | -0.65 | 0.22 | 0.22 | 0.22 |
| EX-0 | 500YR24HR | 665.89 | 0.00 | 37.47 | 10.40 | 25.64 | 16.34 |
| EX-3_1 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| EX-3_2 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-100 | 500YR24HR | 6.84 | 0.00 | 0.01 | 5.57 | 11.53 | 8.46 |
| P-101-104 | 500YR24HR | 11.43 | 0.00 | -0.02 | 6.47 | 7.07 | 6.77 |
| P-101-TW-South | 500YR24HR | 4.08 | -4.10 | -0.04 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | 500YR24HR | 9.13 | 0.00 | -0.05 | 5.17 | 5.17 | 5.17 |
| P-102C-102B | 500YR24HR | 2.14 | 0.00 | 0.00 | 2.23 | 3.59 | 2.89 |
| P-102D-102C | 500YR24HR | 1.87 | -0.08 | 0.00 | 1.39 | 1.82 | 1.61 |
| P-103-105_1 | 500YR24HR | 9.18 | 0.00 | -0.57 | 5.19 | 5.59 | 5.39 |
| P-103-105_2 | 500YR24HR | 13.11 | 0.00 | -0.57 | 7.42 | 7.52 | 7.42 |
| P-103-105_3 | 500YR24HR | 12.85 | 0.00 | -0.57 | 7.27 | 7.42 | 7.33 |
| P-103-105_4 | 500YR24HR | 12.04 | 0.00 | -0.57 | 6.81 | 7.00 | 6.91 |
| P-104-102 | 500YR24HR | 124.27 | 0.00 | -0.11 | 5.26 | 6.77 | 5.98 |
| P-113-112 | 500YR24HR | 678.44 | 0.00 | 43.18 | 10.60 | 10.60 | 10.60 |
| P-180-104 | 500YR24HR | 14.59 | 0.00 | -0.02 | 8.26 | 9.34 | 8.26 |
| P-199-104 | 500YR24HR | 76.96 | 0.00 | -2.58 | 8.00 | 8.00 | 8.00 |
| P-203-202 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-203-304 | 500YR24HR | 9.38 | 0.00 | -0.01 | 5.31 | 6.27 | 5.79 |
| P-204-202 | 500YR24HR | 16.55 | 0.00 | -0.10 | 9.37 | 9.63 | 9.50 |
| P-205-204 | 500YR24HR | 10.08 | 0.00 | -0.57 | 5.70 | 5.95 | 5.83 |
| P-206-205 | 500YR24HR | 13.11 | 0.00 | -0.57 | 7.42 | 7.62 | 7.52 |
| P-207-206 | 500YR24HR | 9.82 | 0.00 | 0.45 | 5.56 | 5.56 | 5.56 |
5/16/2023 17:33
===== PAGE 94 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-209-208 | 500YR24HR | 14.74 | 0.00 | 0.59 | 8.34 | 8.57 | 8.45 |
| P-304-302 | 500YR24HR | 19.01 | 0.00 | 1.19 | 6.05 | 6.77 | 6.41 |
| P-308-305 | 500YR24HR | 6.48 | 0.00 | -0.25 | 3.67 | 5.25 | 4.45 |
| P-403 | 500YR24HR | 9.53 | 0.00 | 0.02 | 5.39 | 6.45 | 5.52 |
| P-409-PEACE | 500YR24HR | 5.89 | 0.00 | 0.02 | 3.35 | 8.01 | 5.68 |
| P-503-501 | 500YR24HR | 9.46 | 0.00 | 0.45 | 5.35 | 5.92 | 5.63 |
| P-503-601 | 500YR24HR | 5.53 | -2.22 | -0.01 | 3.13 | 3.89 | 3.30 |
| P-602-601 | 500YR24HR | 10.64 | 0.00 | 0.01 | 3.52 | 5.59 | 4.55 |
| P-603-602 | 500YR24HR | 10.69 | -0.06 | 1.15 | 5.16 | 7.36 | 6.26 |
| P-603A | 500YR24HR | 6.34 | 0.00 | -0.01 | 3.59 | 6.03 | 4.79 |
| P-606-603 | 500YR24HR | 15.39 | 0.00 | -0.03 | 4.90 | 6.50 | 5.70 |
| P-606-604 | 500YR24HR | 3.00 | 0.00 | 0.00 | 2.35 | 3.36 | 2.85 |
| P-606-811 | 500YR24HR | 12.77 | -6.64 | -0.03 | 4.06 | 4.06 | 4.06 |
| P-607-200 | 500YR24HR | 5.98 | 0.00 | 0.02 | 3.38 | 5.11 | 4.23 |
| P-607-600 | 500YR24HR | 4.56 | 0.00 | -0.01 | 2.81 | 4.62 | 3.72 |
| P-609-404 | 500YR24HR | 11.69 | 0.00 | -0.49 | 3.72 | 5.73 | 4.67 |
| P-803-812 | 500YR24HR | 12.22 | -0.71 | -0.06 | 3.89 | 3.89 | 3.89 |
| P-808-813 | 500YR24HR | 5.34 | -3.98 | 0.03 | -2.52 | 1.97 | -2.00 |
| P-811-808 | 500YR24HR | 7.23 | -0.29 | -0.01 | 2.66 | 4.15 | 3.34 |
| P-813-803 | 500YR24HR | 3.45 | -4.84 | 0.04 | -1.57 | -3.85 | -2.56 |
| P-814-TW-West | 500YR24HR | 7.95 | 0.00 | 0.00 | 3.09 | 5.05 | 4.07 |
| P-815-812 | 500YR24HR | 10.64 | 0.00 | -0.01 | 3.39 | 3.64 | 3.51 |
| P-Citrus Outfall | 500YR24HR | 51.95 | -2.69 | 0.03 | 4.52 | 4.96 | 4.74 |
| W-100-111 | 500YR24HR | 142.88 | 0.00 | -0.05 | 1.93 | 1.93 | 1.93 |
| W-100-Citrus Outfall | 500YR24HR | 11.05 | 0.00 | 0.00 | 1.48 | 1.48 | 1.48 |
| W-101-104 | 500YR24HR | 36.28 | 0.00 | -0.03 | 2.17 | 2.17 | 2.17 |
| W-102-102A | 500YR24HR | 387.13 | -2.83 | 0.41 | 2.40 | 2.40 | 2.40 |
| W-102A-207 | 500YR24HR | 381.12 | 0.00 | 0.42 | 2.95 | 2.95 | 2.95 |
| W-102B-102 | 500YR24HR | 4.16 | -5.34 | 0.03 | 1.47 | 1.47 | 1.47 |
| W-102C-102 | 500YR24HR | 172.46 | 0.00 | -0.04 | 2.05 | 2.05 | 2.05 |
| W-102C-102B | 500YR24HR | 1.13 | 0.00 | 0.01 | 0.88 | 0.88 | 0.88 |
| W-102D-102 | 500YR24HR | 370.01 | 0.00 | 0.14 | 2.51 | 2.51 | 2.51 |
| W-102D-102C | 500YR24HR | 180.24 | -2.91 | 0.10 | 1.83 | 1.83 | 1.83 |
| W-103-101 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | 500YR24HR | 320.84 | 0.00 | 0.17 | 1.29 | 1.29 | 1.29 |
| W-103-TW-West | 500YR24HR | 3.60 | 0.00 | 0.00 | 1.35 | 1.35 | 1.35 |
| W-104-102 | 500YR24HR | 379.46 | 0.00 | -0.07 | 1.98 | 1.98 | 1.98 |
| W-104-102D | 500YR24HR | 537.33 | 0.00 | 0.12 | 2.22 | 2.22 | 2.22 |
| W-105-110 | 500YR24HR | 666.83 | 0.00 | -0.11 | 1.73 | 1.73 | 1.73 |
| W-106-105 | 500YR24HR | 123.19 | 0.00 | 0.02 | 1.48 | 1.48 | 1.48 |
| W-107-106 | 500YR24HR | 14.76 | 0.00 | -0.01 | 1.04 | 1.04 | 1.04 |
| W-107-TW-West | 500YR24HR | 7.35 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
5/16/2023 17:33
===== PAGE 95 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-110-Citrus Outfall | 500YR24HR | 770.28 | 0.00 | 0.13 | 2.93 | 2.93 | 2.93 |
| W-111-104 | 500YR24HR | 10.64 | 0.00 | 0.00 | 1.87 | 1.87 | 1.87 |
| W-112-PEACE | 500YR24HR | 899.61 | 0.00 | -5.02 | 3.99 | 3.99 | 3.99 |
| W-113-112 | 500YR24HR | 34.49 | 0.00 | 0.12 | 1.52 | 1.52 | 1.52 |
| W-114-113 | 500YR24HR | 12.06 | 0.00 | 0.00 | 1.29 | 1.29 | 1.29 |
| W-180-101 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | 500YR24HR | 17.11 | 0.00 | 0.01 | 1.34 | 1.34 | 1.34 |
| W-180-199 | 500YR24HR | 62.64 | 0.00 | -0.02 | 2.35 | 2.35 | 2.35 |
| W-181-180 | 500YR24HR | 51.09 | 0.00 | 0.03 | 1.09 | 1.09 | 1.09 |
| W-181-TW-South | 500YR24HR | 37.01 | 0.00 | 0.03 | 0.91 | 0.91 | 0.91 |
| W-198-199 | 500YR24HR | 65.70 | 0.00 | -55.27 | 1.53 | 1.53 | 1.53 |
| W-198-Peace River1 | 500YR24HR | 83.81 | 0.00 | 0.08 | 1.76 | 1.76 | 1.76 |
| W-200-111 | 500YR24HR | 0.00 | -153.75 | 0.06 | 0.00 | 0.00 | 0.00 |
| W-200-201 | 500YR24HR | 370.85 | 0.00 | 0.18 | 1.64 | 1.64 | 1.64 |
| W-200-609 | 500YR24HR | 11.04 | 0.00 | 0.01 | 1.61 | 1.61 | 1.61 |
| W-201-202 | 500YR24HR | 742.48 | 0.00 | -0.26 | 4.33 | 4.33 | 4.33 |
| W-202-203 | 500YR24HR | 66.56 | 0.00 | -0.10 | 2.14 | 2.14 | 2.14 |
| W-202-208 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | 500YR24HR | 58.30 | 0.00 | -0.09 | 2.53 | 2.53 | 2.53 |
| W-203-308 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | 500YR24HR | 82.48 | 0.00 | 0.04 | 2.57 | 2.57 | 2.57 |
| W-204-209 | 500YR24HR | 10.88 | 0.00 | 0.02 | 1.31 | 1.31 | 1.31 |
| W-205-112 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | 500YR24HR | 99.39 | 0.00 | 0.06 | 2.80 | 2.80 | 2.80 |
| W-205-209 | 500YR24HR | 64.44 | 0.00 | 0.08 | 1.88 | 1.88 | 1.88 |
| W-206-112 | 500YR24HR | 181.63 | 0.00 | 0.22 | 2.38 | 2.38 | 2.38 |
| W-206-113 | 500YR24HR | 4.80 | 0.00 | 0.02 | 1.15 | 1.15 | 1.15 |
| W-206-205 | 500YR24HR | 159.95 | 0.00 | 0.13 | 2.90 | 2.90 | 2.90 |
| W-207-113 | 500YR24HR | 30.84 | 0.00 | 0.08 | 1.68 | 1.68 | 1.68 |
| W-207-206 | 500YR24HR | 348.87 | 0.00 | 0.36 | 2.89 | 2.89 | 2.89 |
| W-208-PEACE | 500YR24HR | 631.08 | 0.00 | 0.91 | 2.90 | 2.90 | 2.90 |
| W-209-208 | 500YR24HR | 61.18 | 0.00 | 0.10 | 2.41 | 2.41 | 2.41 |
| W-300-302 | 500YR24HR | 100.74 | -25.62 | -100.03 | 1.54 | 1.54 | 1.54 |
| W-302-305 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | 500YR24HR | 23.68 | 0.00 | -0.01 | 1.79 | 1.79 | 1.79 |
| W-303-302 | 500YR24HR | 5.63 | 0.00 | 0.00 | 1.19 | 1.19 | 1.19 |
| W-304-302 | 500YR24HR | 62.08 | 0.00 | -0.09 | 2.53 | 2.53 | 2.53 |
| W-304-305 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-308 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | 500YR24HR | 91.81 | 0.00 | 0.02 | 1.61 | 1.61 | 1.61 |
| W-305-PEACE | 500YR24HR | 11.05 | 0.00 | 0.00 | 0.97 | 0.97 | 0.97 |
| W-306-PEACE | 500YR24HR | 102.14 | 0.00 | 0.02 | 1.29 | 1.29 | 1.29 |
5/16/2023 17:33
===== PAGE 96 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-308-208 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | 500YR24HR | 163.58 | 0.00 | -0.06 | 2.66 | 2.66 | 2.66 |
| W-401-300 | 500YR24HR | 103.48 | 0.00 | 4.28 | 1.67 | 1.67 | 1.67 |
| W-401-302 | 500YR24HR | 72.54 | -0.55 | -62.80 | 0.95 | 0.95 | 0.95 |
| W-401-402 | 500YR24HR | 0.10 | -41.18 | -0.96 | -0.56 | -0.56 | -0.56 |
| W-402-302 | 500YR24HR | 8.01 | 0.00 | -5.99 | 1.66 | 1.66 | 1.66 |
| W-402-305 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | 500YR24HR | 27.67 | 0.00 | -0.02 | 1.78 | 1.78 | 1.78 |
| W-404-400 | 500YR24HR | 73.17 | 0.00 | -0.06 | 1.94 | 1.94 | 1.94 |
| W-406-402 | 500YR24HR | 57.23 | 0.00 | -0.03 | 2.68 | 2.68 | 2.68 |
| W-407-305 | 500YR24HR | 6.39 | 0.00 | 0.00 | 2.00 | 2.00 | 2.00 |
| W-407-408 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | 500YR24HR | 37.50 | 0.00 | -0.02 | 0.94 | 0.94 | 0.94 |
| W-409-PEACE | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-500-501 | 500YR24HR | 45.97 | 0.00 | 0.03 | 1.01 | 1.01 | 1.01 |
| W-501-403 | 500YR24HR | 36.08 | 0.00 | -0.11 | 2.07 | 2.07 | 2.07 |
| W-502-406 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | 500YR24HR | 30.23 | 0.00 | 14.30 | 1.06 | 1.06 | 1.06 |
| W-503-609 | 500YR24HR | 15.96 | -8.86 | -0.02 | 1.15 | 1.15 | 1.15 |
| W-600-601 | 500YR24HR | 168.96 | -24.72 | 0.06 | 1.50 | 1.50 | 1.50 |
| W-600-609 | 500YR24HR | 3.01 | -0.02 | 0.01 | 0.47 | 0.47 | 0.47 |
| W-601-503 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | 500YR24HR | 27.47 | 0.00 | 0.00 | 1.27 | 1.27 | 1.27 |
| W-603-600 | 500YR24HR | 104.05 | 0.00 | -0.02 | 1.40 | 1.40 | 1.40 |
| W-603-602 | 500YR24HR | 26.94 | 0.00 | 0.00 | 1.53 | 1.53 | 1.53 |
| W-604-605 | 500YR24HR | 23.08 | 0.00 | -0.01 | 1.36 | 1.36 | 1.36 |
| W-604-Peace Trib1 | 500YR24HR | 0.03 | 0.00 | 0.00 | 0.45 | 0.45 | 0.45 |
| W-605-Peace Trib1 | 500YR24HR | 43.97 | 0.00 | -0.01 | 1.14 | 1.14 | 1.14 |
| W-606-603 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | 500YR24HR | 91.58 | 0.00 | -0.04 | 1.47 | 1.47 | 1.47 |
| W-607-603 | 500YR24HR | 69.74 | 0.00 | 0.01 | 1.31 | 1.31 | 1.31 |
| W-608-606 | 500YR24HR | 56.93 | 0.00 | -0.02 | 1.70 | 1.70 | 1.70 |
| W-608-819 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | 500YR24HR | 66.33 | 0.00 | -0.05 | 1.64 | 1.64 | 1.64 |
| W-801-803 | 500YR24HR | 20.44 | 0.00 | 0.02 | 1.10 | 1.10 | 1.10 |
| W-801-TW-N orth | 500YR24HR | 14.36 | 0.00 | -0.01 | 1.02 | 1.02 | 1.02 |
| W-803-605 | 500YR24HR | 13.49 | 0.00 | 0.00 | 1.29 | 1.29 | 1.29 |
| W-803-812 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | 500YR24HR | 194.81 | 0.00 | 0.04 | 3.96 | 3.96 | 3.96 |
| W-806-805 | 500YR24HR | 181.14 | 0.00 | 0.08 | 1.95 | 1.95 | 1.95 |
5/16/2023 17:33
===== PAGE 97 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-806-TW-West | 500YR24HR | 144.69 | 0.00 | 0.08 | 1.68 | 1.68 | 1.68 |
| W-807-806 | 500YR24HR | 240.03 | -186.89 | 0.20 | -1.76 | -1.76 | -1.76 |
| W-808-813 | 500YR24HR | 39.05 | -2.55 | 0.04 | 1.13 | 1.13 | 1.13 |
| W-808-818 | 500YR24HR | 187.11 | 0.00 | 0.05 | 1.48 | 1.48 | 1.48 |
| W-809-807 | 500YR24HR | 26.18 | -15.24 | -0.04 | 1.90 | 1.90 | 1.90 |
| W-809-TW-West | 500YR24HR | 31.68 | 0.00 | 0.03 | 1.35 | 1.35 | 1.35 |
| W-810-808 | 500YR24HR | 2.34 | 0.00 | 0.00 | 1.26 | 1.26 | 1.26 |
| W-810-812 | 500YR24HR | 12.13 | 0.00 | 0.00 | 0.90 | 0.90 | 0.90 |
| W-811-808 | 500YR24HR | 162.95 | -2.96 | -0.09 | 1.55 | 1.55 | 1.55 |
| W-811-818 | 500YR24HR | 11.45 | 0.00 | 0.00 | 1.59 | 1.59 | 1.59 |
| W-812-807 | 500YR24HR | 74.58 | 0.00 | 0.02 | 1.36 | 1.36 | 1.36 |
| W-813-803 | 500YR24HR | 8.48 | -1.21 | -0.01 | 0.85 | 0.85 | 0.85 |
| W-813-812 | 500YR24HR | 20.42 | 0.00 | -0.01 | 1.01 | 1.01 | 1.01 |
| W-814-809 | 500YR24HR | 24.23 | -6.21 | 0.01 | 1.20 | 1.20 | 1.20 |
| W-815-809 | 500YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | 500YR24HR | 2.10 | 0.00 | 0.00 | 0.76 | 0.76 | 0.76 |
| W-816-806 | 500YR24HR | 11.07 | 0.00 | 0.00 | 0.77 | 0.77 | 0.77 |
| W-817-106 | 500YR24HR | 1.51 | 0.00 | 0.00 | 1.03 | 1.03 | 1.03 |
| W-817-806 | 500YR24HR | 38.41 | 0.00 | -0.01 | 1.04 | 1.04 | 1.04 |
| W-818-807 | 500YR24HR | 291.41 | 0.00 | -0.10 | 1.98 | 1.98 | 1.98 |
| W-819-811 | 500YR24HR | 25.70 | 0.00 | -0.01 | 1.11 | 1.11 | 1.11 |
| W-819-818 | 500YR24HR | 2.26 | 0.00 | 0.00 | 0.85 | 0.85 | 0.85 |
| W-Citrus Outfall-104 | 500YR24HR | 786.44 | 0.00 | 0.15 | 2.43 | 2.43 | 2.43 |
| CD-1 | 50YR24HR | 268.74 | 0.00 | -12.26 | 6.04 | 7.88 | 6.96 |
| CD-2 | 50YR24HR | 66.28 | -0.01 | -0.06 | 6.75 | 8.03 | 7.39 |
| CD-5 | 50YR24HR | 27.74 | 0.00 | 0.58 | 5.95 | 6.76 | 6.35 |
| CD-6 | 50YR24HR | 121.85 | -0.05 | -0.26 | 4.27 | 7.22 | 5.75 |
| Citrus Outfall - Pipe | 50YR24HR | 30.48 | -31.96 | 0.05 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | 50YR24HR | 0.22 | -0.63 | 0.00 | -3.50 | -3.50 | -3.50 |
| Citrus Outfall - Weir: 2 | 50YR24HR | 13.16 | -30.98 | 0.03 | -2.82 | -2.82 | -2.82 |
| Citrus Outfall - Weir: 3 | 50YR24HR | 17.14 | -8.88 | 0.05 | -1.51 | -1.51 | -1.51 |
| Citrus Pond Pipes | 50YR24HR | 10.56 | -0.03 | 0.02 | 1.68 | 1.68 | 1.68 |
| Citrus Pond Pipes NEW | 50YR24HR | 17.60 | -0.03 | 0.03 | 1.83 | 1.83 | 1.83 |
| Citrus Site Swale | 50YR24HR | 83.67 | -0.02 | -0.05 | 0.56 | 0.55 | 0.56 |
| Citrus Swale Pipe | 50YR24HR | 83.80 | -0.06 | 0.04 | 6.67 | 6.67 | 6.67 |
| D-200 - Pipe | 50YR24HR | 80.13 | 0.00 | 0.31 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 98 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| D-200 - Weir: 1 | 50YR24HR | 80.13 | 0.00 | 0.62 | 0.21 | 0.21 | 0.21 |
| EX-0 | 50YR24HR | 427.01 | 0.00 | -40.97 | 7.02 | 6.79 | 6.90 |
| EX-3_1 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| EX-3_2 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-100 | 50YR24HR | 6.51 | 0.00 | 0.01 | 5.30 | 11.49 | 8.40 |
| P-101-104 | 50YR24HR | 10.79 | 0.00 | -0.02 | 6.11 | 6.83 | 6.47 |
| P-101-TW-South | 50YR24HR | 2.00 | -4.10 | 0.06 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | 50YR24HR | 4.83 | 0.00 | 0.00 | 3.00 | 4.03 | 3.41 |
| P-102C-102B | 50YR24HR | 0.97 | 0.00 | 0.00 | 1.72 | 2.89 | 2.30 |
| P-102D-102C | 50YR24HR | 0.69 | -0.04 | 0.00 | 0.91 | 1.52 | 1.11 |
| P-103-105_1 | 50YR24HR | 8.65 | 0.00 | -0.57 | 4.90 | 5.36 | 5.12 |
| P-103-105_2 | 50YR24HR | 12.75 | 0.00 | -0.57 | 7.21 | 7.41 | 7.31 |
| P-103-105_3 | 50YR24HR | 12.48 | 0.00 | -0.57 | 7.06 | 7.26 | 7.16 |
| P-103-105_4 | 50YR24HR | 11.64 | 0.00 | -0.57 | 6.59 | 6.77 | 6.68 |
| P-104-102 | 50YR24HR | 108.51 | 0.00 | 0.03 | 4.95 | 6.51 | 5.73 |
| P-113-112 | 50YR24HR | 429.44 | 0.00 | 20.98 | 7.02 | 10.00 | 8.51 |
| P-180-104 | 50YR24HR | 13.52 | 0.00 | -0.01 | 7.65 | 9.41 | 8.45 |
| P-199-104 | 50YR24HR | 58.26 | 0.00 | -5.66 | 6.06 | 13.26 | 9.37 |
| P-203-202 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-203-304 | 50YR24HR | 4.34 | 0.00 | 0.00 | 2.46 | 4.53 | 3.50 |
| P-204-202 | 50YR24HR | 13.97 | 0.00 | -0.10 | 7.90 | 8.20 | 8.05 |
| P-205-204 | 50YR24HR | 6.21 | 0.00 | 0.57 | 3.51 | 4.56 | 4.01 |
| P-206-205 | 50YR24HR | 8.85 | 0.00 | 0.57 | 5.01 | 5.56 | 5.28 |
| P-207-206 | 50YR24HR | 6.76 | 0.00 | 0.53 | 3.83 | 3.83 | 3.83 |
| P-209-208 | 50YR24HR | 2.72 | 0.00 | -0.02 | 2.40 | 4.28 | 3.34 |
| P-304-302 | 50YR24HR | 15.90 | 0.00 | -1.19 | 5.06 | 6.06 | 5.56 |
| P-308-305 | 50YR24HR | 3.61 | 0.00 | 0.00 | 2.66 | 4.27 | 3.46 |
| P-403 | 50YR24HR | 5.28 | 0.00 | -0.01 | 3.18 | 6.45 | 4.81 |
| P-409-PEACE | 50YR24HR | 3.61 | 0.00 | 0.02 | 2.65 | 7.01 | 4.83 |
| P-503-501 | 50YR24HR | 6.90 | 0.00 | 0.45 | 3.90 | 5.11 | 4.49 |
| P-503-601 | 50YR24HR | 5.08 | -2.93 | -0.03 | 2.87 | 4.79 | 3.83 |
| P-602-601 | 50YR24HR | 10.05 | 0.00 | 0.01 | 3.44 | 5.43 | 4.43 |
| P-603-602 | 50YR24HR | 9.63 | -0.06 | 0.35 | 4.74 | 5.16 | 4.45 |
| P-603A | 50YR24HR | 5.79 | 0.00 | -0.01 | 3.28 | 5.93 | 4.60 |
| P-606-603 | 50YR24HR | 14.27 | 0.00 | 0.03 | 4.54 | 6.30 | 5.42 |
| P-606-604 | 50YR24HR | 1.81 | 0.00 | 0.00 | 2.05 | 2.99 | 2.52 |
| P-606-811 | 50YR24HR | 14.09 | -6.59 | -0.05 | 4.48 | 4.48 | 4.48 |
| P-607-200 | 50YR24HR | 5.59 | 0.00 | 0.02 | 3.16 | 5.02 | 4.09 |
| P-607-600 | 50YR24HR | 4.02 | 0.00 | 0.00 | 2.67 | 4.44 | 3.55 |
| P-609-404 | 50YR24HR | 6.73 | 0.00 | 0.00 | 2.87 | 4.79 | 3.83 |
| P-803-812 | 50YR24HR | 12.58 | -0.78 | -0.06 | 4.00 | 4.00 | 4.00 |
| P-808-813 | 50YR24HR | 5.17 | -4.64 | 0.05 | -2.64 | 2.12 | -2.15 |
| P-811-808 | 50YR24HR | 6.68 | -0.37 | -0.01 | 2.61 | 4.69 | 3.61 |
| P-813-803 | 50YR24HR | 2.93 | -4.09 | 0.03 | -1.42 | -3.51 | -2.43 |
| P-814-TW-We | 50YR24HR | 5.07 | 0.00 | 0.00 | 2.64 | 4.39 | 3.51 |
5/16/2023 17:33
===== PAGE 99 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| st | | | | | | | |
| P-815-812 | 50YR24HR | 6.71 | 0.00 | 0.02 | 2.61 | 3.71 | 3.16 |
| P-Citrus Outfall | 50YR24HR | 49.75 | -2.68 | 0.04 | 4.65 | 5.31 | 4.98 |
| W-100-111 | 50YR24HR | 75.84 | 0.00 | 0.04 | 1.65 | 1.65 | 1.65 |
| W-100-Citrus Outfall | 50YR24HR | 3.98 | 0.00 | 0.00 | 1.40 | 1.40 | 1.40 |
| W-101-104 | 50YR24HR | 15.39 | 0.00 | -0.03 | 1.82 | 1.82 | 1.82 |
| W-102-102A | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102A-207 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102B-102 | 50YR24HR | 1.72 | 0.00 | 0.00 | 1.19 | 1.19 | 1.19 |
| W-102C-102 | 50YR24HR | 60.42 | 0.00 | -0.03 | 1.57 | 1.57 | 1.57 |
| W-102C-102B | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102D-102 | 50YR24HR | 144.19 | 0.00 | 0.10 | 2.32 | 2.32 | 2.32 |
| W-102D-102C | 50YR24HR | 60.58 | -1.14 | 0.03 | 1.41 | 1.41 | 1.41 |
| W-103-101 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | 50YR24HR | 82.78 | 0.00 | 0.07 | 1.05 | 1.05 | 1.05 |
| W-103-TW-West | 50YR24HR | 1.08 | 0.00 | 0.00 | 1.05 | 1.05 | 1.05 |
| W-104-102 | 50YR24HR | 100.52 | 0.00 | -0.05 | 1.36 | 1.36 | 1.36 |
| W-104-102D | 50YR24HR | 205.09 | 0.00 | 0.11 | 1.70 | 1.70 | 1.70 |
| W-105-110 | 50YR24HR | 259.30 | 0.00 | 0.09 | 1.73 | 1.73 | 1.73 |
| W-106-105 | 50YR24HR | 48.30 | 0.00 | 0.02 | 1.37 | 1.37 | 1.37 |
| W-107-106 | 50YR24HR | 6.00 | 0.00 | 0.00 | 1.05 | 1.05 | 1.05 |
| W-107-TW-West | 50YR24HR | 2.95 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
| W-110-Citrus Outfall | 50YR24HR | 304.07 | 0.00 | 0.12 | 2.93 | 2.93 | 2.93 |
| W-111-104 | 50YR24HR | 6.42 | 0.00 | 0.00 | 1.74 | 1.74 | 1.74 |
| W-112-PEACE | 50YR24HR | 430.48 | 0.00 | -4.16 | 2.06 | 2.06 | 2.06 |
| W-113-112 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-114-113 | 50YR24HR | 3.33 | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 |
| W-180-101 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-199 | 50YR24HR | 22.70 | 0.00 | 0.02 | 1.95 | 1.95 | 1.95 |
| W-181-180 | 50YR24HR | 20.44 | 0.00 | 0.02 | 0.96 | 0.96 | 0.96 |
| W-181-TW-South | 50YR24HR | 8.48 | 0.00 | 0.01 | 0.67 | 0.67 | 0.67 |
| W-198-199 | 50YR24HR | 42.57 | 0.00 | -0.03 | 1.56 | 1.56 | 1.56 |
| W-198-Peace River1 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-200-111 | 50YR24HR | 0.00 | -80.72 | -0.04 | 0.00 | 0.00 | 0.00 |
| W-200-201 | 50YR24HR | 44.09 | 0.00 | 0.04 | 1.36 | 1.36 | 1.36 |
| W-200-609 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-201-202 | 50YR24HR | 250.76 | 0.00 | -0.11 | 3.35 | 3.35 | 3.35 |
| W-202-203 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 100 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-202-208 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-308 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-209 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-112 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | 50YR24HR | 5.89 | 0.00 | 0.01 | 1.45 | 1.45 | 1.45 |
| W-205-209 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-112 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-113 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-205 | 50YR24HR | 0.34 | 0.00 | 0.00 | 0.73 | 0.73 | 0.73 |
| W-207-113 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-206 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-208-PEACE | 50YR24HR | 270.27 | 0.00 | -0.20 | 2.38 | 2.38 | 2.38 |
| W-209-208 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-300-302 | 50YR24HR | 51.21 | -1.57 | -44.47 | 1.53 | 1.53 | 1.53 |
| W-302-305 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | 50YR24HR | 13.50 | 0.00 | 0.00 | 1.55 | 1.55 | 1.55 |
| W-303-302 | 50YR24HR | 1.10 | 0.00 | 0.00 | 0.84 | 0.84 | 0.84 |
| W-304-302 | 50YR24HR | 16.21 | 0.00 | 0.03 | 1.78 | 1.78 | 1.78 |
| W-304-305 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-308 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | 50YR24HR | 63.56 | 0.00 | -0.07 | 1.57 | 1.57 | 1.57 |
| W-305-PEACE | 50YR24HR | 3.84 | 0.00 | 0.00 | 0.88 | 0.88 | 0.88 |
| W-306-PEACE | 50YR24HR | 71.22 | 0.00 | -0.09 | 1.20 | 1.20 | 1.20 |
| W-308-208 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | 50YR24HR | 81.82 | 0.00 | 0.03 | 2.31 | 2.31 | 2.31 |
| W-401-300 | 50YR24HR | 51.09 | 0.00 | 1.64 | 1.67 | 1.67 | 1.67 |
| W-401-302 | 50YR24HR | 48.54 | 0.00 | -33.22 | 0.98 | 0.98 | 0.98 |
| W-401-402 | 50YR24HR | 1.43 | -14.82 | -0.69 | -0.55 | -0.55 | -0.55 |
| W-402-302 | 50YR24HR | 4.98 | 0.00 | -1.63 | 1.74 | 1.74 | 1.74 |
| W-402-305 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-404-400 | 50YR24HR | 38.06 | 0.00 | 0.01 | 1.62 | 1.62 | 1.62 |
| W-406-402 | 50YR24HR | 10.72 | 0.00 | 0.00 | 1.86 | 1.86 | 1.86 |
| W-407-305 | 50YR24HR | 3.77 | 0.00 | 0.00 | 1.81 | 1.81 | 1.81 |
| W-407-408 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | 50YR24HR | 2.80 | 0.00 | 0.00 | 0.58 | 0.58 | 0.58 |
| W-409-PEACE | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-500-501 | 50YR24HR | 13.28 | 0.00 | 0.01 | 0.73 | 0.73 | 0.73 |
| W-501-403 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-406 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | 50YR24HR | 14.00 | 0.00 | 0.01 | 0.92 | 0.92 | 0.92 |
5/16/2023 17:33
===== PAGE 101 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-503-609 | 50YR24HR | 2.02 | 0.00 | 0.00 | 0.83 | 0.83 | 0.83 |
| W-600-601 | 50YR24HR | 81.88 | -3.57 | -0.06 | 1.50 | 1.50 | 1.50 |
| W-600-609 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-601-503 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | 50YR24HR | 12.48 | 0.00 | 0.01 | 1.00 | 1.00 | 1.00 |
| W-603-600 | 50YR24HR | 45.78 | 0.00 | 0.03 | 1.17 | 1.17 | 1.17 |
| W-603-602 | 50YR24HR | 12.68 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-604-605 | 50YR24HR | 10.38 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-604-Peace Trib1 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-605-Peace Trib1 | 50YR24HR | 14.40 | 0.00 | 0.00 | 1.14 | 1.14 | 1.14 |
| W-606-603 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | 50YR24HR | 22.35 | 0.00 | 0.03 | 1.05 | 1.05 | 1.05 |
| W-607-603 | 50YR24HR | 30.98 | 0.00 | 0.03 | 1.22 | 1.22 | 1.22 |
| W-608-606 | 50YR24HR | 31.16 | 0.00 | 0.01 | 1.47 | 1.47 | 1.47 |
| W-608-819 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | 50YR24HR | 35.59 | 0.00 | 0.02 | 1.64 | 1.64 | 1.64 |
| W-801-803 | 50YR24HR | 17.43 | 0.00 | 0.01 | 1.14 | 1.14 | 1.14 |
| W-801-TW-N orth | 50YR24HR | 0.12 | 0.00 | 0.00 | 0.47 | 0.47 | 0.47 |
| W-803-605 | 50YR24HR | 2.07 | 0.00 | 0.00 | 1.10 | 1.10 | 1.10 |
| W-803-812 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | 50YR24HR | 41.98 | 0.00 | 0.02 | 2.79 | 2.79 | 2.79 |
| W-806-805 | 50YR24HR | 39.06 | 0.00 | 0.03 | 1.44 | 1.44 | 1.44 |
| W-806-TW-W est | 50YR24HR | 13.92 | 0.00 | 0.01 | 1.58 | 1.58 | 1.58 |
| W-807-806 | 50YR24HR | 40.99 | -108.77 | 0.08 | -1.53 | -1.53 | -1.53 |
| W-808-813 | 50YR24HR | 10.39 | -0.34 | -0.01 | 0.84 | 0.84 | 0.84 |
| W-808-818 | 50YR24HR | 37.49 | 0.00 | -0.01 | 1.32 | 1.32 | 1.32 |
| W-809-807 | 50YR24HR | 4.64 | -1.19 | -0.01 | 1.25 | 1.25 | 1.25 |
| W-809-TW-W est | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-810-808 | 50YR24HR | 1.66 | 0.00 | 0.00 | 1.17 | 1.17 | 1.17 |
| W-810-812 | 50YR24HR | 5.84 | 0.00 | 0.01 | 0.80 | 0.80 | 0.80 |
| W-811-808 | 50YR24HR | 61.46 | -3.49 | -0.05 | 1.36 | 1.36 | 1.36 |
| W-811-818 | 50YR24HR | 2.54 | 0.00 | 0.00 | 1.10 | 1.10 | 1.10 |
| W-812-807 | 50YR24HR | 22.59 | 0.00 | 0.01 | 1.03 | 1.03 | 1.03 |
| W-813-803 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-813-812 | 50YR24HR | 0.15 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-814-809 | 50YR24HR | 14.19 | -4.87 | -0.01 | 1.17 | 1.17 | 1.17 |
| W-815-809 | 50YR24HR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | 50YR24HR | 0.90 | 0.00 | 0.00 | 0.75 | 0.75 | 0.75 |
| W-816-806 | 50YR24HR | 4.83 | 0.00 | 0.01 | 0.67 | 0.67 | 0.67 |
| W-817-106 | 50YR24HR | 0.68 | 0.00 | 0.00 | 0.99 | 0.99 | 0.99 |
| W-817-806 | 50YR24HR | 17.85 | 0.00 | 0.01 | 0.94 | 0.94 | 0.94 |
===== PAGE 102 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-818-807 | 50YR24HR | 71.50 | 0.00 | 0.04 | 1.45 | 1.45 | 1.45 |
| W-819-811 | 50YR24HR | 11.51 | 0.00 | 0.01 | 1.03 | 1.03 | 1.03 |
| W-819-818 | 50YR24HR | 0.45 | 0.00 | 0.00 | 0.58 | 0.58 | 0.58 |
| W-Citrus Outfall-104 | 50YR24HR | 283.74 | 0.00 | 0.13 | 2.21 | 2.21 | 2.21 |
| CD-1 | Hurricane Ian | 649.64 | 0.00 | 41.77 | 10.15 | 10.16 | 10.16 |
| CD-2 | Hurricane Ian | 121.04 | -26.17 | -0.20 | 12.33 | 12.52 | 12.39 |
| CD-5 | Hurricane Ian | 47.26 | 0.00 | 0.58 | 10.14 | 10.57 | 10.36 |
| CD-6 | Hurricane Ian | 247.40 | -0.05 | 0.27 | 8.57 | 9.88 | 9.23 |
| Citrus Outfall - Pipe | Hurricane Ian | 93.63 | -33.10 | -2.74 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | Hurricane Ian | 0.55 | -0.66 | 0.02 | -3.67 | -3.67 | -3.67 |
| Citrus Outfall - Weir: 2 | Hurricane Ian | 33.30 | -30.67 | -5.50 | 3.03 | 3.03 | 3.03 |
| Citrus Outfall - Weir: 3 | Hurricane Ian | 59.79 | -12.51 | 0.01 | 3.03 | 3.03 | 3.03 |
| Citrus Pond Pipes | Hurricane Ian | 33.49 | -0.61 | -0.05 | 5.33 | 5.33 | 5.33 |
| Citrus Pond Pipes NEW | Hurricane Ian | 55.83 | -0.87 | -0.09 | 5.80 | 5.80 | 5.80 |
| Citrus Site Swale | Hurricane Ian | 99.23 | 0.00 | -0.10 | 0.51 | 0.48 | 0.50 |
| Citrus Swale Pipe | Hurricane Ian | 141.98 | -0.08 | 0.05 | 11.30 | 11.30 | 11.30 |
| D-200 - Pipe | Hurricane Ian | 93.26 | 0.00 | 0.33 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | Hurricane Ian | 93.26 | 0.00 | 0.65 | 0.22 | 0.22 | 0.22 |
| EX-0 | Hurricane Ian | 699.69 | 0.00 | -40.98 | 10.93 | 25.46 | 16.17 |
| EX-3_1 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| EX-3_2 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-100 | Hurricane Ian | 6.80 | 0.00 | 0.01 | 5.54 | 11.51 | 8.42 |
| P-101-104 | Hurricane Ian | 11.38 | 0.00 | 0.02 | 6.44 | 6.99 | 6.67 |
| P-101-TW-South | Hurricane Ian | 3.63 | -4.10 | -0.03 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | Hurricane Ian | 8.33 | 0.00 | 0.01 | 4.72 | 4.72 | 4.72 |
| P-102C-102B | Hurricane Ian | 2.27 | 0.00 | 0.00 | 2.27 | 3.65 | 2.94 |
| P-102D-102C | Hurricane Ian | 2.00 | -0.07 | 0.00 | 1.44 | 1.87 | 1.65 |
| P-103-105_1 | Hurricane Ian | 9.15 | 0.00 | 0.57 | 5.18 | 5.59 | 5.38 |
| P-103-105_2 | Hurricane Ian | 13.09 | 0.00 | 0.57 | 7.41 | 7.50 | 7.41 |
| P-103-105_3 | Hurricane Ian | 12.83 | 0.00 | 0.57 | 7.26 | 7.39 | 7.29 |
| P-103-105_4 | Hurricane Ian | 12.02 | 0.00 | -0.56 | 6.80 | 6.97 | 6.88 |
| P-104-102 | Hurricane Ian | 127.87 | 0.00 | -0.16 | 5.34 | 6.80 | 6.01 |
| P-113-112 | Hurricane Ian | 704.15 | 0.00 | 43.12 | 11.00 | 11.00 | 11.00 |
| P-180-104 | Hurricane Ian | 14.97 | 0.00 | 0.01 | 8.47 | 9.39 | 8.47 |
| P-199-104 | Hurricane Ian | 79.55 | -0.02 | -3.96 | 8.27 | 13.20 | 9.30 |
| P-203-202 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 103 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-203-304 | Hurricane Ian | 12.96 | 0.00 | -0.01 | 7.34 | 7.74 | 7.54 |
| P-204-202 | Hurricane Ian | 16.75 | 0.00 | -0.10 | 9.48 | 9.74 | 9.61 |
| P-205-204 | Hurricane Ian | 10.58 | 0.00 | -0.57 | 5.99 | 6.20 | 6.09 |
| P-206-205 | Hurricane Ian | 13.75 | 0.00 | -0.57 | 7.78 | 7.99 | 7.89 |
| P-207-206 | Hurricane Ian | 10.50 | 0.00 | 0.55 | 5.94 | 5.94 | 5.94 |
| P-209-208 | Hurricane Ian | 15.49 | 0.00 | 0.59 | 8.77 | 9.01 | 8.89 |
| P-304-302 | Hurricane Ian | 24.68 | 0.00 | 1.19 | 7.86 | 8.17 | 8.02 |
| P-308-305 | Hurricane Ian | 3.65 | 0.00 | 0.00 | 2.67 | 4.28 | 3.47 |
| P-403 | Hurricane Ian | 10.33 | 0.00 | -0.02 | 5.84 | 6.45 | 5.94 |
| P-409-PEACE | Hurricane Ian | 5.99 | -4.77 | -0.09 | 3.40 | 8.05 | 5.72 |
| P-503-501 | Hurricane Ian | 11.01 | 0.00 | -0.45 | 6.23 | 6.55 | 6.39 |
| P-503-601 | Hurricane Ian | 5.55 | -2.77 | -0.02 | 3.14 | 4.66 | 3.70 |
| P-602-601 | Hurricane Ian | 11.08 | 0.00 | -0.01 | 3.61 | 5.63 | 4.59 |
| P-603-602 | Hurricane Ian | 11.18 | -0.06 | -1.35 | 4.99 | 7.11 | 6.05 |
| P-603A | Hurricane Ian | 6.60 | 0.00 | -0.01 | 3.73 | 6.03 | 4.78 |
| P-606-603 | Hurricane Ian | 15.60 | 0.00 | -0.03 | 4.97 | 6.54 | 5.74 |
| P-606-604 | Hurricane Ian | 3.22 | 0.00 | 0.00 | 2.39 | 3.42 | 2.91 |
| P-606-811 | Hurricane Ian | 13.37 | -6.89 | -0.09 | 4.26 | 4.26 | 4.26 |
| P-607-200 | Hurricane Ian | 6.07 | 0.00 | 0.02 | 3.43 | 5.16 | 4.30 |
| P-607-600 | Hurricane Ian | 4.75 | 0.00 | -0.01 | 2.87 | 4.65 | 3.76 |
| P-609-404 | Hurricane Ian | 15.39 | 0.00 | -0.49 | 4.90 | 6.38 | 5.63 |
| P-803-812 | Hurricane Ian | 12.01 | -1.31 | -0.07 | 3.82 | 3.82 | 3.82 |
| P-808-813 | Hurricane Ian | 5.35 | -4.71 | 0.06 | -2.65 | 1.99 | -2.17 |
| P-811-808 | Hurricane Ian | 7.05 | -2.40 | -0.01 | 2.65 | 4.61 | 3.56 |
| P-813-803 | Hurricane Ian | 3.80 | -4.91 | 0.04 | -1.59 | -3.54 | -2.43 |
| P-814-TW-West | Hurricane Ian | 9.20 | 0.00 | 0.00 | 3.27 | 5.27 | 4.27 |
| P-815-812 | Hurricane Ian | 7.37 | 0.00 | -0.01 | 2.38 | 3.13 | 2.51 |
| P-Citrus Outfall | Hurricane Ian | 54.71 | -2.76 | -0.03 | 4.83 | 5.48 | 5.15 |
| W-100-111 | Hurricane Ian | 133.56 | 0.00 | -0.03 | 1.89 | 1.89 | 1.89 |
| W-100-Citrus Outfall | Hurricane Ian | 9.76 | 0.00 | 0.00 | 1.47 | 1.47 | 1.47 |
| W-101-104 | Hurricane Ian | 29.56 | 0.00 | -0.03 | 2.07 | 2.07 | 2.07 |
| W-102-102A | Hurricane Ian | 647.14 | -1.84 | 0.40 | 2.74 | 2.74 | 2.74 |
| W-102A-207 | Hurricane Ian | 640.89 | 0.00 | 0.40 | 3.33 | 3.33 | 3.33 |
| W-102B-102 | Hurricane Ian | 6.06 | -9.28 | -0.03 | 1.50 | 1.50 | 1.50 |
| W-102C-102 | Hurricane Ian | 186.77 | 0.00 | -0.07 | 2.10 | 2.10 | 2.10 |
| W-102C-102B | Hurricane Ian | 2.22 | 0.00 | 0.01 | 0.93 | 0.93 | 0.93 |
| W-102D-102 | Hurricane Ian | 422.80 | 0.00 | 0.20 | 2.51 | 2.51 | 2.51 |
| W-102D-102C | Hurricane Ian | 195.84 | -2.00 | 0.14 | 1.88 | 1.88 | 1.88 |
| W-103-101 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | Hurricane Ian | 304.00 | 0.00 | 0.16 | 1.27 | 1.27 | 1.27 |
| W-103-TW-West | Hurricane Ian | 3.43 | 0.00 | 0.00 | 1.34 | 1.34 | 1.34 |
| W-104-102 | Hurricane Ian | 798.89 | 0.00 | -0.25 | 2.28 | 2.28 | 2.28 |
| W-104-102D | Hurricane Ian | 632.92 | 0.00 | -0.31 | 2.33 | 2.33 | 2.33 |
5/16/2023 17:33
===== PAGE 104 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-105-110 | Hurricane Ian | 898.09 | 0.00 | -0.17 | 1.72 | 1.72 | 1.72 |
| W-106-105 | Hurricane Ian | 157.91 | 0.00 | 0.04 | 1.51 | 1.51 | 1.51 |
| W-107-106 | Hurricane Ian | 12.97 | 0.00 | -0.01 | 1.04 | 1.04 | 1.04 |
| W-107-TW-West | Hurricane Ian | 8.49 | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 |
| W-110-Citrus Outfall | Hurricane Ian | 1022.21 | 0.00 | -0.19 | 2.94 | 2.94 | 2.94 |
| W-111-104 | Hurricane Ian | 10.00 | 0.00 | 0.00 | 1.87 | 1.87 | 1.87 |
| W-112-PEACE | Hurricane Ian | 1137.52 | 0.00 | -6.70 | 4.82 | 4.82 | 4.82 |
| W-113-112 | Hurricane Ian | 135.66 | 0.00 | 0.12 | 2.12 | 2.12 | 2.12 |
| W-114-113 | Hurricane Ian | 14.09 | 0.00 | 0.00 | 1.33 | 1.33 | 1.33 |
| W-180-101 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | Hurricane Ian | 37.13 | 0.00 | 0.01 | 1.63 | 1.63 | 1.63 |
| W-180-199 | Hurricane Ian | 85.56 | 0.00 | -0.01 | 2.47 | 2.47 | 2.47 |
| W-181-180 | Hurricane Ian | 69.18 | 0.00 | 0.04 | 1.13 | 1.13 | 1.13 |
| W-181-TW-South | Hurricane Ian | 55.91 | 0.00 | 0.04 | 0.97 | 0.97 | 0.97 |
| W-198-199 | Hurricane Ian | 46.56 | -6.61 | -0.04 | 1.52 | 1.52 | 1.52 |
| W-198-Peace River1 | Hurricane Ian | 160.07 | 0.00 | 0.05 | 1.95 | 1.95 | 1.95 |
| W-200-111 | Hurricane Ian | 0.00 | -143.07 | 0.03 | 0.00 | 0.00 | 0.00 |
| W-200-201 | Hurricane Ian | 403.08 | 0.00 | 0.14 | 1.66 | 1.66 | 1.66 |
| W-200-609 | Hurricane Ian | 11.94 | -8.88 | -0.06 | 1.65 | 1.65 | 1.65 |
| W-201-202 | Hurricane Ian | 773.63 | 0.00 | -0.19 | 4.32 | 4.32 | 4.32 |
| W-202-203 | Hurricane Ian | 266.87 | 0.00 | -0.12 | 2.65 | 2.65 | 2.65 |
| W-202-208 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | Hurricane Ian | 256.97 | 0.00 | -0.12 | 3.80 | 3.80 | 3.80 |
| W-203-308 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | Hurricane Ian | 97.98 | 0.00 | 0.05 | 2.69 | 2.69 | 2.69 |
| W-204-209 | Hurricane Ian | 20.33 | 0.00 | 0.02 | 1.48 | 1.48 | 1.48 |
| W-205-112 | Hurricane Ian | 0.22 | 0.00 | 0.00 | 0.63 | 0.63 | 0.63 |
| W-205-204 | Hurricane Ian | 124.01 | 0.00 | 0.07 | 2.98 | 2.98 | 2.98 |
| W-205-209 | Hurricane Ian | 105.85 | 0.00 | 0.07 | 2.07 | 2.07 | 2.07 |
| W-206-112 | Hurricane Ian | 290.14 | 0.00 | 0.20 | 2.73 | 2.73 | 2.73 |
| W-206-113 | Hurricane Ian | 21.12 | 0.00 | 0.02 | 1.77 | 1.77 | 1.77 |
| W-206-205 | Hurricane Ian | 225.98 | 0.00 | 0.12 | 3.13 | 3.13 | 3.13 |
| W-207-113 | Hurricane Ian | 100.81 | 0.00 | 0.08 | 2.09 | 2.09 | 2.09 |
| W-207-206 | Hurricane Ian | 539.39 | 0.00 | 0.34 | 3.24 | 3.24 | 3.24 |
| W-208-PEACE | Hurricane Ian | 766.16 | 0.00 | 1.03 | 3.04 | 3.04 | 3.04 |
| W-209-208 | Hurricane Ian | 111.57 | 0.00 | 0.09 | 2.84 | 2.84 | 2.84 |
| W-300-302 | Hurricane Ian | 93.77 | -158.28 | -62.94 | 1.52 | 1.52 | 1.52 |
| W-302-305 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | Hurricane Ian | 21.53 | -0.15 | 0.33 | 1.75 | 1.75 | 1.75 |
| W-303-302 | Hurricane Ian | 5.09 | -0.41 | -1.56 | 1.13 | 1.13 | 1.13 |
| W-304-302 | Hurricane Ian | 274.02 | 0.00 | -0.12 | 3.67 | 3.67 | 3.67 |
5/16/2023 17:33
===== PAGE 105 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-304-305 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-308 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | Hurricane Ian | 93.79 | -22.06 | 22.06 | 1.61 | 1.61 | 1.61 |
| W-305-PEACE | Hurricane Ian | 183.16 | -105.01 | -102.88 | 1.04 | 1.04 | 1.04 |
| W-306-PEACE | Hurricane Ian | 118.72 | -24.44 | 11.36 | 1.33 | 1.33 | 1.33 |
| W-308-208 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | Hurricane Ian | 199.64 | 0.00 | -0.03 | 2.78 | 2.78 | 2.78 |
| W-401-300 | Hurricane Ian | 106.39 | -6.31 | 11.24 | 1.67 | 1.67 | 1.67 |
| W-401-302 | Hurricane Ian | 61.87 | -10.74 | -36.46 | 0.97 | 0.97 | 0.97 |
| W-401-402 | Hurricane Ian | 164.92 | -111.43 | -117.21 | -0.57 | -0.57 | -0.57 |
| W-402-302 | Hurricane Ian | 4.65 | -0.89 | -2.70 | 1.70 | 1.70 | 1.70 |
| W-402-305 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | Hurricane Ian | 141.65 | -55.67 | -3.04 | 2.74 | 2.74 | 2.74 |
| W-402-408 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | Hurricane Ian | 54.83 | 0.00 | -0.02 | 2.05 | 2.05 | 2.05 |
| W-404-400 | Hurricane Ian | 92.25 | 0.00 | -0.02 | 2.07 | 2.07 | 2.07 |
| W-406-402 | Hurricane Ian | 91.10 | -0.88 | 0.88 | 2.88 | 2.88 | 2.88 |
| W-407-305 | Hurricane Ian | 141.84 | -56.53 | 5.45 | 3.79 | 3.79 | 3.79 |
| W-407-408 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | Hurricane Ian | 64.29 | -98.19 | 8.30 | 1.09 | 1.09 | 1.09 |
| W-409-PEACE | Hurricane Ian | 0.92 | -2.64 | 0.14 | -1.04 | -1.04 | -1.04 |
| W-500-501 | Hurricane Ian | 60.13 | 0.00 | 0.01 | 1.09 | 1.09 | 1.09 |
| W-501-403 | Hurricane Ian | 62.27 | 0.00 | -0.02 | 2.40 | 2.40 | 2.40 |
| W-502-406 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | Hurricane Ian | 29.93 | 0.00 | -0.01 | 1.03 | 1.03 | 1.03 |
| W-503-609 | Hurricane Ian | 13.30 | -14.86 | -0.01 | 1.12 | 1.12 | 1.12 |
| W-600-601 | Hurricane Ian | 202.72 | 0.00 | -0.10 | 1.48 | 1.48 | 1.48 |
| W-600-609 | Hurricane Ian | 18.22 | -0.67 | 0.01 | 0.49 | 0.49 | 0.49 |
| W-601-503 | Hurricane Ian | 0.00 | -2.33 | 0.00 | -0.46 | -0.46 | -0.46 |
| W-602-600 | Hurricane Ian | 36.54 | 0.00 | -0.01 | 1.38 | 1.38 | 1.38 |
| W-603-600 | Hurricane Ian | 139.25 | 0.00 | -0.03 | 1.51 | 1.51 | 1.51 |
| W-603-602 | Hurricane Ian | 35.63 | 0.00 | -0.01 | 1.55 | 1.55 | 1.55 |
| W-604-605 | Hurricane Ian | 31.25 | 0.00 | -0.01 | 1.50 | 1.50 | 1.50 |
| W-604-Peace Trib1 | Hurricane Ian | 0.15 | 0.00 | 0.00 | 0.64 | 0.64 | 0.64 |
| W-605-Peace Trib1 | Hurricane Ian | 65.12 | 0.00 | 0.02 | 1.14 | 1.14 | 1.14 |
| W-606-603 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | Hurricane Ian | 106.81 | 0.00 | -0.03 | 1.54 | 1.54 | 1.54 |
| W-607-603 | Hurricane Ian | 92.01 | 0.00 | -0.02 | 1.34 | 1.34 | 1.34 |
| W-608-606 | Hurricane Ian | 57.81 | 0.00 | -0.01 | 1.71 | 1.71 | 1.71 |
| W-608-819 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | Hurricane Ian | 61.58 | 0.00 | -0.07 | 1.64 | 1.64 | 1.64 |
| W-801-803 | Hurricane Ian | 24.30 | 0.00 | -0.02 | 1.13 | 1.13 | 1.13 |
| W-801-TW-N orth | Hurricane Ian | 26.52 | 0.00 | 0.01 | 1.12 | 1.12 | 1.12 |
5/16/2023 17:33
===== PAGE 106 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-803-605 | Hurricane Ian | 22.80 | 0.00 | 0.01 | 1.29 | 1.29 | 1.29 |
| W-803-812 | Hurricane Ian | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-West | Hurricane Ian | 321.12 | 0.00 | 0.08 | 4.13 | 4.13 | 4.13 |
| W-806-805 | Hurricane Ian | 316.07 | 0.00 | 0.15 | 2.12 | 2.12 | 2.12 |
| W-806-TW-West | Hurricane Ian | 297.48 | 0.00 | 0.16 | 1.84 | 1.84 | 1.84 |
| W-807-806 | Hurricane Ian | 456.05 | -183.13 | 0.20 | -1.75 | -1.75 | -1.75 |
| W-808-813 | Hurricane Ian | 37.72 | -3.24 | 0.03 | 1.12 | 1.12 | 1.12 |
| W-808-818 | Hurricane Ian | 257.50 | 0.00 | -0.05 | 1.58 | 1.58 | 1.58 |
| W-809-807 | Hurricane Ian | 42.01 | -36.36 | -0.16 | 2.06 | 2.06 | 2.06 |
| W-809-TW-West | Hurricane Ian | 81.45 | 0.00 | 0.03 | 1.53 | 1.53 | 1.53 |
| W-810-808 | Hurricane Ian | 2.26 | 0.00 | 0.00 | 1.25 | 1.25 | 1.25 |
| W-810-812 | Hurricane Ian | 11.24 | 0.00 | 0.00 | 0.89 | 0.89 | 0.89 |
| W-811-808 | Hurricane Ian | 221.93 | -3.90 | -0.06 | 1.50 | 1.50 | 1.50 |
| W-811-818 | Hurricane Ian | 15.72 | 0.00 | 0.00 | 1.63 | 1.63 | 1.63 |
| W-812-807 | Hurricane Ian | 110.36 | 0.00 | 0.03 | 1.44 | 1.44 | 1.44 |
| W-813-803 | Hurricane Ian | 13.38 | -2.44 | -0.01 | 0.97 | 0.97 | 0.97 |
| W-813-812 | Hurricane Ian | 39.71 | 0.00 | -0.01 | 1.12 | 1.12 | 1.12 |
| W-814-809 | Hurricane Ian | 16.10 | -7.16 | -0.01 | 1.17 | 1.17 | 1.17 |
| W-815-809 | Hurricane Ian | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | Hurricane Ian | 1.34 | 0.00 | 0.00 | 0.76 | 0.76 | 0.76 |
| W-816-806 | Hurricane Ian | 7.59 | 0.00 | 0.00 | 0.72 | 0.72 | 0.72 |
| W-817-106 | Hurricane Ian | 1.71 | 0.00 | 0.00 | 1.03 | 1.03 | 1.03 |
| W-817-806 | Hurricane Ian | 43.35 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-818-807 | Hurricane Ian | 386.18 | 0.00 | -0.13 | 2.07 | 2.07 | 2.07 |
| W-819-811 | Hurricane Ian | 29.73 | 0.00 | 0.01 | 1.13 | 1.13 | 1.13 |
| W-819-818 | Hurricane Ian | 2.87 | 0.00 | 0.00 | 0.89 | 0.89 | 0.89 |
| W-Citrus Outfall-104 | Hurricane Ian | 1054.03 | 0.00 | -0.18 | 2.42 | 2.42 | 2.42 |
| CD-1 | Hurricane Irma | 177.89 | 0.00 | -12.95 | 5.28 | 6.76 | 6.02 |
| CD-2 | Hurricane Irma | 64.14 | -21.03 | -0.26 | 6.53 | 7.89 | 7.21 |
| CD-5 | Hurricane Irma | 27.54 | 0.00 | -0.58 | 5.91 | 6.73 | 6.31 |
| CD-6 | Hurricane Irma | 109.23 | -0.09 | 0.38 | 3.95 | 6.95 | 5.45 |
| Citrus Outfall - Pipe | Hurricane Irma | 37.67 | -22.66 | -2.72 | 0.00 | 0.00 | 0.00 |
| Citrus Outfall - Weir: 1 | Hurricane Irma | 0.44 | -0.64 | 0.02 | -3.54 | -3.54 | -3.54 |
| Citrus Outfall - Weir: 2 | Hurricane Irma | 14.73 | -22.19 | -5.45 | -2.39 | -2.39 | -2.39 |
| Citrus Outfall - Weir: 3 | Hurricane Irma | 22.72 | -1.22 | 0.02 | 1.11 | 1.11 | 1.11 |
5/16/2023 17:33
===== PAGE 107 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Citrus Pond Pipes | Hurricane Irma | 14.05 | -4.58 | 0.09 | 2.24 | 2.24 | 2.24 |
| Citrus Pond Pipes NEW | Hurricane Irma | 23.41 | -7.64 | 0.15 | 2.43 | 2.43 | 2.43 |
| Citrus Site Swale | Hurricane Irma | 36.42 | -1.75 | 0.07 | 0.36 | 0.30 | 0.33 |
| Citrus Swale Pipe | Hurricane Irma | 47.95 | -0.07 | 0.14 | 3.82 | 3.82 | 3.82 |
| D-200 - Pipe | Hurricane Irma | 73.94 | 0.00 | -0.30 | 0.00 | 0.00 | 0.00 |
| D-200 - Weir: 1 | Hurricane Irma | 73.94 | 0.00 | -0.59 | 0.20 | 0.20 | 0.20 |
| EX-0 | Hurricane Irma | 454.39 | 0.00 | -40.94 | 7.16 | 7.10 | 7.13 |
| EX-3_1 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| EX-3_2 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| P-100 | Hurricane Irma | 6.18 | 0.00 | 0.01 | 5.03 | 11.31 | 8.15 |
| P-101-104 | Hurricane Irma | 10.62 | 0.00 | -0.02 | 6.01 | 6.75 | 6.37 |
| P-101-TW-South | Hurricane Irma | 0.00 | -4.10 | -0.02 | -2.32 | -4.42 | -3.35 |
| P-102A-207 | Hurricane Irma | 2.71 | 0.00 | 0.00 | 2.44 | 3.54 | 2.99 |
| P-102C-102B | Hurricane Irma | 1.04 | 0.00 | 0.00 | 1.76 | 2.94 | 2.35 |
| P-102D-102C | Hurricane Irma | 0.74 | -0.04 | 0.00 | 0.94 | 1.35 | 1.15 |
| P-103-105_1 | Hurricane Irma | 8.30 | 0.00 | -0.57 | 4.70 | 5.23 | 4.95 |
| P-103-105_2 | Hurricane Irma | 12.51 | 0.00 | -0.56 | 7.08 | 7.24 | 7.15 |
| P-103-105_3 | Hurricane Irma | 12.24 | 0.00 | 0.57 | 6.93 | 7.12 | 7.02 |
| P-103-105_4 | Hurricane Irma | 11.38 | 0.00 | -0.57 | 6.44 | 6.62 | 6.53 |
| P-104-102 | Hurricane Irma | 109.25 | 0.00 | 0.05 | 4.97 | 6.52 | 5.75 |
| P-113-112 | Hurricane Irma | 458.45 | -0.11 | 25.75 | 7.17 | 10.20 | 8.69 |
| P-180-104 | Hurricane Irma | 13.74 | 0.00 | 0.01 | 7.77 | 9.28 | 8.05 |
| P-199-104 | Hurricane Irma | 59.07 | -0.10 | -9.77 | 6.14 | 6.14 | 6.14 |
| P-203-202 | Hurricane | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 108 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Irma | | | | | | |
| P-203-304 | Hurricane Irma | 1.95 | 0.00 | 0.00 | 1.64 | 3.53 | 2.58 |
| P-204-202 | Hurricane Irma | 8.48 | 0.00 | -0.10 | 4.80 | 5.97 | 5.38 |
| P-205-204 | Hurricane Irma | 6.13 | 0.00 | -0.01 | 3.47 | 4.55 | 4.01 |
| P-206-205 | Hurricane Irma | 5.69 | 0.00 | -0.01 | 3.28 | 4.70 | 3.99 |
| P-207-206 | Hurricane Irma | 4.26 | 0.00 | -0.02 | 2.83 | 3.70 | 2.78 |
| P-209-208 | Hurricane Irma | 1.37 | 0.00 | -0.03 | 1.96 | 3.54 | 2.75 |
| P-304-302 | Hurricane Irma | 12.57 | 0.00 | -0.01 | 4.00 | 5.63 | 4.82 |
| P-308-305 | Hurricane Irma | 1.40 | 0.00 | 0.00 | 1.96 | 3.16 | 2.56 |
| P-403 | Hurricane Irma | 3.04 | 0.00 | 0.02 | 2.61 | 5.57 | 4.09 |
| P-409-PEACE | Hurricane Irma | 1.57 | -0.62 | 0.02 | 2.06 | 5.53 | 3.79 |
| P-503-501 | Hurricane Irma | 5.27 | 0.00 | 0.00 | 3.14 | 4.83 | 3.98 |
| P-503-601 | Hurricane Irma | 2.69 | -2.37 | -0.01 | -1.70 | 3.82 | 2.67 |
| P-602-601 | Hurricane Irma | 9.90 | 0.00 | -0.01 | 3.41 | 5.42 | 4.42 |
| P-603-602 | Hurricane Irma | 9.32 | -0.06 | -1.92 | 5.69 | 8.11 | 6.90 |
| P-603A | Hurricane Irma | 5.64 | 0.00 | -0.01 | 3.19 | 5.47 | 4.10 |
| P-606-603 | Hurricane Irma | 13.80 | 0.00 | -0.03 | 4.39 | 6.20 | 5.29 |
| P-606-604 | Hurricane Irma | 1.43 | 0.00 | 0.00 | 1.92 | 2.81 | 2.37 |
| P-606-811 | Hurricane Irma | 11.20 | -6.83 | -0.07 | 3.57 | 3.84 | 3.57 |
| P-607-200 | Hurricane Irma | 5.45 | 0.00 | 0.02 | 3.08 | 4.94 | 4.00 |
| P-607-600 | Hurricane Irma | 3.82 | 0.00 | 0.00 | 2.62 | 4.33 | 3.47 |
| P-609-404 | Hurricane Irma | 6.24 | 0.00 | 0.00 | 2.79 | 4.66 | 3.72 |
| P-803-812 | Hurricane Irma | 9.60 | -1.31 | -0.07 | 3.05 | 3.05 | 3.05 |
| P-808-813 | Hurricane Irma | 3.75 | -2.36 | 0.02 | -1.86 | 1.71 | 1.45 |
5/16/2023 17:33
===== PAGE 109 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| P-811-808 | Hurricane Irma | 5.52 | -2.39 | -0.04 | 2.33 | 3.16 | 2.72 |
| P-813-803 | Hurricane Irma | 2.79 | -3.01 | 0.02 | 1.29 | -3.47 | -2.23 |
| P-814-TW-West | Hurricane Irma | 5.68 | 0.00 | 0.00 | 2.75 | 4.52 | 3.63 |
| P-815-812 | Hurricane Irma | 1.96 | -0.06 | -0.05 | 1.55 | 3.22 | 2.39 |
| P-Citrus Outfall | Hurricane Irma | 42.99 | -4.91 | 0.10 | 4.28 | 4.86 | 4.56 |
| W-100-111 | Hurricane Irma | 34.01 | 0.00 | 0.04 | 1.46 | 1.46 | 1.46 |
| W-100-Citrus Outfall | Hurricane Irma | 1.28 | 0.00 | 0.00 | 1.13 | 1.13 | 1.13 |
| W-101-104 | Hurricane Irma | 10.87 | 0.00 | -0.03 | 1.69 | 1.69 | 1.69 |
| W-102-102A | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102A-207 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102B-102 | Hurricane Irma | 1.50 | 0.00 | 0.00 | 1.15 | 1.15 | 1.15 |
| W-102C-102 | Hurricane Irma | 65.85 | 0.00 | 0.02 | 1.60 | 1.60 | 1.60 |
| W-102C-102B | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-102D-102 | Hurricane Irma | 151.38 | 0.00 | 0.10 | 2.34 | 2.34 | 2.34 |
| W-102D-102C | Hurricane Irma | 66.06 | -0.88 | 0.04 | 1.44 | 1.44 | 1.44 |
| W-103-101 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-103-105 | Hurricane Irma | 26.25 | 0.00 | 0.03 | 0.95 | 0.95 | 0.95 |
| W-103-TW-West | Hurricane Irma | 0.31 | 0.00 | 0.00 | 0.78 | 0.78 | 0.78 |
| W-104-102 | Hurricane Irma | 110.06 | 0.00 | -0.03 | 1.40 | 1.40 | 1.40 |
| W-104-102D | Hurricane Irma | 217.57 | 0.00 | 0.11 | 1.72 | 1.72 | 1.72 |
| W-105-110 | Hurricane Irma | 237.48 | 0.00 | 0.08 | 1.73 | 1.73 | 1.73 |
| W-106-105 | Hurricane Irma | 47.62 | 0.00 | 0.02 | 1.37 | 1.37 | 1.37 |
| W-107-106 | Hurricane Irma | 3.51 | 0.00 | 0.00 | 1.05 | 1.05 | 1.05 |
| W-107-TW-W | Hurricane | 1.79 | 0.00 | 0.00 | 0.89 | 0.89 | 0.89 |
5/16/2023 17:33
===== PAGE 110 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| est | Irma | | | | | | |
| W-110-Citrus Outfall | Hurricane Irma | 273.40 | 0.00 | 0.10 | 2.94 | 2.94 | 2.94 |
| W-111-104 | Hurricane Irma | 3.51 | 0.00 | 0.00 | 1.50 | 1.50 | 1.50 |
| W-112-PEACE | Hurricane Irma | 460.21 | 0.00 | -6.27 | 2.19 | 2.19 | 2.19 |
| W-113-112 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-114-113 | Hurricane Irma | 3.10 | 0.00 | 0.00 | 0.98 | 0.98 | 0.98 |
| W-180-101 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-104 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-198 | Hurricane Irma | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-180-199 | Hurricane Irma | 28.74 | 0.00 | 0.02 | 2.07 | 2.07 | 2.07 |
| W-181-180 | Hurricane Irma | 25.38 | 0.00 | 0.03 | 0.99 | 0.99 | 0.99 |
| W-181-TW-South | Hurricane Irma | 12.77 | 0.00 | 0.01 | 0.74 | 0.74 | 0.74 |
| W-198-199 | Hurricane Irma | 35.60 | 0.00 | -0.04 | 1.56 | 1.56 | 1.56 |
| W-198-Peace River1 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-200-111 | Hurricane Irma | 0.00 | -35.50 | -0.03 | 0.00 | 0.00 | 0.00 |
| W-200-201 | Hurricane Irma | 9.77 | 0.00 | -0.01 | 1.09 | 1.09 | 1.09 |
| W-200-609 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-201-202 | Hurricane Irma | 162.51 | 0.00 | -0.11 | 3.00 | 3.00 | 3.00 |
| W-202-203 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-202-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-304 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-203-308 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-204-202 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
5/16/2023 17:33
===== PAGE 111 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-204-209 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-112 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-205-204 | Hurricane Irma | 1.26 | 0.00 | 0.00 | 1.13 | 1.13 | 1.13 |
| W-205-209 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-112 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-113 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-206-205 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-113 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-207-206 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-208-PEACE | Hurricane Irma | 179.13 | 0.00 | 0.19 | 2.19 | 2.19 | 2.19 |
| W-209-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-300-302 | Hurricane Irma | 36.64 | -16.12 | 14.75 | 1.53 | 1.53 | 1.53 |
| W-302-305 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-303-300 | Hurricane Irma | 6.25 | 0.00 | 0.00 | 1.28 | 1.28 | 1.28 |
| W-303-302 | Hurricane Irma | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-302 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-305 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-304-308 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-305-306 | Hurricane Irma | 61.61 | -0.83 | -0.26 | 1.57 | 1.57 | 1.57 |
| W-305-PEACE | Hurricane Irma | 20.87 | -22.69 | 0.99 | 0.86 | 0.86 | 0.86 |
| W-306-PEACE | Hurricane Irma | 68.07 | -8.03 | 0.40 | 1.19 | 1.19 | 1.19 |
| W-308-208 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-308-305 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-400-401 | Hurricane | 53.28 | 0.00 | 0.02 | 2.24 | 2.24 | 2.24 |
5/16/2023 17:33
===== PAGE 112 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Irma | | | | | | |
| W-401-300 | Hurricane Irma | 35.98 | -1.68 | 0.63 | 1.67 | 1.67 | 1.67 |
| W-401-302 | Hurricane Irma | 38.21 | -8.23 | 8.07 | 0.95 | 0.95 | 0.95 |
| W-401-402 | Hurricane Irma | 1.47 | -5.86 | 0.30 | -0.70 | -0.70 | -0.70 |
| W-402-302 | Hurricane Irma | 4.23 | -0.68 | 0.35 | 1.66 | 1.66 | 1.66 |
| W-402-305 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-407 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-402-408 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-403-406 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-404-400 | Hurricane Irma | 26.88 | 0.00 | 0.01 | 1.47 | 1.47 | 1.47 |
| W-406-402 | Hurricane Irma | 6.96 | 0.00 | 0.00 | 1.67 | 1.67 | 1.67 |
| W-407-305 | Hurricane Irma | 1.53 | -0.02 | 0.00 | 1.47 | 1.47 | 1.47 |
| W-407-408 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-408-PEACE | Hurricane Irma | 6.85 | -26.84 | 0.54 | -0.84 | -0.84 | -0.84 |
| W-409-PEACE | Hurricane Irma | 2.04 | -0.54 | 0.05 | -0.21 | -0.21 | -0.21 |
| W-500-501 | Hurricane Irma | 13.87 | 0.00 | 0.01 | 0.74 | 0.74 | 0.74 |
| W-501-403 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-406 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-502-501 | Hurricane Irma | 7.06 | 0.00 | 0.00 | 0.82 | 0.82 | 0.82 |
| W-503-609 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-600-601 | Hurricane Irma | 71.21 | 0.00 | -0.03 | 1.51 | 1.51 | 1.51 |
| W-600-609 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-601-503 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-602-600 | Hurricane Irma | 9.79 | 0.00 | 0.01 | 0.94 | 0.94 | 0.94 |
5/16/2023 17:33
===== PAGE 113 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| W-603-600 | Hurricane Irma | 34.51 | 0.00 | 0.03 | 1.13 | 1.13 | 1.13 |
| W-603-602 | Hurricane Irma | 9.92 | 0.00 | 0.01 | 1.53 | 1.53 | 1.53 |
| W-604-605 | Hurricane Irma | 9.59 | 0.00 | 0.00 | 1.03 | 1.03 | 1.03 |
| W-604-Peace Trib1 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-605-Peace Trib1 | Hurricane Irma | 15.60 | 0.00 | 0.01 | 1.14 | 1.14 | 1.14 |
| W-606-603 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-606-811 | Hurricane Irma | 8.97 | 0.00 | -0.01 | 0.85 | 0.85 | 0.85 |
| W-607-603 | Hurricane Irma | 21.74 | 0.00 | 0.01 | 1.18 | 1.18 | 1.18 |
| W-608-606 | Hurricane Irma | 16.54 | 0.00 | 0.01 | 1.27 | 1.27 | 1.27 |
| W-608-819 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-609-601 | Hurricane Irma | 23.77 | 0.00 | 0.01 | 1.64 | 1.64 | 1.64 |
| W-801-803 | Hurricane Irma | 10.29 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-801-TW-N orth | Hurricane Irma | 0.61 | 0.00 | 0.00 | 0.61 | 0.61 | 0.61 |
| W-803-605 | Hurricane Irma | 3.10 | 0.00 | 0.00 | 1.19 | 1.19 | 1.19 |
| W-803-812 | Hurricane Irma | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-805-TW-W est | Hurricane Irma | 39.96 | 0.00 | 0.01 | 2.76 | 2.76 | 2.76 |
| W-806-805 | Hurricane Irma | 38.44 | 0.00 | 0.02 | 1.44 | 1.44 | 1.44 |
| W-806-TW-W est | Hurricane Irma | 13.69 | 0.00 | 0.00 | 1.58 | 1.58 | 1.58 |
| W-807-806 | Hurricane Irma | 41.91 | -57.98 | 0.04 | -1.28 | -1.28 | -1.28 |
| W-808-813 | Hurricane Irma | 3.65 | -1.10 | 0.00 | 0.78 | 0.78 | 0.78 |
| W-808-818 | Hurricane Irma | 53.12 | 0.00 | 0.04 | 1.32 | 1.32 | 1.32 |
| W-809-807 | Hurricane Irma | 7.84 | -3.13 | -0.01 | 1.43 | 1.43 | 1.43 |
| W-809-TW-W est | Hurricane Irma | 0.38 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-810-808 | Hurricane | 1.16 | 0.00 | 0.00 | 1.08 | 1.08 | 1.08 |
===== PAGE 114 =====
| Link Name | Sim Name | Max Flow [cfs] | Min Flow [cfs] | Min/Max Delta Flow [cfs] | Max Us Velocity [fps] | Max Ds Velocity [fps] | Max Avg Velocity [fps] |
| Ima | | | | | | |
| W-810-812 | Hurricane Ima | 2.62 | 0.00 | 0.00 | 0.69 | 0.69 | 0.69 |
| W-811-808 | Hurricane Ima | 38.99 | -3.80 | -0.11 | 1.26 | 1.26 | 1.26 |
| W-811-818 | Hurricane Ima | 3.64 | 0.00 | 0.00 | 1.21 | 1.21 | 1.21 |
| W-812-807 | Hurricane Ima | 25.62 | 0.00 | 0.01 | 1.06 | 1.06 | 1.06 |
| W-813-803 | Hurricane Ima | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-813-812 | Hurricane Ima | 0.91 | 0.00 | 0.00 | 0.59 | 0.59 | 0.59 |
| W-814-809 | Hurricane Ima | 4.11 | -5.29 | 0.01 | 1.03 | 1.03 | 1.03 |
| W-815-809 | Hurricane Ima | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-816-106 | Hurricane Ima | 0.44 | 0.00 | 0.00 | 0.65 | 0.65 | 0.65 |
| W-816-806 | Hurricane Ima | 2.04 | 0.00 | 0.00 | 0.60 | 0.60 | 0.60 |
| W-817-106 | Hurricane Ima | 0.46 | 0.00 | 0.00 | 0.99 | 0.99 | 0.99 |
| W-817-806 | Hurricane Ima | 12.15 | 0.00 | 0.01 | 0.87 | 0.87 | 0.87 |
| W-818-807 | Hurricane Ima | 89.10 | 0.00 | 0.04 | 1.53 | 1.53 | 1.53 |
| W-819-811 | Hurricane Ima | 8.87 | 0.00 | 0.01 | 0.99 | 0.99 | 0.99 |
| W-819-818 | Hurricane Ima | 0.22 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| W-Citrus Outfall-104 | Hurricane Ima | 291.66 | 0.00 | 0.13 | 2.11 | 2.11 | 2.11 |
===== PAGE 115 =====
Manual Basin: 100
Scenario: Existing
Node: 100
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 48.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 42.4569 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 4.9915 | RESIDENTIAL 1 AC | A/D | 78553 |
| 8.1391 | RESIDENTIAL 1 AC | A/D | 78552 |
| 1.8322 | ROW CROPS GOOD | A/D | 78553 |
| 0.1662 | ROW CROPS GOOD | A/D | 78552 |
| 3.1845 | RESIDENTIAL 1 AC | A/D | 79026 |
| 7.8844 | ROW CROPS GOOD | A/D | 79026 |
| 5.6907 | ROW CROPS GOOD | A/D | 79027 |
| 0.2483 | RESIDENTIAL 1 AC | A/D | 79027 |
| 4.6485 | ROW CROPS GOOD | A | 79026 |
| 5.5399 | ROW CROPS GOOD | A | 79027 |
| 0.1317 | RESIDENTIAL 1 AC | A | 79027 |
Comment:
Manual Basin: 101
Scenario: Existing
Node: 101
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 35.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.4076 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.1218 | RESIDENTIAL 1/3 AC | A/D | 78552 |
| 0.0085 | PASTURE GOOD | A/D | 78552 |
| 0.0678 | WOODS POOR | A/D | 78552 |
| 0.1251 | INDUSTRIAL | A/D | 78552 |
| 0.0271 | WOODS POOR | A/D | 78553 |
| 1.0234 | INDUSTRIAL | A/D | 78553 |
| 0.0339 | WOODS GOOD | A/D | 78553 |
Comment:
===== PAGE 116 =====
Manual Basin: 102
Scenario: Existing
Node: 102
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 74.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.1168 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.1420 | RESI DENTIAL 1 AC | A | 78553 |
| 2.9524 | RESI DENTIAL 1 AC | A/D | 78553 |
| 1.8993 | ROW CROPS GOOD | A/D | 78553 |
| 20.8484 | ROW CROPS GOOD | A | 78553 |
| 0.0438 | PAVEMENT | A | 78553 |
| 0.0666 | OPEN GOOD | A | 78553 |
| 0.0034 | RESI DENTIAL 1/3 AC | A | 78553 |
| 0.1609 | ROW CROPS GOOD | A | 79027 |
Comment:
Manual Basin: 102A
Scenario: Existing
Node: 102A
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1544 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0849 | PAVEMENT | A | 78553 |
| 0.0981 | OPEN GOOD | A | 78553 |
| 0.2211 | RESI DENTIAL 1 AC | A | 78553 |
| 0.4955 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.5086 | ROW CROPS GOOD | A/D | 78553 |
| 0.7463 | ROW CROPS GOOD | A | 78553 |
Comment:
Manual Basin: 102B
===== PAGE 117 =====
Scenario: Existing
Node: 102B
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8760 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2403 | PAVEMENT | A | 78553 |
| 0.4006 | OPEN GOOD | A | 78553 |
| 0.2351 | RESI DENTIAL 1 AC | A | 78553 |
Comment:
Manual Basin: 102C
Scenario: Existing
Node: 102C
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8315 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0638 | PAVEMENT | A | 78553 |
| 0.1090 | OPEN GOOD | A | 78553 |
| 0.6229 | RESI DENTIAL 1 AC | A | 78553 |
| 0.0359 | RESI DENTIAL 1 AC | A/D | 78553 |
## Manual Basin: 102D
Node: 102D
Scenario: Existing
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 27.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
===== PAGE 118 =====
Peaking Factor: 256.0
Area: 1.7126 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1552 | PAVEMENT | A/D | 78553 |
| 0.3788 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1260 | OPEN GOOD | A/D | 78553 |
| 0.9586 | RESI DENTIAL 1 AC | A | 78553 |
| 0.0613 | OPEN GOOD | A | 78553 |
| 0.0327 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 103
Scenario: Existing
Node: 103
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 33.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 92.5218 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 9.5894 | PASTURE GOOD | A/D | 78552 |
| 1.0101 | RESI DENTIAL 1/8 AC | A/D | 78552 |
| 56.2596 | RESI DENTIAL 1 AC | A/D | 78552 |
| 11.9343 | RESI DENTIAL 1/3 AC | A/D | 78552 |
| 0.5619 | PASTURE GOOD | B/D | 78552 |
| 4.0181 | RESI DENTIAL 1 AC | B/D | 78552 |
| 1.4210 | OPEN GOOD | A/D | 78552 |
| 7.3775 | OPEN GOOD | B/D | 78552 |
| 0.2597 | WOODS POOR | B/D | 78552 |
| 0.0903 | WOODS POOR | A/D | 78552 |
## Manual Basin: 104
Scenario: Existing
Node: 104
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
===== PAGE 119 =====
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 70.4711 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 36.4375 | WOODS GOOD | A/D | 78553 |
| 1.7010 | INDUSTRIAL | A/D | 78553 |
| 0.0606 | WOODS POOR | A/D | 78553 |
| 1.4881 | PASTURE GOOD | A/D | 78553 |
| 13.6918 | RESIDENTIAL 1 AC | A/D | 78553 |
| 1.8271 | WATER | A/D | 78553 |
| 0.0405 | PAVEMENT | A/D | 78553 |
| 0.0066 | OPEN GOOD | A/D | 78553 |
| 2.9938 | RESIDENTIAL 1 AC | A | 78553 |
| 0.0298 | ROW CROPS GOOD | A | 78553 |
| 0.3263 | WOODS GOOD | A | 78553 |
| 0.0503 | RESIDENTIAL 1/3 AC | A/D | 78553 |
| 11.8177 | RESIDENTIAL 1/3 AC | A | 78553 |
Comment:
Manual Basin: 105
Scenario: Existing
Node: 105
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 162.7132 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.7807 | RESIDENTIAL 1/3 AC | A/D | 78552 |
| 71.5638 | RESIDENTIAL 1 AC | A/D | 78552 |
| 12.8572 | WATER | A/D | 78552 |
| 15.8609 | OPEN GOOD | A/D | 78552 |
| 0.3323 | WOODS GOOD | A/D | 78552 |
| 20.6399 | PASTURE GOOD | A/D | 78552 |
| 2.3603 | WOODS POOR | A/D | 78552 |
| 10.7170 | RESIDENTIAL 1/3 AC | A/D | 79026 |
| 13.4913 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.1098 | ROW CROPS GOOD | A/D | 79026 |
Comment:
===== PAGE 120 =====
Manual Basin: 106
Scenario: Existing
Node: 106
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 120.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 61.5048 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.0004 | RESI DENTIAL 1 AC | A/D | 78552 |
| 3.9279 | WOODS POOR | A/D | 78552 |
| 6.1536 | OPEN GOOD | A/D | 78552 |
| 0.6653 | WATER | A/D | 78552 |
| 0.0617 | RESI DENTAL 1/3 AC | A/D | 78552 |
| 33.1244 | RESI DENTAL 1 AC | A/D | 79026 |
| 2.8561 | RESI DENTAL 1/3 AC | A/D | 79026 |
| 0.7154 | WATER | A/D | 79026 |
Comment:
Manual Basin: 107
Scenario: Existing
Node: 107
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.0663 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.0663 | RESIDENTIAL 1 AC | A/D | 78552 |
Comment:
## Manual Basin: 110
Scenario: Existing
Node: 110
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 102.1000 min
===== PAGE 121 =====
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 13.7059 | RESI DENTIAL 1/3 AC | A/D | 78552 |
| 3.1910 | RESI DENTIAL 1 AC | A/D | 78552 |
| 15.5145 | WOODS GOOD | A/D | 78552 |
| 16.2111 | PASTURE GOOD | A/D | 78552 |
Comment:
Manual Basin: 111
Scenario: Existing
Node: 111
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.1513 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.0200 | WOODS GOOD | A/D | 78553 |
| 0.0003 | RESI DENTIAL 1/3 AC | A/D | 78553 |
| 0.0192 | RESI DENTIAL 1/3 AC | A | 78553 |
| 0.0070 | WOODS GOOD | A | 78553 |
| 0.0174 | PASTURE GOOD | A/D | 78553 |
| 4.0803 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.0070 | RESI DENTIAL 1 AC | A | 78553 |
Comment:
Manual Basin: 112
Scenario: Existing
Node: 112
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 38.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
===== PAGE 122 =====
Area: 5.2955 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0886 | ROW CROPS GOOD | A | 78553 |
| 0.0049 | PASTURE GOOD | A | 78553 |
| 4.2677 | RESI DENTIAL 1 AC | A | 78553 |
| 0.7065 | OPEN GOOD | A | 78553 |
| 0.2277 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 113
Scenario: Existing
Node: 113
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 37.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.2615 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0065 | PASTURE GOOD | A | 78553 |
| 6.6389 | OPEN GOOD | A | 78553 |
| 0.3495 | WOODS GOOD | A | 78553 |
| 0.2666 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 114
Scenario: Existing
Node: 114
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.7717 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 4.9065 | WOODS GOOD | A | 78553 |
| 0.0587 | PASTURE GOOD | A | 78553 |
| 1.7363 | WOODS GOOD | A/D | 78553 |
| 0.7227 | OPEN GOOD | A | 78553 |
===== PAGE 123 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0796 | PAVEMENT | A/D | 78553 |
| 0.2680 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 180
Scenario: Existing
Node: 180
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 101.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 33.4966 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.9488 | PASTURE GOOD | A/D | 78552 |
| 0.1840 | RESI DENTIAL 1/3 AC | A/D | 78552 |
| 3.5203 | WOODS POOR | A/D | 78552 |
| 15.0638 | WOODS POOR | A/D | 78553 |
| 10.6065 | WOODS GOOD | A/D | 78553 |
| 0.1026 | PASTURE GOOD | A/D | 78553 |
| 0.0374 | PASTURE GOOD | A | 78553 |
| 0.0331 | INDUSTRIAL | A/D | 78553 |
Comment:
Manual Basin: 181
Scenario: Existing
Node: 181
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 172.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 66.0599 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 13.2017 | WOODS POOR | A/D | 78552 |
| 12.5070 | PASTURE GOOD | A/D | 78552 |
| 24.3949 | WOODS POOR | A/D | 78553 |
| 0.0145 | PASTURE GOOD | A/D | 78553 |
===== PAGE 124 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.4479 | OPEN GOOD | A/D | 78552 |
| 1.6349 | OPEN GOOD | A/D | 78553 |
| 3.8590 | WOODS GOOD | A/D | 78553 |
Comment:
## Manual Basin: 198
Scenario: Existing
Node: 198
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 185.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 83.4914 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.7861 | WOODS POOR | A/D | 78553 |
| 0.6723 | ROW CROPS GOOD | A/D | 78553 |
| 21.3673 | PASTURE GOOD | A/D | 78553 |
| 17.6473 | PASTURE GOOD | A | 78553 |
| 26.8639 | ROW CROPS GOOD | A | 78553 |
| 7.2411 | WOODS GOOD | A | 78553 |
| 2.8281 | WOODS GOOD | A/D | 78553 |
| 1.0852 | WOODS POOR | A | 78553 |
| 0.0001 | OPEN GOOD | A/D | 78553 |
Comment:
Manual Basin: 199
Scenario: Existing
Node: 199
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 18.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.3710 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.4524 | WOODS POOR | A/D | 78553 |
| 1.7770 | PASTURE GOOD | A/D | 78553 |
5/16/2023 17:34
===== PAGE 125 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0710 | OPEN GOOD | A/D | 78553 |
| 0.0068 | WOODS GOOD | A/D | 78553 |
| 0.0638 | PAVEMENT | A/D | 78553 |
Comment:
## Manual Basin: 200
Scenario: Existing
Node: 200
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 89.1674 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 8.3658 | RESIDENTIAL 1/3 AC | A | 78553 |
| 0.0001 | WOODS GOOD | A | 78553 |
| 0.0105 | RESIDENTIAL 1 AC | A | 78553 |
| 3.4608 | RESIDENTIAL 1 AC | A/D | 78553 |
| 0.7484 | RESIDENTIAL 1/3 AC | A/D | 78553 |
| 0.0069 | ROW CROPS GOOD | A | 78553 |
| 20.8607 | RESIDENTIAL 1 AC | A/D | 79027 |
| 19.1399 | RESIDENTIAL 1/3 AC | A/D | 79027 |
| 11.6275 | RESIDENTIAL 1/3 AC | A | 79027 |
| 0.0165 | ROW CROPS GOOD | A | 79027 |
| 5.0407 | WATER | A/D | 79027 |
| 3.6262 | RESIDENTIAL 1 AC | A | 79027 |
| 0.4303 | OPEN GOOD | A/D | 79027 |
| 2.9676 | WOODS GOOD | A/D | 79027 |
| 12.8653 | PASTURE GOOD | A/D | 79027 |
## Manual Basin: 201
Scenario: Existing
Node: 201
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 77.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
===== PAGE 126 =====
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 107.9014 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.4057 | ROW CROPS GOOD | A | 78553 |
| 33.4717 | ROW CROPS GOOD | A | 79027 |
| 0.2217 | WOODS GOOD | A | 79027 |
| 12.2155 | WOODS GOOD | A/D | 79027 |
| 0.8601 | ROW CROPS GOOD | A/D | 79027 |
| 1.9332 | RESI DENTIAL 1 AC | A | 79027 |
| 15.1235 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.0060 | RESI DENTIAL 1/3 AC | A | 79027 |
| 29.1722 | PASTURE GOOD | A/D | 79027 |
| 0.1742 | PASTURE GOOD | A | 79027 |
| 0.2478 | RESI DENTIAL 1/3 AC | A/D | 79027 |
| 0.1748 | WATER | A/D | 79027 |
| 8.8948 | ROW CROPS STRAIGHT GOOD | A/D | 79027 |
Comment:
Manual Basin: 202
Scenario: Existing
Node: 202
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.2000 min
Max Allowable Q: 999.00 cts
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 21.1656 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.8790 | RESIDENTIAL 1 AC | A/D | 78553 |
| 8.5757 | ROW CROPS GOOD | A | 78553 |
| 0.0169 | RESIDENTIAL 1 AC | A | 78553 |
| 0.2752 | PAVEMENT | A/D | 78553 |
| 1.7258 | ROW CROPS GOOD | A/D | 78553 |
| 0.3553 | OPEN GOOD | A/D | 78553 |
| 0.0360 | OPEN GOOD | A | 78553 |
| 0.0598 | WOODS GOOD | A | 78553 |
| 3.1080 | WOODS GOOD | A/D | 78553 |
| 0.0176 | PAVEMENT | B/D | 78553 |
| 0.0289 | OPEN GOOD | B/D | 78553 |
| 0.5177 | RESIDENTIAL 1 AC | B/D | 78553 |
| 0.7857 | ROW CROPS GOOD | A | 79027 |
| 0.1241 | WOODS GOOD | A | 79027 |
===== PAGE 127 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.6508 | WOODS GOOD | A/D | 79027 |
| 0.1117 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.2922 | RESI DENTIAL 1 AC | B/D | 79027 |
| 1.6030 | RESI DENTIAL 1 AC | A | 79027 |
| 0.0020 | ROW CROPS GOOD | A/D | 79027 |
Comment:
Manual Basin: 203
Scenario: Existing
Node: 203
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 12.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2587 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0899 | PAVEMENT | B/D | 78553 |
| 0.1520 | OPEN GOOD | B/D | 78553 |
| 0.4668 | RESI DENTIAL 1 AC | B/D | 78553 |
| 0.3832 | RESI DENTIAL 1 AC | B/D | 79027 |
| 0.1668 | RESI DENTIAL 1 AC | A | 79027 |
Comment:
Manual Basin: 204
Scenario: Existing
Node: 204
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7578 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0715 | PAVEMENT | A | 78553 |
| 0.0463 | OPEN GOOD | A | 78553 |
| 0.0275 | RESI DENTIAL 1 AC | A | 78553 |
| 0.2860 | RESI DENTIAL 1 AC | A/D | 78553 |
===== PAGE 128 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1729 | OPEN GOOD | A/D | 78553 |
| 0.1172 | PAVEMENT | A/D | 78553 |
| 0.0020 | ROW CROPS GOOD | A/D | 78553 |
| 0.0343 | ROW CROPS GOOD | A | 78553 |
Comment:
Manual Basin: 205
Scenario: Existing
Node: 205
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.6373 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2392 | PAVEMENT | A | 78553 |
| 0.2399 | OPEN GOOD | A | 78553 |
| 0.5716 | RESI DENTIAL 1 AC | A | 78553 |
| 0.5865 | RESI DENTIAL 1 AC | A/D | 78553 |
Comment:
Manual Basin: 206
Scenario: Existing
Node: 206
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 17.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2984 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0800 | PAVEMENT | A | 78553 |
| 0.0752 | OPEN GOOD | A | 78553 |
| 0.2585 | RESI DENTIAL 1 AC | A | 78553 |
| 0.8846 | RESI DENTIAL 1 AC | A/D | 78553 |
Comment:
===== PAGE 129 =====
Manual Basin: 207
Scenario: Existing
Node: 207
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4600 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0863 | PAVEMENT | A | 78553 |
| 0.0958 | OPEN GOOD | A | 78553 |
| 0.2620 | RESI DENTIAL 1 AC | A | 78553 |
| 0.6867 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1861 | ROW CROPS GOOD | A/D | 78553 |
| 0.1431 | ROW CROPS GOOD | A | 78553 |
Comment:
Manual Basin: 208
Scenario: Existing
Node: 208
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.8243 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.0877 | WOODS GOOD | A/D | 78553 |
| 0.4344 | OPEN GOOD | A/D | 78553 |
| 0.1696 | PAVEMENT | A/D | 78553 |
| 0.0524 | WOODS GOOD | B/D | 78553 |
| 0.0502 | OPEN GOOD | B/D | 78553 |
| 0.0300 | PAVEMENT | B/D | 78553 |
Comment:
Manual Basin: 209
Scenario: Existing Node: 209
===== PAGE 130 =====
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 19.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.9891 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.4035 | RESI DENTIAL 1 AC | A | 78553 |
| 0.1326 | PAVEMENT | A | 78553 |
| 0.1162 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1182 | PAVEMENT | A/D | 78553 |
| 0.1099 | WOODS GOOD | A/D | 78553 |
| 0.1087 | OPEN GOOD | A/D | 78553 |
Comment:
Manual Basin: 300
Scenario: Existing
Node: 300
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 24.7060 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 7.2256 | WOODS GOOD | A/D | 79028 |
| 0.0366 | ROW CROPS GOOD | A/D | 79028 |
| 1.5161 | WOODS GOOD | B/D | 79028 |
| 0.0693 | OPEN GOOD | B/D | 79028 |
| 0.9271 | ROW CROPS GOOD | A/D | 79027 |
| 2.0371 | WOODS GOOD | A/D | 79027 |
| 6.2842 | ROW CROPS GOOD | A | 79027 |
| 6.4888 | WOODS GOOD | C/D | 79028 |
| 0.1212 | WOODS GOOD | A | 79027 |
Comment:
## Manual Basin: 302
Scenario: Existing Node: 302
===== PAGE 131 =====
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1525 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1056 | PAVEMENT | A | 79027 |
| 0.1804 | OPEN GOOD | A | 79027 |
| 0.0413 | ROW CROPS GOOD | A | 79027 |
| 0.0486 | PAVEMENT | A/D | 79027 |
| 0.0924 | OPEN GOOD | A/D | 79027 |
| 0.0179 | ROW CROPS GOOD | A/D | 79027 |
| 0.0563 | PAVEMENT | A/D | 79028 |
| 0.1087 | OPEN GOOD | A/D | 79028 |
| 0.0330 | ROW CROPS GOOD | A/D | 79028 |
| 0.4564 | PAVEMENT | B/D | 79028 |
| 0.8812 | OPEN GOOD | B/D | 79028 |
| 0.0047 | WOODS GOOD | A/D | 79028 |
| 0.1260 | WOODS GOOD | B/D | 79028 |
Comment:
Manual Basin: 303
Scenario: Existing
Node: 303
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.8840 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.1375 | ROW CROPS GOOD | A | 79027 |
| 1.6249 | ROW CROPS GOOD | A/D | 79027 |
| 0.1216 | ROW CROPS GOOD | A/D | 79028 |
Comment:
Manual Basin: 304
Scenario: Existing
===== PAGE 132 =====
Node: 304
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 9.9201 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0617 | PAVEMENT | B/D | 78553 |
| 0.0417 | OPEN GOOD | B/D | 78553 |
| 0.0157 | RESI DENTIAL 1 AC | B/D | 78553 |
| 0.0003 | ROW CROPS GOOD | B/D | 78553 |
| 0.2982 | RESI DENTIAL 1 AC | B/D | 79027 |
| 0.8037 | ROW CROPS GOOD | B/D | 79027 |
| 0.2023 | OPEN GOOD | B/D | 79027 |
| 0.1304 | PAVEMENT | B/D | 79027 |
| 0.5474 | RESI DENTIAL 1 AC | A | 79027 |
| 0.0716 | PAVEMENT | A | 79027 |
| 0.1384 | OPEN GOOD | A | 79027 |
| 7.6085 | ROW CROPS GOOD | A | 79027 |
Comment:
Manual Basin: 305
Scenario: Existing
Node: 305
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.7164 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0117 | WOODS GOOD | B/D | 79027 |
| 0.0502 | WOODS GOOD | A | 79027 |
| 0.2680 | OPEN GOOD | A | 79027 |
| 0.1810 | PAVEMENT | A | 79027 |
| 0.0306 | OPEN GOOD | B/D | 79027 |
| 0.1182 | OPEN GOOD | A/D | 79027 |
| 0.0662 | PAVEMENT | A/D | 79027 |
| 0.1044 | OPEN GOOD | A/D | 79028 |
| 0.0658 | PAVEMENT | A/D | 79028 |
| 1.0382 | OPEN GOOD | B/D | 79028 |
===== PAGE 133 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.7745 | WOODS GOOD | B/D | 79028 |
| 0.5901 | PAVEMENT | B/D | 79028 |
| 0.4174 | WATER | B/D | 79028 |
Comment:
## Manual Basin: 306
Scenario: Existing
Node: 306
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 55.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 8.2095 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.0324 | WOODS GOOD | B/D | 79027 |
| 4.0480 | WOODS GOOD | B/D | 79028 |
| 0.1239 | WOODS GOOD | A | 79027 |
| 2.6024 | WATER | B/D | 79028 |
| 0.0002 | OPEN GOOD | A | 79027 |
| 0.0014 | OPEN GOOD | B/D | 79027 |
| 0.1643 | WOODS GOOD | A/D | 79027 |
| 0.2215 | WOODS GOOD | A/D | 79028 |
| 0.0042 | OPEN GOOD | A/D | 79027 |
| 0.0069 | OPEN GOOD | A/D | 79028 |
| 0.0043 | OPEN GOOD | B/D | 79028 |
## Comment:
Scenario: Existing
Node: 308
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7891 ac
===== PAGE 134 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2695 | OPEN GOOD | B/D | 78553 |
| 0.0353 | WOODS GOOD | B/D | 78553 |
| 0.1221 | PAVEMENT | B/D | 78553 |
| 0.0876 | PAVEMENT | B/D | 79027 |
| 0.1925 | OPEN GOOD | B/D | 79027 |
| 0.0484 | WOODS GOOD | B/D | 79027 |
| 0.0018 | WOODS GOOD | A | 79027 |
| 0.0197 | OPEN GOOD | A | 79027 |
| 0.0123 | PAVEMENT | A | 79027 |
## Comment:
Manual Basin: 400
Scenario: Existing
Node: 400
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 78.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.8753 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 16.1821 | ROW CROPS GOOD | A | 79027 |
| 2.2795 | PASTURE GOOD | A | 79027 |
| 5.1041 | PASTURE GOOD | A/D | 79027 |
| 2.0233 | ROW CROPS GOOD | A/D | 79027 |
| 2.9043 | WOODS GOOD | A | 79027 |
| 12.3711 | WOODS GOOD | A/D | 79027 |
| 0.0109 | WATER | A/D | 79027 |
## Comment:
## Manual Basin: 401
Scenario: Existing
Node: 401
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 53.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
===== PAGE 135 =====
Area: 16.8543 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.4309 | WOODS GOOD | B/D | 79028 |
| 6.0758 | WOODS GOOD | C/D | 79028 |
| 0.0501 | OPEN GOOD | B/D | 79028 |
| 1.9446 | ROW CROPS GOOD | A | 79027 |
| 0.6221 | ROW CROPS GOOD | A/D | 79027 |
| 2.5272 | WOODS GOOD | A/D | 79027 |
| 4.2020 | WOODS GOOD | A/D | 79028 |
| 0.0016 | WOODS GOOD | A | 79027 |
Comment:
Manual Basin: 402
Scenario: Existing
Node: 402
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.6315 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.5301 | PAVEMENT | B/D | 79028 |
| 1.3225 | OPEN GOOD | B/D | 79028 |
| 0.1722 | WOODS GOOD | B/D | 79028 |
| 0.0734 | WOODS GOOD | A/D | 79028 |
| 0.3767 | OPEN GOOD | A/D | 79028 |
| 0.1566 | PAVEMENT | A/D | 79028 |
Comment:
## Manual Basin: 403
Scenario: Existing
Node: 403
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.3778 ac
===== PAGE 136 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2205 | WOODS GOOD | A | 79027 |
| 0.0013 | OPEN GOOD | A | 79027 |
| 0.1268 | PAVEMENT | A | 79027 |
| 0.6739 | WOODS GOOD | A/D | 79027 |
| 0.3553 | PAVEMENT | A/D | 79027 |
## Comment:
Manual Basin: 404
Scenario: Existing
Node: 404
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 115.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 35.4003 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.6763 | ROW CROPS STRAIGHT GOOD | A/D | 79027 |
| 2.2456 | PASTURE GOOD | A/D | 79027 |
| 10.9213 | PASTURE GOOD | A | 79027 |
| 0.1356 | WOODS GOOD | A | 79027 |
| 0.0731 | WOODS GOOD | A/D | 79027 |
| 0.1534 | WATER | A/D | 79027 |
| 14.0256 | ROW CROPS GOOD | A/D | 79027 |
| 5.2901 | RESI DENTIAL 1 AC | A/D | 79027 |
| 1.7739 | ROW CROPS GOOD | A | 79027 |
| 0.1053 | RESI DENTIAL 1 AC | A | 79027 |
## Comment:
Manual Basin: 406
Scenario: Existing
Node: 406
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 86.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
===== PAGE 137 =====
Area: 12.2385 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.5608 | WOODS GOOD | A/D | 79028 |
| 0.0717 | OPEN GOOD | A/D | 79028 |
| 4.5267 | WOODS GOOD | A | 79027 |
| 0.0351 | PAVEMENT | A/D | 79028 |
| 1.6931 | ROW CROPS GOOD | A | 79027 |
| 3.9096 | WOODS GOOD | A/D | 79027 |
| 0.1011 | ROW CROPS GOOD | A/D | 79027 |
| 0.1671 | PAVEMENT | B/D | 79028 |
| 0.0720 | OPEN GOOD | B/D | 79028 |
| 0.2093 | WOODS GOOD | B/D | 79028 |
| 0.3507 | WOODS GOOD | B/D | 79027 |
| 0.0205 | ROW CROPS GOOD | B/D | 79027 |
| 0.0514 | OPEN GOOD | B/D | 79027 |
| 0.0714 | PAVEMENT | B/D | 79027 |
| 0.2313 | OPEN GOOD | A | 79027 |
| 0.1668 | PAVEMENT | A | 79027 |
Comment:
Manual Basin: 407
Scenario: Existing
Node: 407
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7143 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.6627 | PAVEMENT | B/D | 79028 |
| 0.0166 | WOODS GOOD | B/D | 79028 |
| 0.0160 | COMMERCIAL | B/D | 79028 |
| 0.0191 | OPEN GOOD | B/D | 79028 |
Comment:
Manual Basin: 408
Scenario: Existing
Node: 408
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
===== PAGE 138 =====
Time of Concentration: 43.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.6190 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 15.7586 | OPEN GOOD | B/D | 79028 |
| 1.6889 | PAVEMENT | B/D | 79028 |
| 0.0908 | RESI DENTI AL 1/3 AC | B/D | 79028 |
| 0.0807 | PAVEMENT | A/D | 79028 |
Comment:
Manual Basin: 409
Scenario: Existing
Node: 409
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4339 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.2788 | COMMERCIAL | B/D | 79028 |
| 0.1551 | OPEN GOOD | B/D | 79028 |
Manual Basin: 500
Scenario: Existing
Node: 500
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 87.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.2619 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 2.5202 | ROW CROPS GOOD | A/D | 79027 |
| 6.9862 | PASTURE GOOD | A | 79027 |
===== PAGE 139 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.2337 | ROW CROPS GOOD | A | 79027 |
| 0.0392 | WATER | A | 79027 |
| 7.2220 | RESIDENTIAL 1 AC | A | 79027 |
| 0.2604 | PASTURE GOOD | A/D | 79027 |
Comment:
Manual Basin: 501
Scenario: Existing
Node:
501
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 42.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.2499 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0088 | WOODS GOOD | A/D | 79027 |
| 0.5198 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.8913 | PAVEMENT | A/D | 79027 |
| 0.5570 | RESI DENTIAL 1 AC | A | 79027 |
| 0.5797 | ROW CROPS GOOD | A/D | 79027 |
| 0.1263 | PASTURE GOOD | A | 79027 |
| 0.1331 | PASTURE GOOD | A/D | 79027 |
| 0.4339 | PAVEMENT | A | 79027 |
Comment:
Manual Basin: 502
Scenario: Existing
Node: 502
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration:
45.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 10.5888 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0376 | PASTURE GOOD | A | 79027 |
| 7.0873 | RESIDENTIAL 1 AC | A | 79027 |
5/16/2023 17:34
===== PAGE 140 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0245 | WOODS GOOD | A | 79027 |
| 0.0513 | WOODS GOOD | A/D | 79027 |
| 3.3881 | RESIDENTIAL 1 AC | A/D | 79027 |
Comment:
Manual Basin: 503
Scenario: Existing
Node: 503
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 30.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.2927 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.1669 | PASTURE GOOD | A/D | 79027 |
| 0.0283 | ROW CROPS GOOD | A/D | 79027 |
| 2.8301 | RESIDENTIAL 1 AC | A/D | 79027 |
| 0.2674 | PAVEMENT | A/D | 79027 |
Comment:
Manual Basin: 600
Scenario: Existing
Node: 600
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 95.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 20.8685 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 6.8970 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.0791 | RESI DENTIAL 1/3 AC | A/D | 79027 |
| 10.9745 | WOODS GOOD | A/D | 79027 |
| 0.2930 | WOODS GOOD | D | 79027 |
| 2.2923 | WATER | D | 79027 |
| 0.3327 | WATER | A/D | 79027 |
===== PAGE 141 =====
Comment:
Manual Basin: 601
Scenario: Existing
Node: 601
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 14.7712 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 12.8251 | WOODS GOOD | A/D | 79027 |
| 1.0463 | PASTURE GOOD | A/D | 79027 |
| 0.2972 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.6026 | PAVEMENT | A/D | 79027 |
Comment:
Manual Basin: 602
Scenario: Existing
Node: 602
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.6790 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0243 | WOODS GOOD | A/D | 79027 |
| 0.5744 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.0803 | PAVEMENT | A/D | 79027 |
## Comment:
## Manual Basin: 603
Scenario: Existing
Node: 603
===== PAGE 142 =====
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 83.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 30.8176 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 2.2482 | PASTURE GOOD | A/D | 79027 |
| 0.0741 | WOODS GOOD | A/D | 79027 |
| 15.1304 | RESI DENTIAL 1 AC | A/D | 79026 |
| 0.0142 | PASTURE GOOD | A/D | 79026 |
| 12.4731 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.4587 | OPEN GOOD | A/D | 79027 |
| 0.0536 | OPEN GOOD | A/D | 79026 |
| 0.1325 | PAVEMENT | A/D | 79027 |
| 0.2328 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 604
Scenario: Existing
Node: 604
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 99.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6144 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.3938 | PAVEMENT | A/D | 79026 |
| 11.2206 | PASTURE GOOD | A/D | 79026 |
Comment:
## Manual Basin: 605
Scenario: Existing
Node: 605
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 48.8000 min
Max Allowable Q: 999.00 cfs
===== PAGE 143 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.2138 | PAVEMENT | A/D | 79026 |
| 3.1679 | PASTURE GOOD | A/D | 79026 |
Comment:
Manual Basin: 606
Scenario: Existing
Node: 606
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 72.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 25.2256 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 24.6238 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.3259 | WATER | A/D | 79026 |
| 0.0003 | COMMERCIAL | A/D | 79026 |
| 0.2756 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 607
Scenario: Existing
Node: 607
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 153.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.4169 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1765 | RESIDENTIAL 1 AC | A | 79027 |
| 1.8947 | ROW CROPS GOOD | A | 79027 |
| 2.1655 | ROW CROPS GOOD | A/D | 79027 |
| 1.0541 | ROW CROPS GOOD | A/D | 79026 |
===== PAGE 144 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 24.1038 | RESIDENTIAL 1 AC | A/D | 79026 |
| 9.1908 | RESIDENTIAL 1 AC | A/D | 79027 |
| 0.7489 | PASTURE GOOD | A/D | 79026 |
| 7.0772 | PASTURE GOOD | A/D | 79027 |
| 0.0055 | WOODS GOOD | A/D | 79027 |
Comment:
Manual Basin: 608
Scenario: Existing
Node: 608
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 69.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.2110 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 18.1865 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.0244 | RESIDENTIAL 1/3 AC | A/D | 79026 |
Comment:
Manual Basin: 609
Scenario: Existing
Node: 609
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 85.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 39.2850 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.6519 | RESIDENTIAL 1/3 AC | A/D | 79027 |
| 1.4334 | RESIDENTIAL 1 AC | A/D | 79027 |
| 15.9104 | PASTURE GOOD | A/D | 79027 |
| 5.7959 | WOODS GOOD | A/D | 79027 |
| 1.4935 | WATER | A/D | 79027 |
Comment:
===== PAGE 145 =====
## Manual Basin: 801
Scenario: Existing
Node: 801
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 84.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.7391 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 15.7391 | PASTURE GOOD | A/D | 79026 |
## Comment:
Manual Basin: 803
Scenario: Existing
Node: 803
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 17.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.0874 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.5542 | PASTURE GOOD | A/D | 79026 |
| 0.5332 | PAVEMENT | A/D | 79026 |
## Manual Basin: 805
Scenario: Existing
Node: 805
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 105.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.5386 ac
===== PAGE 146 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 6.1122 | PASTURE GOOD | A/D | 78552 |
| 4.1165 | PASTURE GOOD | A/D | 78551 |
| 9.7656 | OPEN GOOD | A/D | 78551 |
| 2.7949 | OPEN GOOD | A/D | 78552 |
| 5.8820 | RESI DENTIAL 1 AC | A/D | 78551 |
| 4.1817 | RESI DENTIAL 1 AC | A/D | 78552 |
| 4.6208 | RESI DENTIAL 1 AC | A/D | 79025 |
| 0.3734 | OPEN GOOD | A/D | 79025 |
| 0.0121 | OPEN GOOD | A/D | 79026 |
| 2.6792 | RESI DENTIAL 1 AC | A/D | 79026 |
## Comment:
Manual Basin: 806
Scenario: Existing
Node: 806
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 108.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 87.5453 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 8.0465 | PASTURE GOOD | A/D | 78552 |
| 9.0763 | OPEN GOOD | A/D | 78552 |
| 16.8225 | RESI DENTIAL 1 AC | A/D | 78552 |
| 0.7393 | WATER | A/D | 78552 |
| 18.3255 | RESI DENTIAL 1 AC | A/D | 79026 |
| 14.1752 | PASTURE GOOD | A/D | 79026 |
| 15.9796 | OPEN GOOD | A/D | 79026 |
| 0.6746 | WATER | A/D | 79026 |
| 2.9066 | RESI DENTIAL 1 AC | A | 79026 |
| 0.7952 | PASTURE GOOD | A | 79026 |
| 0.0040 | OPEN GOOD | A | 79026 |
Comment:
Manual Basin: 807
Scenario: Existing
Node: 807
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
===== PAGE 147 =====
Time of Concentration: 139.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 132.9681 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 50.1184 | RESI DENTIAL 1 AC | A/D | 79026 |
| 4.4331 | PASTURE GOOD | A/D | 79026 |
| 8.7376 | RESI DENTIAL 1 AC | A/D | 79025 |
| 62.3288 | OPEN GOOD | A/D | 79026 |
| 1.4118 | WATER | A/D | 79026 |
| 0.2766 | PASTURE GOOD | A | 79026 |
| 1.4356 | OPEN GOOD | A | 79026 |
| 4.0177 | RESI DENTIAL 1 AC | A | 79026 |
| 0.2086 | WATER | A | 79026 |
Comment:
Manual Basin: 808
Scenario: Existing
Node: 808
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 61.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.6322 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 15.4177 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.6618 | WATER | A/D | 79026 |
| 2.4066 | OPEN GOOD | A/D | 79026 |
| 0.1461 | PAVEMENT | A/D | 79026 |
Comment:
## Manual Basin: 809
Scenario: Existing
Node: 809
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 56.4000 min
Max Allowable Q: 999.00 cfs
===== PAGE 148 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 18.6282 | RESIDENTIAL 1 AC | A/D | 79026 |
| 8.6278 | RESIDENTIAL 1 AC | A/D | 79025 |
| 12.0921 | OPEN GOOD | A/D | 79026 |
| 0.3887 | OPEN GOOD | A/D | 79025 |
| 3.5221 | COMMERCIAL | A/D | 79025 |
| 0.9148 | COMMERCIAL | A/D | 79026 |
| 0.0002 | PAVEMENT | A/D | 79025 |
Comment:
Manual Basin: 810
Scenario: Existing
Node: 810
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 51.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.8651 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.8651 | RESIDENTIAL 1 AC | A/D | 79026 |
Comment:
## Manual Basin: 811
Scenario: Existing
Node: 811
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 33.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.5867 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 12.4620 | RESIDENTIAL 1 AC | A/D | 79026 |
| 2.9604 | WATER | A/D | 79026 |
===== PAGE 149 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 11.8070 | COMMERCIAL | A/D | 79026 |
| 0.3573 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 812
Scenario: Existing
Node: 812
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 117.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.3854 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.9460 | RESIDENTIAL 1 AC | A/D | 79026 |
| 6.1057 | OPEN GOOD | A/D | 79026 |
| 0.3337 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 813
Scenario: Existing
Node: 813
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.5534 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.9115 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.5652 | OPEN GOOD | A/D | 79026 |
| 0.0767 | PAVEMENT | A/D | 79026 |
Comment:
===== PAGE 150 =====
Manual Basin: 814
Scenario: Existing
Node: 814
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 28.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 4.8881 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.7493 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.4343 | PAVEMENT | A/D | 79026 |
| 0.1404 | OPEN GOOD | A/D | 79026 |
| 1.9773 | COMMERCIAL | A/D | 79025 |
| 0.4471 | COMMERCIAL | A/D | 79026 |
| 0.1397 | PAVEMENT | A/D | 79025 |
Comment:
Manual Basin: 815
Scenario: Existing
Node: 815
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1201 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 2.0131 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.1070 | PAVEMENT | A/D | 79026 |
Comment:
## Manual Basin: 816
Node: 816
Scenario: Existing
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 21.3000 min
Max Allowable Q: 999.00 cfs
===== PAGE 151 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.4440 | RESIDENTIAL 1 AC | A/D | 78552 |
| 1.7403 | RESIDENTIAL 1 AC | A/D | 79026 |
Comment:
Manual Basin: 817
Scenario: Existing
Node: 817
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 88.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.5886 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.1469 | RESIDENTIAL 1 AC | A/D | 79026 |
| 1.4418 | OPEN GOOD | A/D | 79026 |
Comment:
Manual Basin: 818
Scenario: Existing
Node: 818
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 128.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.2434 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 41.5833 | RESI DENTIAL 1 AC | A/D | 79026 |
| 3.4212 | OPEN GOOD | A/D | 79026 |
| 0.7319 | RESI DENTIAL 1 AC | A | 79026 |
| 0.5070 | WATER | A/D | 79026 |
Comment:
===== PAGE 152 =====
## Manual Basin: 819
Scenario: Existing
Node: 819
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 96.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6490 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 11.4692 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.1798 | WATER | A/D | 79026 |
## Comment:
## Manual Basin: Citrus Dev Area_MB
Scenario: Existing
Node: Citrus Swale US
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.1000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.6000 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 27.6000 | Citrus Dev Area | Citrus Dev Area | 78553 |
Comment:
## Manual Basin: Citrus Pond1 MB
Scenario: Existing
Node: Citrus Pond 1
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.1500 ac
===== PAGE 153 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 6.1500 | Citrus Pond1 | Citrus Pond1 | 78553 |
| Comment: From SWFWMD ERP Permit 11050.010 |
Manual Basin: Citrus Pond2 MB
Scenario: Existing
Node: Citrus Pond 2
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.6600 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.6600 | Citrus Pond2 | Citrus Pond2 | 78553 |
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Undev Area_MB
Scenario: Existing
Node: Citrus Swale DS
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 126.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 37.7400 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 18.8700 | Citrus Undev | Citrus Undev | 78552 |
| 18.8700 | Citrus Undev | Citrus Undev | 78553 |
## Comment:
Manual Basin: 100
Scenario: PD&E
Node: 100
Hydrograph Method: NRCS Unit Hydrograph
===== PAGE 154 =====
Infiltration Method: Curve Number
Time of Concentration: 48.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 42.4569 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 4.9915 | RESI DENTIAL 1 AC | A/D | 78553 |
| 8.1391 | RESI DENTIAL 1 AC | A/D | 78552 |
| 1.8322 | ROW CROPS GOOD | A/D | 78553 |
| 0.1662 | ROW CROPS GOOD | A/D | 78552 |
| 3.1845 | RESI DENTIAL 1 AC | A/D | 79026 |
| 7.8844 | ROW CROPS GOOD | A/D | 79026 |
| 5.6907 | ROW CROPS GOOD | A/D | 79027 |
| 0.2483 | RESI DENTIAL 1 AC | A/D | 79027 |
| 4.6485 | ROW CROPS GOOD | A | 79026 |
| 5.5399 | ROW CROPS GOOD | A | 79027 |
| 0.1317 | RESI DENTIAL 1 AC | A | 79027 |
Comment:
Manual Basin: 101
Scenario: PD&E
Node: 101
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 35.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.4076 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.1218 | RESIDENTIAL 1/3 AC | A/D | 78552 |
| 0.0085 | PASTURE GOOD | A/D | 78552 |
| 0.0678 | WOODS POOR | A/D | 78552 |
| 0.1251 | INDUSTRIAL | A/D | 78552 |
| 0.0271 | WOODS POOR | A/D | 78553 |
| 1.0234 | INDUSTRIAL | A/D | 78553 |
| 0.0339 | WOODS GOOD | A/D | 78553 |
Comment:
Manual Basin: 102
===== PAGE 155 =====
Scenario: PD&E
Node: 102
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 74.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.1168 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.1420 | RESI DENTIAL 1 AC | A | 78553 |
| 2.9524 | RESI DENTIAL 1 AC | A/D | 78553 |
| 1.8993 | ROW CROPS GOOD | A/D | 78553 |
| 20.8484 | ROW CROPS GOOD | A | 78553 |
| 0.0438 | PAVEMENT | A | 78553 |
| 0.0666 | OPEN GOOD | A | 78553 |
| 0.0034 | RESI DENTIAL 1/3 AC | A | 78553 |
| 0.1609 | ROW CROPS GOOD | A | 79027 |
Comment:
Manual Basin: 102A
Scenario: PD&E
Node: 102A
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1544 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0849 | PAVEMENT | A | 78553 |
| 0.0981 | OPEN GOOD | A | 78553 |
| 0.2211 | RESI DENTIAL 1 AC | A | 78553 |
| 0.4955 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.5086 | ROW CROPS GOOD | A/D | 78553 |
| 0.7463 | ROW CROPS GOOD | A | 78553 |
Comment:
Manual Basin: 102B
Scenario: PD&E
===== PAGE 156 =====
Node: 102B
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8760 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2403 | PAVEMENT | A | 78553 |
| 0.4006 | OPEN GOOD | A | 78553 |
| 0.2351 | RESI DENTIAL 1 AC | A | 78553 |
Comment:
Manual Basin: 102C
Scenario: PD&E
Node: 102C
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8315 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0638 | PAVEMENT | A | 78553 |
| 0.1090 | OPEN GOOD | A | 78553 |
| 0.6229 | RESI DENTIAL 1 AC | A | 78553 |
| 0.0359 | RESI DENTIAL 1 AC | A/D | 78553 |
## Manual Basin: 102D
Scenario: PD&E
Node: 102D
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 27.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
===== PAGE 157 =====
Area: 1.7126 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1552 | PAVEMENT | A/D | 78553 |
| 0.3788 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1260 | OPEN GOOD | A/D | 78553 |
| 0.9586 | RESI DENTIAL 1 AC | A | 78553 |
| 0.0613 | OPEN GOOD | A | 78553 |
| 0.0327 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 103
Scenario: PD&E
Node: 103
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 33.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 92.5218 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 9.5894 | PASTURE GOOD | A/D | 78552 |
| 1.0101 | RESI DENTIAL 1/8 AC | A/D | 78552 |
| 56.2596 | RESI DENTIAL 1 AC | A/D | 78552 |
| 11.9343 | RESI DENTIAL 1/3 AC | A/D | 78552 |
| 0.5619 | PASTURE GOOD | B/D | 78552 |
| 4.0181 | RESI DENTIAL 1 AC | B/D | 78552 |
| 1.4210 | OPEN GOOD | A/D | 78552 |
| 7.3775 | OPEN GOOD | B/D | 78552 |
| 0.2597 | WOODS POOR | B/D | 78552 |
| 0.0903 | WOODS POOR | A/D | 78552 |
Scenario: PD&E
Node: 104
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
===== PAGE 158 =====
Peaking Factor: 256.0
Area: 70.4711 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 36.4375 | WOODS GOOD | A/D | 78553 |
| 1.7010 | INDUSTRIAL | A/D | 78553 |
| 0.0606 | WOODS POOR | A/D | 78553 |
| 1.4881 | PASTURE GOOD | A/D | 78553 |
| 13.6918 | RESI DENTIAL 1 AC | A/D | 78553 |
| 1.8271 | WATER | A/D | 78553 |
| 0.0405 | PAVEMENT | A/D | 78553 |
| 0.0066 | OPEN GOOD | A/D | 78553 |
| 2.9938 | RESI DENTIAL 1 AC | A | 78553 |
| 0.0298 | ROW CROPS GOOD | A | 78553 |
| 0.3263 | WOODS GOOD | A | 78553 |
| 0.0503 | RESI DENTIAL 1/3 AC | A/D | 78553 |
| 11.8177 | RESI DENTIAL 1/3 AC | A | 78553 |
Comment:
Manual Basin: 105
Scenario: PD&E
Node: 105
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 162.7132 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.7807 | RESIDENTIAL 1/3 AC | A/D | 78552 |
| 71.5638 | RESIDENTIAL 1 AC | A/D | 78552 |
| 12.8572 | WATER | A/D | 78552 |
| 15.8609 | OPEN GOOD | A/D | 78552 |
| 0.3323 | WOODS GOOD | A/D | 78552 |
| 20.6399 | PASTURE GOOD | A/D | 78552 |
| 2.3603 | WOODS POOR | A/D | 78552 |
| 10.7170 | RESIDENTIAL 1/3 AC | A/D | 79026 |
| 13.4913 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.1098 | ROW CROPS GOOD | A/D | 79026 |
Comment:
𨱑
Manual Basin: 106
===== PAGE 159 =====
Scenario: PD&E
Node: 106
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 120.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 61.5048 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.0004 | RESI DENTIAL 1 AC | A/D | 78552 |
| 3.9279 | WOODS POOR | A/D | 78552 |
| 6.1536 | OPEN GOOD | A/D | 78552 |
| 0.6653 | WATER | A/D | 78552 |
| 0.0617 | RESI DENTAL 1/3 AC | A/D | 78552 |
| 33.1244 | RESI DENTIAL 1 AC | A/D | 79026 |
| 2.8561 | RESI DENTAL 1/3 AC | A/D | 79026 |
| 0.7154 | WATER | A/D | 79026 |
Comment:
Manual Basin: 107
Scenario: PD&E
Node: 107
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.0663 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.0663 | RESIDENTIAL 1 AC | A/D | 78552 |
Comment:
## Manual Basin: 110
Scenario: PD&E
Node: 110
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 102.1000 min
Max Allowable Q: 999.00 cfs
===== PAGE 160 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 48.6226 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 13.7059 | RESI DENTIAL 1/3 AC | A/D | 78552 |
| 3.1910 | RESI DENTIAL 1 AC | A/D | 78552 |
| 15.5145 | WOODS GOOD | A/D | 78552 |
| 16.2111 | PASTURE GOOD | A/D | 78552 |
Comment:
Manual Basin: 111
Scenario: PD&E
Node: 111
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.1513 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.0200 | WOODS GOOD | A/D | 78553 |
| 0.0003 | RESI DENTIAL 1/3 AC | A/D | 78553 |
| 0.0192 | RESI DENTIAL 1/3 AC | A | 78553 |
| 0.0070 | WOODS GOOD | A | 78553 |
| 0.0174 | PASTURE GOOD | A/D | 78553 |
| 4.0803 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.0070 | RESI DENTIAL 1 AC | A | 78553 |
Comment:
## Manual Basin: 112
Scenario: PD&E
Node: 112
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 38.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.2955 ac
===== PAGE 161 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0886 | ROW CROPS GOOD | A | 78553 |
| 0.0049 | PASTURE GOOD | A | 78553 |
| 4.2677 | RESIDENTIAL 1 AC | A | 78553 |
| 0.7065 | OPEN GOOD | A | 78553 |
| 0.2277 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 113
Scenario: PD&E
Node: 113
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 37.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.2615 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0065 | PASTURE GOOD | A | 78553 |
| 6.6389 | OPEN GOOD | A | 78553 |
| 0.3495 | WOODS GOOD | A | 78553 |
| 0.2666 | PAVEMENT | A | 78553 |
Comment:
Manual Basin: 114
Scenario: PD&E
Node: 114
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.7717 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 4.9065 | WOODS GOOD | A | 78553 |
| 0.0587 | PASTURE GOOD | A | 78553 |
| 1.7363 | WOODS GOOD | A/D | 78553 |
| 0.7227 | OPEN GOOD | A | 78553 |
| 0.0796 | PAVEMENT | A/D | 78553 |
===== PAGE 162 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2680 | PAVEMENT | A | 78553 |
|
| Comment: |
|
Manual Basin: 180
Scenario: PD&E
Node: 180
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 101.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 33.4966 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.9488 | PASTURE GOOD | A/D | 78552 |
| 0.1840 | RESI DENTIAL 1/3 AC | A/D | 78552 |
| 3.5203 | WOODS POOR | A/D | 78552 |
| 15.0638 | WOODS POOR | A/D | 78553 |
| 10.6065 | WOODS GOOD | A/D | 78553 |
| 0.1026 | PASTURE GOOD | A/D | 78553 |
| 0.0374 | PASTURE GOOD | A | 78553 |
| 0.0331 | INDUSTRIAL | A/D | 78553 |
Comment:
Scenario: PD&E
Node: 181
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 172.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 66.0599 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 13.2017 | WOODS POOR | A/D | 78552 |
| 12.5070 | PASTURE GOOD | A/D | 78552 |
| 24.3949 | WOODS POOR | A/D | 78553 |
| 0.0145 | PASTURE GOOD | A/D | 78553 |
| 10.4479 | OPEN GOOD | A/D | 78552 |
===== PAGE 163 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.6349 | OPEN GOOD | A/D | 78553 |
| 3.8590 | WOODS GOOD | A/D | 78553 |
Comment:
Manual Basin: 198
Scenario: PD&E
Node: 198
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 185.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 83.4914 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.7861 | WOODS POOR | A/D | 78553 |
| 0.6723 | ROW CROPS GOOD | A/D | 78553 |
| 21.3673 | PASTURE GOOD | A/D | 78553 |
| 17.6473 | PASTURE GOOD | A | 78553 |
| 26.8639 | ROW CROPS GOOD | A | 78553 |
| 7.2411 | WOODS GOOD | A | 78553 |
| 2.8281 | WOODS GOOD | A/D | 78553 |
| 1.0852 | WOODS POOR | A | 78553 |
| 0.0001 | OPEN GOOD | A/D | 78553 |
## Manual Basin: 199
Scenario: PD&E
Node: 199
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 18.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.3710 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.4524 | WOODS POOR | A/D | 78553 |
| 1.7770 | PASTURE GOOD | A/D | 78553 |
| 0.0710 | OPEN GOOD | A/D | 78553 |
5/16/2023 17:34
===== PAGE 164 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0068 | WOODS GOOD | A/D | 78553 |
| 0.0638 | PAVEMENT | A/D | 78553 |
Manual Basin: 200
Scenario: PD&E
Node: 200
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 89.1674 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 8.3658 | RESI DENTIAL 1/3 AC | A | 78553 |
| 0.0001 | WOODS GOOD | A | 78553 |
| 0.0105 | RESI DENTIAL 1 AC | A | 78553 |
| 3.4608 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.7484 | RESI DENTIAL 1/3 AC | A/D | 78553 |
| 0.0069 | ROW CROPS GOOD | A | 78553 |
| 20.8607 | RESI DENTIAL 1 AC | A/D | 79027 |
| 19.1399 | RESI DENTIAL 1/3 AC | A/D | 79027 |
| 11.6275 | RESI DENTIAL 1/3 AC | A | 79027 |
| 0.0165 | ROW CROPS GOOD | A | 79027 |
| 5.0407 | WATER | A/D | 79027 |
| 3.6262 | RESI DENTIAL 1 AC | A | 79027 |
| 0.4303 | OPEN GOOD | A/D | 79027 |
| 2.9676 | WOODS GOOD | A/D | 79027 |
| 12.8653 | PASTURE GOOD | A/D | 79027 |
Scenario: PD&E
Node: 201
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 77.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
===== PAGE 165 =====
Peaking Factor: 256.0
Area: 107.9014 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.4057 | ROW CROPS GOOD | A | 78553 |
| 33.4717 | ROW CROPS GOOD | A | 79027 |
| 0.2217 | WOODS GOOD | A | 79027 |
| 12.2155 | WOODS GOOD | A/D | 79027 |
| 0.8601 | ROW CROPS GOOD | A/D | 79027 |
| 1.9332 | RESI DENTIAL 1 AC | A | 79027 |
| 15.1235 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.0060 | RESI DENTIAL 1/3 AC | A | 79027 |
| 29.1722 | PASTURE GOOD | A/D | 79027 |
| 0.1742 | PASTURE GOOD | A | 79027 |
| 0.2478 | RESI DENTIAL 1/3 AC | A/D | 79027 |
| 0.1748 | WATER | A/D | 79027 |
| 8.8948 | ROW CROPS STRAIGHT GOOD | A/D | 79027 |
Comment:
___
Manual Basin: 202
Scenario: PD&E
Node: 202
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 21.1656 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.8790 | RESIDENTIAL 1 AC | A/D | 78553 |
| 8.5757 | ROW CROPS GOOD | A | 78553 |
| 0.0169 | RESIDENTIAL 1 AC | A | 78553 |
| 0.2752 | PAVEMENT | A/D | 78553 |
| 1.7258 | ROW CROPS GOOD | A/D | 78553 |
| 0.3553 | OPEN GOOD | A/D | 78553 |
| 0.0360 | OPEN GOOD | A | 78553 |
| 0.0598 | WOODS GOOD | A | 78553 |
| 3.1080 | WOODS GOOD | A/D | 78553 |
| 0.0176 | PAVEMENT | B/D | 78553 |
| 0.0289 | OPEN GOOD | B/D | 78553 |
| 0.5177 | RESIDENTIAL 1 AC | B/D | 78553 |
| 0.7857 | ROW CROPS GOOD | A | 79027 |
| 0.1241 | WOODS GOOD | A | 79027 |
| 1.6508 | WOODS GOOD | A/D | 79027 |
===== PAGE 166 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1117 | RESIDENTIAL 1 AC | A/D | 79027 |
| 0.2922 | RESIDENTIAL 1 AC | B/D | 79027 |
| 1.6030 | RESIDENTIAL 1 AC | A | 79027 |
| 0.0020 | ROW CROPS GOOD | A/D | 79027 |
Comment:
Manual Basin: 203
Scenario: PD&E
Node: 203
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 12.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2587 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0899 | PAVEMENT | B/D | 78553 |
| 0.1520 | OPEN GOOD | B/D | 78553 |
| 0.4668 | RESI DENTIAL 1 AC | B/D | 78553 |
| 0.3832 | RESI DENTIAL 1 AC | B/D | 79027 |
| 0.1668 | RESI DENTIAL 1 AC | A | 79027 |
Comment:
Manual Basin: 204
Scenario: PD&E
Node: 204
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7578 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0715 | PAVEMENT | A | 78553 |
| 0.0463 | OPEN GOOD | A | 78553 |
| 0.0275 | RESI DENTIAL 1 AC | A | 78553 |
| 0.2860 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1729 | OPEN GOOD | A/D | 78553 |
===== PAGE 167 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1172 | PAVEMENT | A/D | 78553 |
| 0.0020 | ROW CROPS GOOD | A/D | 78553 |
| 0.0343 | ROW CROPS GOOD | A | 78553 |
Comment:
Manual Basin: 205
Scenario: PD&E
Node: 205
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.6373 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2392 | PAVEMENT | A | 78553 |
| 0.2399 | OPEN GOOD | A | 78553 |
| 0.5716 | RESI DENTIAL 1 AC | A | 78553 |
| 0.5865 | RESI DENTIAL 1 AC | A/D | 78553 |
Comment:
Manual Basin: 206
Scenario: PD&E
Node: 206
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 17.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2984 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0800 | PAVEMENT | A | 78553 |
| 0.0752 | OPEN GOOD | A | 78553 |
| 0.2585 | RESI DENTIAL 1 AC | A | 78553 |
| 0.8846 | RESI DENTIAL 1 AC | A/D | 78553 |
Comment:
===== PAGE 168 =====
Manual Basin: 207
Scenario: PD&E
Node: 207
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4600 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0863 | PAVEMENT | A | 78553 |
| 0.0958 | OPEN GOOD | A | 78553 |
| 0.2620 | RESI DENTIAL 1 AC | A | 78553 |
| 0.6867 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1861 | ROW CROPS GOOD | A/D | 78553 |
| 0.1431 | ROW CROPS GOOD | A | 78553 |
Comment:
Manual Basin: 208
Scenario: PD&E
Node: 208
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.8243 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.0877 | WOODS GOOD | A/D | 78553 |
| 0.4344 | OPEN GOOD | A/D | 78553 |
| 0.1696 | PAVEMENT | A/D | 78553 |
| 0.0524 | WOODS GOOD | B/D | 78553 |
| 0.0502 | OPEN GOOD | B/D | 78553 |
| 0.0300 | PAVEMENT | B/D | 78553 |
Comment:
## Manual Basin: 209
Scenario: PD&E
Node: 209
===== PAGE 169 =====
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 19.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.9891 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.4035 | RESI DENTIAL 1 AC | A | 78553 |
| 0.1326 | PAVEMENT | A | 78553 |
| 0.1162 | RESI DENTIAL 1 AC | A/D | 78553 |
| 0.1182 | PAVEMENT | A/D | 78553 |
| 0.1099 | WOODS GOOD | A/D | 78553 |
| 0.1087 | OPEN GOOD | A/D | 78553 |
Comment:
Manual Basin: 300
Scenario: PD&E
Node: 300
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 24.7060 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 7.2256 | WOODS GOOD | A/D | 79028 |
| 0.0366 | ROW CROPS GOOD | A/D | 79028 |
| 1.5161 | WOODS GOOD | B/D | 79028 |
| 0.0693 | OPEN GOOD | B/D | 79028 |
| 0.9271 | ROW CROPS GOOD | A/D | 79027 |
| 2.0371 | WOODS GOOD | A/D | 79027 |
| 6.2842 | ROW CROPS GOOD | A | 79027 |
| 6.4888 | WOODS GOOD | C/D | 79028 |
| 0.1212 | WOODS GOOD | A | 79027 |
Comment:
## Manual Basin: 302
Scenario: PD&E
Node: 302
===== PAGE 170 =====
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1525 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1056 | PAVEMENT | A | 79027 |
| 0.1804 | OPEN GOOD | A | 79027 |
| 0.0413 | ROW CROPS GOOD | A | 79027 |
| 0.0486 | PAVEMENT | A/D | 79027 |
| 0.0924 | OPEN GOOD | A/D | 79027 |
| 0.0179 | ROW CROPS GOOD | A/D | 79027 |
| 0.0563 | PAVEMENT | A/D | 79028 |
| 0.1087 | OPEN GOOD | A/D | 79028 |
| 0.0330 | ROW CROPS GOOD | A/D | 79028 |
| 0.4564 | PAVEMENT | B/D | 79028 |
| 0.8812 | OPEN GOOD | B/D | 79028 |
| 0.0047 | WOODS GOOD | A/D | 79028 |
| 0.1260 | WOODS GOOD | B/D | 79028 |
Comment:
Manual Basin: 303
Scenario: PD&E
Node: 303
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.8840 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.1375 | ROW CROPS GOOD | A | 79027 |
| 1.6249 | ROW CROPS GOOD | A/D | 79027 |
| 0.1216 | ROW CROPS GOOD | A/D | 79028 |
Comment:
Manual Basin: 304
Scenario: PD&E
===== PAGE 171 =====
Node: 304
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 9.9201 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0617 | PAVEMENT | B/D | 78553 |
| 0.0417 | OPEN GOOD | B/D | 78553 |
| 0.0157 | RESI DENTIAL 1 AC | B/D | 78553 |
| 0.0003 | ROW CROPS GOOD | B/D | 78553 |
| 0.2982 | RESI DENTIAL 1 AC | B/D | 79027 |
| 0.8037 | ROW CROPS GOOD | B/D | 79027 |
| 0.2023 | OPEN GOOD | B/D | 79027 |
| 0.1304 | PAVEMENT | B/D | 79027 |
| 0.5474 | RESI DENTIAL 1 AC | A | 79027 |
| 0.0716 | PAVEMENT | A | 79027 |
| 0.1384 | OPEN GOOD | A | 79027 |
| 7.6085 | ROW CROPS GOOD | A | 79027 |
Comment:
Manual Basin: 305
Scenario: PD&E
Node: 305
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.7164 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0117 | WOODS GOOD | B/D | 79027 |
| 0.0502 | WOODS GOOD | A | 79027 |
| 0.2680 | OPEN GOOD | A | 79027 |
| 0.1810 | PAVEMENT | A | 79027 |
| 0.0306 | OPEN GOOD | B/D | 79027 |
| 0.1182 | OPEN GOOD | A/D | 79027 |
| 0.0662 | PAVEMENT | A/D | 79027 |
| 0.1044 | OPEN GOOD | A/D | 79028 |
| 0.0658 | PAVEMENT | A/D | 79028 |
| 1.0382 | OPEN GOOD | B/D | 79028 |
===== PAGE 172 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.7745 | WOODS GOOD | B/D | 79028 |
| 0.5901 | PAVEMENT | B/D | 79028 |
| 0.4174 | WATER | B/D | 79028 |
Comment:
## Manual Basin: 306
Scenario: PD&E
Node: 306
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 55.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 8.2095 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.0324 | WOODS GOOD | B/D | 79027 |
| 4.0480 | WOODS GOOD | B/D | 79028 |
| 0.1239 | WOODS GOOD | A | 79027 |
| 2.6024 | WATER | B/D | 79028 |
| 0.0002 | OPEN GOOD | A | 79027 |
| 0.0014 | OPEN GOOD | B/D | 79027 |
| 0.1643 | WOODS GOOD | A/D | 79027 |
| 0.2215 | WOODS GOOD | A/D | 79028 |
| 0.0042 | OPEN GOOD | A/D | 79027 |
| 0.0069 | OPEN GOOD | A/D | 79028 |
| 0.0043 | OPEN GOOD | B/D | 79028 |
## Comment:
Scenario: PD&E
Node: 308
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7891 ac
===== PAGE 173 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2695 | OPEN GOOD | B/D | 78553 |
| 0.0353 | WOODS GOOD | B/D | 78553 |
| 0.1221 | PAVEMENT | B/D | 78553 |
| 0.0876 | PAVEMENT | B/D | 79027 |
| 0.1925 | OPEN GOOD | B/D | 79027 |
| 0.0484 | WOODS GOOD | B/D | 79027 |
| 0.0018 | WOODS GOOD | A | 79027 |
| 0.0197 | OPEN GOOD | A | 79027 |
| 0.0123 | PAVEMENT | A | 79027 |
## Comment:
Manual Basin: 400
Scenario: PD&E
Node: 400
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 78.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.8753 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 16.1821 | ROW CROPS GOOD | A | 79027 |
| 2.2795 | PASTURE GOOD | A | 79027 |
| 5.1041 | PASTURE GOOD | A/D | 79027 |
| 2.0233 | ROW CROPS GOOD | A/D | 79027 |
| 2.9043 | WOODS GOOD | A | 79027 |
| 12.3711 | WOODS GOOD | A/D | 79027 |
| 0.0109 | WATER | A/D | 79027 |
## Comment:
## Manual Basin: 401
Scenario: PD&E
Node: 401
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 53.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
===== PAGE 174 =====
Area: 16.8543 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.4309 | WOODS GOOD | B/D | 79028 |
| 6.0758 | WOODS GOOD | C/D | 79028 |
| 0.0501 | OPEN GOOD | B/D | 79028 |
| 1.9446 | ROW CROPS GOOD | A | 79027 |
| 0.6221 | ROW CROPS GOOD | A/D | 79027 |
| 2.5272 | WOODS GOOD | A/D | 79027 |
| 4.2020 | WOODS GOOD | A/D | 79028 |
| 0.0016 | WOODS GOOD | A | 79027 |
Comment:
Manual Basin: 402
Scenario: PD&E
Node: 402
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.6315 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.5301 | PAVEMENT | B/D | 79028 |
| 1.3225 | OPEN GOOD | B/D | 79028 |
| 0.1722 | WOODS GOOD | B/D | 79028 |
| 0.0734 | WOODS GOOD | A/D | 79028 |
| 0.3767 | OPEN GOOD | A/D | 79028 |
| 0.1566 | PAVEMENT | A/D | 79028 |
Comment:
## Manual Basin: 403
Scenario: PD&E
Node: 403
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.3778 ac
===== PAGE 175 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.2205 | WOODS GOOD | A | 79027 |
| 0.0013 | OPEN GOOD | A | 79027 |
| 0.1268 | PAVEMENT | A | 79027 |
| 0.6739 | WOODS GOOD | A/D | 79027 |
| 0.3553 | PAVEMENT | A/D | 79027 |
## Comment:
Manual Basin: 404
Scenario: PD&E
Node: 404
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 115.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 35.4003 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.6763 | ROW CROPS STRAIGHT GOOD | A/D | 79027 |
| 2.2456 | PASTURE GOOD | A/D | 79027 |
| 10.9213 | PASTURE GOOD | A | 79027 |
| 0.1356 | WOODS GOOD | A | 79027 |
| 0.0731 | WOODS GOOD | A/D | 79027 |
| 0.1534 | WATER | A/D | 79027 |
| 14.0256 | ROW CROPS GOOD | A/D | 79027 |
| 5.2901 | RESI DENTIAL 1 AC | A/D | 79027 |
| 1.7739 | ROW CROPS GOOD | A | 79027 |
| 0.1053 | RESI DENTIAL 1 AC | A | 79027 |
## Comment:
Manual Basin: 406
Scenario: PD&E
Node: 406
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 86.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
===== PAGE 176 =====
Area: 12.2385 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.5608 | WOODS GOOD | A/D | 79028 |
| 0.0717 | OPEN GOOD | A/D | 79028 |
| 4.5267 | WOODS GOOD | A | 79027 |
| 0.0351 | PAVEMENT | A/D | 79028 |
| 1.6931 | ROW CROPS GOOD | A | 79027 |
| 3.9096 | WOODS GOOD | A/D | 79027 |
| 0.1011 | ROW CROPS GOOD | A/D | 79027 |
| 0.1671 | PAVEMENT | B/D | 79028 |
| 0.0720 | OPEN GOOD | B/D | 79028 |
| 0.2093 | WOODS GOOD | B/D | 79028 |
| 0.3507 | WOODS GOOD | B/D | 79027 |
| 0.0205 | ROW CROPS GOOD | B/D | 79027 |
| 0.0514 | OPEN GOOD | B/D | 79027 |
| 0.0714 | PAVEMENT | B/D | 79027 |
| 0.2313 | OPEN GOOD | A | 79027 |
| 0.1668 | PAVEMENT | A | 79027 |
Comment:
Manual Basin: 407
Scenario: PD&E
Node: 407
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7143 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.6627 | PAVEMENT | B/D | 79028 |
| 0.0166 | WOODS GOOD | B/D | 79028 |
| 0.0160 | COMMERCIAL | B/D | 79028 |
| 0.0191 | OPEN GOOD | B/D | 79028 |
Comment:
Manual Basin: 408
Node: 408
Scenario: PD&E
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
===== PAGE 177 =====
Time of Concentration: 43.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.6190 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 15.7586 | OPEN GOOD | B/D | 79028 |
| 1.6889 | PAVEMENT | B/D | 79028 |
| 0.0908 | RESI DENTI AL 1/3 AC | B/D | 79028 |
| 0.0807 | PAVEMENT | A/D | 79028 |
Comment:
Manual Basin: 409
Scenario: PD&E
Node: 409
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4339 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.2788 | COMMERCIAL | B/D | 79028 |
| 0.1551 | OPEN GOOD | B/D | 79028 |
Manual Basin: 500
Scenario: PD&E
Node: 500
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 87.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.2619 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 2.5202 | ROW CROPS GOOD | A/D | 79027 |
| 6.9862 | PASTURE GOOD | A | 79027 |
===== PAGE 178 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.2337 | ROW CROPS GOOD | A | 79027 |
| 0.0392 | WATER | A | 79027 |
| 7.2220 | RESIDENTIAL 1 AC | A | 79027 |
| 0.2604 | PASTURE GOOD | A/D | 79027 |
Comment:
Manual Basin: 501
Scenario: PD&E
Node: 501
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 42.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.2499 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0088 | WOODS GOOD | A/D | 79027 |
| 0.5198 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.8913 | PAVEMENT | A/D | 79027 |
| 0.5570 | RESI DENTIAL 1 AC | A | 79027 |
| 0.5797 | ROW CROPS GOOD | A/D | 79027 |
| 0.1263 | PASTURE GOOD | A | 79027 |
| 0.1331 | PASTURE GOOD | A/D | 79027 |
| 0.4339 | PAVEMENT | A | 79027 |
Comment:
Manual Basin: 502
Scenario: PD&E
Node: 502
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 45.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 10.5888 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0376 | PASTURE GOOD | A | 79027 |
| 7.0873 | RESIDENTIAL 1 AC | A | 79027 |
5/16/2023 17:34
===== PAGE 179 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0245 | WOODS GOOD | A | 79027 |
| 0.0513 | WOODS GOOD | A/D | 79027 |
| 3.3881 | RESIDENTIAL 1 AC | A/D | 79027 |
Comment:
Manual Basin: 503
Scenario: PD&E
Node: 503
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 30.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.2927 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.1669 | PASTURE GOOD | A/D | 79027 |
| 0.0283 | ROW CROPS GOOD | A/D | 79027 |
| 2.8301 | RESIDENTIAL 1 AC | A/D | 79027 |
| 0.2674 | PAVEMENT | A/D | 79027 |
Comment:
Manual Basin: 600
Scenario: PD&E
Node: 600
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 95.7000 min
Time Shift: 0.0000 hr
Max Allowable Q: 999.00 cfs
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 20.8685 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 6.8970 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.0791 | RESI DENTIAL 1/3 AC | A/D | 79027 |
| 10.9745 | WOODS GOOD | A/D | 79027 |
| 0.2930 | WOODS GOOD | D | 79027 |
| 2.2923 | WATER | D | 79027 |
| 0.3327 | WATER | A/D | 79027 |
===== PAGE 180 =====
Comment:
Manual Basin: 601
Scenario: PD&E
Node: 601
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 14.7712 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 12.8251 | WOODS GOOD | A/D | 79027 |
| 1.0463 | PASTURE GOOD | A/D | 79027 |
| 0.2972 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.6026 | PAVEMENT | A/D | 79027 |
Comment:
Manual Basin: 602
Scenario: PD&E
Node: 602
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.6790 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.0243 | WOODS GOOD | A/D | 79027 |
| 0.5744 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.0803 | PAVEMENT | A/D | 79027 |
## Comment:
## Manual Basin: 603
Scenario: PD&E
Node: 603
===== PAGE 181 =====
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 83.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 30.8176 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 2.2482 | PASTURE GOOD | A/D | 79027 |
| 0.0741 | WOODS GOOD | A/D | 79027 |
| 15.1304 | RESI DENTIAL 1 AC | A/D | 79026 |
| 0.0142 | PASTURE GOOD | A/D | 79026 |
| 12.4731 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.4587 | OPEN GOOD | A/D | 79027 |
| 0.0536 | OPEN GOOD | A/D | 79026 |
| 0.1325 | PAVEMENT | A/D | 79027 |
| 0.2328 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 604
Scenario: PD&E
Node: 604
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 99.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6144 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.3938 | PAVEMENT | A/D | 79026 |
| 11.2206 | PASTURE GOOD | A/D | 79026 |
Comment:
## Manual Basin: 605
Scenario: PD&E
Node: 605
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 48.8000 min
Max Allowable Q: 999.00 cfs
===== PAGE 182 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 4.3817 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.2138 | PAVEMENT | A/D | 79026 |
| 3.1679 | PASTURE GOOD | A/D | 79026 |
Comment:
Manual Basin: 606
Scenario: PD&E
Node: 606
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 72.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 25.2256 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 24.6238 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.3259 | WATER | A/D | 79026 |
| 0.0003 | COMMERCIAL | A/D | 79026 |
| 0.2756 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 607
Scenario: PD&E
Node: 607
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 153.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.4169 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.1765 | RESIDENTIAL 1 AC | A | 79027 |
| 1.8947 | ROW CROPS GOOD | A | 79027 |
| 2.1655 | ROW CROPS GOOD | A/D | 79027 |
| 1.0541 | ROW CROPS GOOD | A/D | 79026 |
===== PAGE 183 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 24.1038 | RESI DENTIAL 1 AC | A/D | 79026 |
| 9.1908 | RESI DENTIAL 1 AC | A/D | 79027 |
| 0.7489 | PASTURE GOOD | A/D | 79026 |
| 7.0772 | PASTURE GOOD | A/D | 79027 |
| 0.0055 | WOODS GOOD | A/D | 79027 |
Comment:
Manual Basin: 608
Scenario: PD&E
Node: 608
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 69.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.2110 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 18.1865 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.0244 | RESIDENTIAL 1/3 AC | A/D | 79026 |
Comment:
Manual Basin: 609
Scenario: PD&E
Node: 609
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 85.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 39.2850 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.6519 | RESIDENTIAL 1/3 AC | A/D | 79027 |
| 1.4334 | RESIDENTIAL 1 AC | A/D | 79027 |
| 15.9104 | PASTURE GOOD | A/D | 79027 |
| 5.7959 | WOODS GOOD | A/D | 79027 |
| 1.4935 | WATER | A/D | 79027 |
Comment:
===== PAGE 184 =====
## Manual Basin: 801
Scenario: PD&E
Node: 801
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 84.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.7391 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 15.7391 | PASTURE GOOD | A/D | 79026 |
## Comment:
Manual Basin: 803
Scenario: PD&E
Node: 803
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 17.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.0874 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.5542 | PASTURE GOOD | A/D | 79026 |
| 0.5332 | PAVEMENT | A/D | 79026 |
## Manual Basin: 805
PD&E
Node: 805
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 105.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.5386 ac
===== PAGE 185 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 6.1122 | PASTURE GOOD | A/D | 78552 |
| 4.1165 | PASTURE GOOD | A/D | 78551 |
| 9.7656 | OPEN GOOD | A/D | 78551 |
| 2.7949 | OPEN GOOD | A/D | 78552 |
| 5.8820 | RESI DENTIAL 1 AC | A/D | 78551 |
| 4.1817 | RESI DENTIAL 1 AC | A/D | 78552 |
| 4.6208 | RESI DENTIAL 1 AC | A/D | 79025 |
| 0.3734 | OPEN GOOD | A/D | 79025 |
| 0.0121 | OPEN GOOD | A/D | 79026 |
| 2.6792 | RESI DENTIAL 1 AC | A/D | 79026 |
## Comment:
Manual Basin: 806
Scenario: PD&E
Node: 806
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 108.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 87.5453 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 8.0465 | PASTURE GOOD | A/D | 78552 |
| 9.0763 | OPEN GOOD | A/D | 78552 |
| 16.8225 | RESI DENTIAL 1 AC | A/D | 78552 |
| 0.7393 | WATER | A/D | 78552 |
| 18.3255 | RESI DENTIAL 1 AC | A/D | 79026 |
| 14.1752 | PASTURE GOOD | A/D | 79026 |
| 15.9796 | OPEN GOOD | A/D | 79026 |
| 0.6746 | WATER | A/D | 79026 |
| 2.9066 | RESI DENTIAL 1 AC | A | 79026 |
| 0.7952 | PASTURE GOOD | A | 79026 |
| 0.0040 | OPEN GOOD | A | 79026 |
Comment:
Manual Basin: 807
Scenario: PD&E
Node: 807
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
===== PAGE 186 =====
Time of Concentration: 139.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 132.9681 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 50.1184 | RESI DENTIAL 1 AC | A/D | 79026 |
| 4.4331 | PASTURE GOOD | A/D | 79026 |
| 8.7376 | RESI DENTIAL 1 AC | A/D | 79025 |
| 62.3288 | OPEN GOOD | A/D | 79026 |
| 1.4118 | WATER | A/D | 79026 |
| 0.2766 | PASTURE GOOD | A | 79026 |
| 1.4356 | OPEN GOOD | A | 79026 |
| 4.0177 | RESI DENTIAL 1 AC | A | 79026 |
| 0.2086 | WATER | A | 79026 |
Comment:
Manual Basin: 808
Scenario: PD&E
Node: 808
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 61.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.6322 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 15.4177 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.6618 | WATER | A/D | 79026 |
| 2.4066 | OPEN GOOD | A/D | 79026 |
| 0.1461 | PAVEMENT | A/D | 79026 |
Comment:
## Manual Basin: 809
Scenario: PD&E
Node: 809
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 56.4000 min
Max Allowable Q: 999.00 cfs
===== PAGE 187 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 44.1/38 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 18.6282 | RESIDENTIAL 1 AC | A/D | 79026 |
| 8.6278 | RESIDENTIAL 1 AC | A/D | 79025 |
| 12.0921 | OPEN GOOD | A/D | 79026 |
| 0.3887 | OPEN GOOD | A/D | 79025 |
| 3.5221 | COMMERCIAL | A/D | 79025 |
| 0.9148 | COMMERCIAL | A/D | 79026 |
| 0.0002 | PAVEMENT | A/D | 79025 |
Comment:
Manual Basin: 810
Scenario: PD&E
Node: 810
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 51.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.8651 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.8651 | RESIDENTIAL 1 AC | A/D | 79026 |
Comment:
## Manual Basin: 811
Scenario: PD&E
Node: 811
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 33.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.5867 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 12.4620 | RESIDENTIAL 1 AC | A/D | 79026 |
| 2.9604 | WATER | A/D | 79026 |
===== PAGE 188 =====
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 11.8070 | COMMERCIAL | A/D | 79026 |
| 0.3573 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 812
Scenario: PD&E
Node: 812
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 117.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.3854 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 10.9460 | RESIDENTIAL 1 AC | A/D | 79026 |
| 6.1057 | OPEN GOOD | A/D | 79026 |
| 0.3337 | PAVEMENT | A/D | 79026 |
Comment:
Manual Basin: 813
Scenario: PD&E
Node: 813
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.5534 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 5.9115 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.5652 | OPEN GOOD | A/D | 79026 |
| 0.0767 | PAVEMENT | A/D | 79026 |
Comment:
===== PAGE 189 =====
Manual Basin: 814
Scenario: PD&E
Node: 814
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 28.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 4.8881 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 1.7493 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.4343 | PAVEMENT | A/D | 79026 |
| 0.1404 | OPEN GOOD | A/D | 79026 |
| 1.9773 | COMMERCIAL | A/D | 79025 |
| 0.4471 | COMMERCIAL | A/D | 79026 |
| 0.1397 | PAVEMENT | A/D | 79025 |
Comment:
Manual Basin: 815
Scenario: PD&E
Node: 815
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1201 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 2.0131 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.1070 | PAVEMENT | A/D | 79026 |
Comment:
## Manual Basin: 816
Node: 816
Scenario: PD&E
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 21.3000 min
Max Allowable Q: 999.00 cfs
===== PAGE 190 =====
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1843 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 0.4440 | RESIDENTIAL 1 AC | A/D | 78552 |
| 1.7403 | RESIDENTIAL 1 AC | A/D | 79026 |
Comment:
Manual Basin: 817
Scenario: PD&E
Node: 817
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 88.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.5886 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 14.1469 | RESIDENTIAL 1 AC | A/D | 79026 |
| 1.4418 | OPEN GOOD | A/D | 79026 |
Comment:
Manual Basin: 818
Scenario: PD&E
Node: 818
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 128.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.2434 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 41.5833 | RESI DENTIAL 1 AC | A/D | 79026 |
| 3.4212 | OPEN GOOD | A/D | 79026 |
| 0.7319 | RESI DENTIAL 1 AC | A | 79026 |
| 0.5070 | WATER | A/D | 79026 |
Comment:
===== PAGE 191 =====
## Manual Basin: 819
Scenario: PD&E
Node: 819
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 96.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6490 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 11.4692 | RESIDENTIAL 1 AC | A/D | 79026 |
| 0.1798 | WATER | A/D | 79026 |
## Comment:
Manual Basin: Citrus Dev Area_MB
Scenario: PD&E
Node: Citrus Swale US
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.1000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.6000 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 27.6000 | Citrus Dev Area | Citrus Dev Area | 78553 |
Comment:
## Manual Basin: Citrus Pond1 MB
Scenario: PD&E
Node: Citrus Pond 1
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.1500 ac
===== PAGE 192 =====
Input Report
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 6.1500 | Citrus Pond1 | Citrus Pond1 | 78553 |
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Pond2 MB
Scenario: PD&E
Node: Citrus Pond 2
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.6600 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 3.6600 | Citrus Pond2 | Citrus Pond2 | 78553 |
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Undev Area_MB
Scenario: PD&E
Node: Citrus Swale DS
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 126.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 37.7400 ac
| Area [ac] | Land Cover Zone | Soil Zone | Rainfall Name |
| 18.8700 | Citrus Undev | Citrus Undev | 78552 |
| 18.8700 | Citrus Undev | Citrus Undev | 78553 |
## Comment:
Impervious: No DCIA [Set]
| Land Cover Zone | % Impervious | % DCIA | % Direct | la Impervious [in] | la Pervious [in] |
| COMMERCIAL | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
===== PAGE 193 =====
| Land Cover Zone | % Impervious | % DCIA | % Direct | la Impervious [in] | la Pervious [in] |
| Citrus Dev Area | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| Citrus Pond1 | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| Citrus Pond2 | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| Citrus Undev | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| INDUSTRIAL | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| MEADOW | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| OPEN GOOD | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| PASTURE GOOD | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| PAVEMENT | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| RESIDENTIAL 1 AC | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| RESIDENTIAL 1/3 AC | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| RESIDENTIAL 1/8 AC | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| ROW CROPS GOOD | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| ROW CROPS STRAIGHT GOOD | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| WATER | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| WOODS GOOD | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
| WOODS POOR | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 |
## Curve Number: No DCIA, AMC II [Set]
| Land Cover Zone | Soil Zone | Curve Number [dec] |
| COMMERCIAL | A | 89.0 |
| COMMERCIAL | D | 95.0 |
| COMMERCIAL | A/D | 95.0 |
| COMMERCIAL | B/D | 95.0 |
| COMMERCIAL | C/D | 95.0 |
| COMMERCIAL | WATER | 100.0 |
| Citrus Dev Area | Citrus Dev Area | 96.3 |
| Citrus Pond1 | Citrus Pond1 | 99.4 |
| Citrus Pond2 | Citrus Pond2 | 99.2 |
| Citrus Undev | Citrus Undev | 78.0 |
| INDUSTRIAL | A | 81.0 |
| INDUSTRIAL | D | 93.0 |
| INDUSTRIAL | A/D | 93.0 |
| INDUSTRIAL | B/D | 93.0 |
| INDUSTRIAL | C/D | 93.0 |
| INDUSTRIAL | WATER | 100.0 |
| MEADOW | D | 78.0 |
| MEADOW | A/D | 78.0 |
| OPEN GOOD | A | 39.0 |
| OPEN GOOD | D | 80.0 |
| OPEN GOOD | | 80.0 |
| OPEN GOOD | A/D | 80.0 |
===== PAGE 194 =====
| Land Cover Zone | Soil Zone | Curve Number [dec] |
| OPEN GOOD | B/D | 80.0 |
| OPEN GOOD | C/D | 80.0 |
| OPEN GOOD | WATER | 100.0 |
| PASTURE GOOD | A | 39.0 |
| PASTURE GOOD | D | 80.0 |
| PASTURE GOOD | A/D | 80.0 |
| PASTURE GOOD | B/D | 80.0 |
| PASTURE GOOD | C/D | 80.0 |
| PASTURE GOOD | WATER | 100.0 |
| PAVEMENT | D | 98.0 |
| PAVEMENT | A | 98.0 |
| PAVEMENT | A/D | 98.0 |
| PAVEMENT | B/D | 98.0 |
| PAVEMENT | C/D | 98.0 |
| RESIDENTIAL 1 AC | A | 51.0 |
| RESIDENTIAL 1 AC | D | 84.0 |
| RESIDENTIAL 1 AC | A/D | 84.0 |
| RESIDENTIAL 1 AC | B/D | 84.0 |
| RESIDENTIAL 1 AC | C/D | 84.0 |
| RESIDENTIAL 1 AC | WATER | 100.0 |
| RESIDENTIAL 1/3 AC | A | 57.0 |
| RESIDENTIAL 1/3 AC | D | 86.0 |
| RESIDENTIAL 1/3 AC | A/D | 86.0 |
| RESIDENTIAL 1/3 AC | B/D | 86.0 |
| RESIDENTIAL 1/3 AC | C/D | 86.0 |
| RESIDENTIAL 1/3 AC | WATER | 100.0 |
| RESIDENTIAL 1/8 AC | A | 77.0 |
| RESIDENTIAL 1/8 AC | D | 92.0 |
| RESIDENTIAL 1/8 AC | A/D | 92.0 |
| RESIDENTIAL 1/8 AC | B/D | 92.0 |
| RESIDENTIAL 1/8 AC | C/D | 92.0 |
| RESIDENTIAL 1/8 AC | WATER | 100.0 |
| ROW CROPS GOOD | A | 67.0 |
| ROW CROPS GOOD | D | 89.0 |
| ROW CROPS GOOD | A/D | 89.0 |
| ROW CROPS GOOD | B/D | 89.0 |
| ROW CROPS GOOD | C/D | 89.0 |
| ROW CROPS GOOD | WATER | 100.0 |
| ROW CROPS STRAIGHT GOOD | A | 67.0 |
| ROW CROPS STRAIGHT GOOD | D | 89.0 |
| ROW CROPS STRAIGHT GOOD | A/D | 89.0 |
| ROW CROPS STRAIGHT GOOD | B/D | 89.0 |
| ROW CROPS STRAIGHT GOOD | C/D | 89.0 |
| ROW CROPS STRAIGHT GOOD | WATER | 100.0 |
| WATER | A | 100.0 |
| WATER | D | 100.0 |
| WATER | | 100.0 |
| WATER | A/D | 100.0 |
| WATER | B/D | 100.0 |
5/16/2023 17:34
===== PAGE 195 =====
| Land Cover Zone | Soil Zone | Curve Number [dec] |
| WATER | C/D | 100.0 |
| WATER | WATER | 100.0 |
| WOODS GOOD | A | 30.0 |
| WOODS GOOD | D | 77.0 |
| WOODS GOOD | A/D | 77.0 |
| WOODS GOOD | B/D | 77.0 |
| WOODS GOOD | C/D | 77.0 |
| WOODS GOOD | WATER | 100.0 |
| WOODS POOR | A | 45.0 |
| WOODS POOR | D | 83.0 |
| WOODS POOR | A/D | 83.0 |
| WOODS POOR | B/D | 83.0 |
| WOODS POOR | C/D | 83.0 |
| WOODS POOR | WATER | 100.0 |
Node: 100
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.71 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.71 | 0.0026 | 114 |
| 53.00 | 0.0280 | 1218 |
| 53.50 | 0.0852 | 3712 |
| 54.00 | 0.2333 | 10165 |
| 54.50 | 1.1694 | 50938 |
| 55.00 | 3.2354 | 140935 |
| 55.50 | 5.6712 | 247036 |
| 56.00 | 8.5841 | 373923 |
| 56.50 | 12.7529 | 555516 |
| 57.00 | 18.3218 | 798097 |
| 57.50 | 29.8476 | 1300163 |
| 58.00 | 41.2765 | 1798003 |
| 58.50 | 42.3016 | 1842659 |
| 59.00 | 42.3615 | 1845268 |
| 59.50 | 42.3806 | 1846097 |
| 60.00 | 42.3931 | 1846641 |
| 60.50 | 42.4569 | 1849423 |
| 61.00 | 42.4569 | 1849423 |
Comment:
===== PAGE 196 =====
Node: 101
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
arning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.93 | 0.0026 | 114 |
| 50.00 | 0.0058 | 251 |
| 50.50 | 0.0128 | 559 |
| 51.00 | 0.0144 | 629 |
| 51.50 | 0.0173 | 754 |
| 52.00 | 0.0693 | 3018 |
| 52.50 | 0.1573 | 6853 |
| 53.00 | 0.3382 | 14733 |
| 53.50 | 0.5375 | 23413 |
| 54.00 | 0.8678 | 37803 |
| 54.50 | 1.3660 | 59503 |
| 55.00 | 2.2286 | 97078 |
| 55.50 | 3.7152 | 161835 |
| 56.00 | 8.4661 | 368783 |
| 56.50 | 10.9569 | 477282 |
| 57.00 | 11.3493 | 494376 |
| 57.50 | 11.3601 | 494844 |
| 58.00 | 11.3601 | 494844 |
Comment: IE = TW
Node: 102
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 52.10 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.25 | 0.0006 | 25 |
| 39.50 | 0.0011 | 47 |
| 40.00 | 0.0042 | 183 |
| 40.50 | 0.0092 | 400 |
| 41.00 | 0.0517 | 2250 |
| 41.50 | 0.0943 | 4108 |
| 42.00 | 0.1472 | 6413 |
| 42.50 | 0.1787 | 7783 |
| 43.00 | 0.2588 | 11275 |
| 43.50 | 0.2933 | 12775 |
===== PAGE 197 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.50 | 0.0017 | 75 |
| 49.00 | 0.0786 | 3425 |
| 49.50 | 0.1550 | 6750 |
| 50.00 | 0.2290 | 9975 |
| 50.50 | 0.2990 | 13025 |
| 51.00 | 0.3702 | 16125 |
| 51.50 | 0.4482 | 19525 |
| 52.00 | 0.5079 | 22125 |
Warning Stage: 50.00 ft
Initial Stage: 48.19 ft
Base Flow: 0.00 cfs
Type: Stage/Area
Scenario: Existing
Node: 102A
Comment: Initial stage matches Node 113; Warning Stage set at existing low edge of pavement
| Stage [ft] | Area [ac] | Area [ft2] |
| 44.00 | 0.3484 | 15175 |
| 44.50 | 0.3868 | 16850 |
| 45.00 | 0.4258 | 18550 |
| 45.50 | 0.4683 | 20400 |
| 46.00 | 0.5171 | 22525 |
| 46.50 | 0.5728 | 24950 |
| 47.00 | 0.6342 | 27625 |
| 47.50 | 0.7185 | 31300 |
| 48.00 | 0.8242 | 35900 |
| 48.50 | 0.9211 | 40125 |
| 49.00 | 1.1002 | 47925 |
| 49.50 | 1.4486 | 63100 |
| 50.00 | 2.3726 | 103350 |
| 50.50 | 4.0794 | 177700 |
| 51.00 | 6.2781 | 273475 |
| 51.50 | 7.7462 | 337425 |
| 52.00 | 8.8573 | 385825 |
| 52.50 | 9.8255 | 428000 |
| 53.00 | 11.2006 | 487900 |
| 53.50 | 13.1967 | 574850 |
| 54.00 | 14.7526 | 642625 |
| 54.50 | 16.8320 | 733200 |
| 55.00 | 19.2074 | 836675 |
| 55.50 | 22.8403 | 994925 |
| 56.00 | 25.6244 | 1116200 |
| 56.50 | 27.1166 | 1181200 |
| 57.00 | 27.1166 | 1181200 |
===== PAGE 198 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.50 | 0.5946 | 25900 |
| 53.00 | 0.8316 | 36225 |
| 53.50 | 1.1742 | 51150 |
| 54.00 | 1.4147 | 61625 |
| 54.50 | 1.7011 | 74100 |
| 55.00 | 2.0082 | 87475 |
| 55.50 | 2.1410 | 93260 |
| 56.00 | 2.1550 | 93873 |
| 56.50 | 2.1550 | 93873 |
| 48.19 | 0.0001 | 4 |
## Comment:
Node: 102B
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.40 ft
Warning Stage: 49.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.40 | 0.0006 | 25 |
| 49.50 | 0.0009 | 39 |
| 50.00 | 0.0055 | 240 |
| 50.50 | 0.0321 | 1400 |
| 51.00 | 0.2324 | 10125 |
| 51.50 | 0.4523 | 19700 |
| 52.00 | 0.5412 | 23575 |
| 52.50 | 0.5923 | 25800 |
| 53.00 | 0.6520 | 28400 |
| 53.50 | 0.8035 | 35000 |
| 54.00 | 0.8761 | 38165 |
| 54.50 | 0.8761 | 38165 |
## Comment:
## Node: 102C
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.61 ft
Warning Stage: 50.37 ft
===== PAGE 199 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.61 | 0.0006 | 25 |
| 50.00 | 0.0166 | 725 |
| 50.50 | 0.2359 | 10275 |
| 51.00 | 0.5412 | 23575 |
| 51.50 | 0.7157 | 31175 |
| 52.00 | 0.7415 | 32300 |
| 52.50 | 0.7541 | 32850 |
| 53.00 | 0.7685 | 33475 |
| 53.50 | 0.7955 | 34650 |
| 54.00 | 0.8320 | 36241 |
| 54.50 | 0.8320 | 36241 |
Comment:
Node: 102D
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.99 ft
Warning Stage: 50.37 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.99 | 0.0006 | 25 |
| 49.00 | 0.0008 | 33 |
| 49.50 | 0.0085 | 369 |
| 50.00 | 0.0855 | 3725 |
| 50.50 | 0.5762 | 25100 |
| 51.00 | 1.1014 | 47975 |
| 51.50 | 1.4279 | 62200 |
| 52.00 | 1.4715 | 64100 |
| 52.50 | 1.4991 | 65300 |
| 53.00 | 1.5301 | 66650 |
| 53.50 | 1.5823 | 68925 |
| 54.00 | 1.7045 | 74250 |
| 54.50 | 1.7119 | 74569 |
| 55.00 | 1.7119 | 74569 |
Comment:
Node: 103
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.20 ft
===== PAGE 200 =====
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.47 | 0.0026 | 114 |
| 50.50 | 0.0036 | 157 |
| 51.00 | 0.0252 | 1096 |
| 51.50 | 0.1940 | 8452 |
| 52.00 | 0.4929 | 21471 |
| 52.50 | 0.6581 | 28667 |
| 53.00 | 0.9386 | 40887 |
| 53.50 | 2.4803 | 108042 |
| 54.00 | 6.9716 | 303684 |
| 54.50 | 17.8866 | 779139 |
| 55.00 | 40.9304 | 1782928 |
| 55.50 | 66.6905 | 2905038 |
| 56.00 | 80.2378 | 3495159 |
| 56.50 | 83.5152 | 3637921 |
| 57.00 | 84.0736 | 3662248 |
| 57.50 | 84.1398 | 3665132 |
| 58.00 | 84.1398 | 3665132 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 104
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
earning Stage: 57.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.58 | 0.0026 | 114 |
| 46.00 | 0.0498 | 2170 |
| 46.50 | 0.1691 | 7367 |
| 47.00 | 0.3461 | 15076 |
| 47.50 | 0.5165 | 22499 |
| 48.00 | 0.9727 | 42372 |
| 48.50 | 1.8248 | 79490 |
| 49.00 | 2.8710 | 125060 |
| 49.50 | 5.4850 | 238927 |
| 50.00 | 13.9957 | 609651 |
| 50.50 | 27.5299 | 1199202 |
| 51.00 | 37.3646 | 1627602 |
| 51.50 | 42.2938 | 1842317 |
| 52.00 | 45.7888 | 1994558 |
| 52.50 | 50.1254 | 2183461 |
| 53.00 | 54.2784 | 2364369 |
===== PAGE 201 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.50 | 58.2454 | 2537168 |
| 54.00 | 61.1845 | 2665197 |
| 54.50 | 63.6596 | 2773011 |
| 55.00 | 66.1635 | 2882082 |
| 55.50 | 68.1089 | 2966825 |
| 56.00 | 69.7398 | 3037864 |
| 56.50 | 70.4294 | 3067906 |
| 57.00 | 70.4294 | 3067906 |
Comment: Initial stage estimated from aerial imagery
Node: 105
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
initial Stage: 50.00 ft
Warning Stage: 60.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.73 | 0.0026 | 114 |
| 49.00 | 0.0367 | 1599 |
| 49.50 | 0.9334 | 40659 |
| 50.00 | 2.1237 | 92510 |
| 50.50 | 5.7708 | 251376 |
| 51.00 | 12.7319 | 554602 |
| 51.50 | 24.0769 | 1048788 |
| 52.00 | 33.3112 | 1451034 |
| 52.50 | 39.8947 | 1737815 |
| 53.00 | 50.0388 | 2179692 |
| 53.50 | 61.4415 | 2676390 |
| 54.00 | 77.3668 | 3370100 |
| 54.50 | 98.2581 | 4280122 |
| 55.00 | 115.2086 | 5018488 |
| 55.50 | 128.3338 | 5590222 |
| 56.00 | 140.7537 | 6131233 |
| 56.50 | 148.6666 | 6475918 |
| 57.00 | 155.9266 | 6792165 |
| 57.50 | 159.9355 | 6966791 |
| 58.00 | 161.1180 | 7018300 |
| 58.50 | 161.4068 | 7030882 |
| 59.00 | 161.4129 | 7031146 |
| 59.50 | 161.4149 | 7031231 |
| 60.00 | 161.4282 | 7031811 |
| 60.50 | 161.4282 | 7031811 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
===== PAGE 202 =====
Node: 106
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.95 | 0.0006 | 25 |
| 51.00 | 0.0009 | 41 |
| 51.50 | 0.2353 | 10250 |
| 52.00 | 0.5429 | 23650 |
| 52.50 | 2.1631 | 94225 |
| 53.00 | 6.2385 | 271750 |
| 53.50 | 8.9233 | 388700 |
| 54.00 | 12.9155 | 562600 |
| 54.50 | 23.2627 | 1013325 |
| 55.00 | 35.8018 | 1559525 |
| 55.50 | 45.2870 | 1972700 |
| 56.00 | 54.0926 | 2356275 |
| 56.50 | 58.8516 | 2563575 |
| 57.00 | 60.5670 | 2638300 |
| 57.50 | 61.4882 | 2678425 |
| 58.00 | 61.4973 | 2678823 |
| 58.50 | 61.4973 | 2678823 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 107
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.25 ft
Warning Stage: 57.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.25 | 0.0006 | 25 |
| 52.50 | 0.0057 | 250 |
| 53.00 | 0.0758 | 3300 |
| 53.50 | 0.1418 | 6175 |
| 54.00 | 0.7559 | 32925 |
| 54.50 | 4.1047 | 178800 |
| 55.00 | 5.0069 | 218100 |
| 55.50 | 5.0509 | 220017 |
| 56.00 | 5.0593 | 220385 |
| 56.50 | 5.0595 | 220390 |
| 57.00 | 5.0595 | 220390 |
===== PAGE 203 =====
Comment:
## Node: 110
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.50 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.06 | 0.0006 | 25 |
| 49.50 | 0.0528 | 2300 |
| 50.00 | 0.1699 | 7400 |
| 50.50 | 0.2686 | 11700 |
| 51.00 | 0.3897 | 16975 |
| 51.50 | 0.9097 | 39625 |
| 52.00 | 2.4650 | 107375 |
| 52.50 | 5.0775 | 221175 |
| 53.00 | 9.1581 | 398925 |
| 53.50 | 16.7832 | 731075 |
| 54.00 | 26.9450 | 1173725 |
| 54.50 | 34.8669 | 1518800 |
| 55.00 | 38.8481 | 1692225 |
| 55.50 | 42.7657 | 1862875 |
| 56.00 | 46.5312 | 2026900 |
| 56.50 | 47.6263 | 2074600 |
| 57.00 | 48.4401 | 2110050 |
| 57.50 | 48.5916 | 2116650 |
| 58.00 | 48.6131 | 2117585 |
| 58.50 | 48.6198 | 2117877 |
| 59.00 | 48.6205 | 2117910 |
| 59.50 | 48.6205 | 2117910 |
Comment: Initial Stage matches outfall ditch elev per SWFWMD Permit 11050.010
Node: 111
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.34 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.34 | 0.0026 | 114 |
5/16/2023 17:34
===== PAGE 204 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.50 | 0.0052 | 228 |
| 52.00 | 0.0655 | 2855 |
| 52.50 | 0.7289 | 31750 |
| 53.00 | 1.9533 | 85086 |
| 53.50 | 3.4635 | 150871 |
| 54.00 | 4.2737 | 186162 |
| 54.50 | 4.8059 | 209346 |
| 55.00 | 5.0078 | 218141 |
| 55.50 | 5.0576 | 220310 |
| 56.00 | 5.1033 | 222298 |
| 56.50 | 5.1258 | 223280 |
| 57.00 | 5.1468 | 224194 |
| 57.50 | 5.1494 | 224310 |
| 59.00 | 5.1494 | 224310 |
Comment:
Node: 112
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 47.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 35.09 | 0.0006 | 25 |
| 35.50 | 0.0037 | 163 |
| 36.00 | 0.0109 | 475 |
| 36.50 | 0.0187 | 812 |
| 37.00 | 0.0270 | 1175 |
| 37.50 | 0.0482 | 2100 |
| 38.00 | 0.0763 | 3325 |
| 38.50 | 0.0935 | 4075 |
| 39.00 | 0.1050 | 4575 |
| 39.50 | 0.1217 | 5300 |
| 40.00 | 0.1372 | 5975 |
| 40.50 | 0.1527 | 6650 |
| 41.00 | 0.1641 | 7150 |
| 41.50 | 0.1773 | 7725 |
| 42.00 | 0.1951 | 8500 |
| 42.50 | 0.2095 | 9125 |
| 43.00 | 0.2227 | 9700 |
| 43.50 | 0.2365 | 10300 |
| 44.00 | 0.2532 | 11028 |
| 44.50 | 0.2715 | 11825 |
| 45.00 | 0.2893 | 12600 |
===== PAGE 205 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 38.45 | 0.0006 | 25 |
| 38.50 | 0.0034 | 150 |
| 39.00 | 0.0155 | 675 |
| 39.50 | 0.0339 | 1475 |
| 40.00 | 0.0522 | 2275 |
| 40.50 | 0.0729 | 3175 |
| 41.00 | 0.0901 | 3925 |
| 41.50 | 0.1004 | 4375 |
| 42.00 | 0.1182 | 5150 |
Warning Stage: 49.30 ft
Initial Stage: 44.00 ft
Base Flow: 0.00 cfs
Type: Stage/Area
Scenario: Existing
Node: 113
## Comment: Initial stage matches overflow weir control elevation to tailwater; Warning Stage set at existing low edge of pavement
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.50 | 0.3065 | 13350 |
| 46.00 | 0.3357 | 14625 |
| 46.50 | 0.3736 | 16275 |
| 47.00 | 0.4086 | 17800 |
| 47.50 | 0.4517 | 19675 |
| 48.00 | 0.5051 | 22000 |
| 48.50 | 0.5756 | 25075 |
| 49.00 | 0.6508 | 28350 |
| 49.50 | 0.7444 | 32425 |
| 50.00 | 0.8592 | 37425 |
| 50.50 | 0.9355 | 40750 |
| 51.00 | 1.0394 | 45275 |
| 51.50 | 1.1570 | 50400 |
| 52.00 | 1.3120 | 57150 |
| 52.50 | 1.4899 | 64900 |
| 53.00 | 1.6862 | 73450 |
| 53.50 | 2.1528 | 93775 |
| 54.00 | 2.7990 | 121925 |
| 54.50 | 3.5354 | 154000 |
| 55.00 | 3.9405 | 171650 |
| 55.50 | 4.3658 | 190175 |
| 56.00 | 4.7222 | 205700 |
| 56.50 | 5.1682 | 225125 |
| 57.00 | 5.2598 | 229119 |
| 57.50 | 5.2638 | 229291 |
| 58.00 | 5.2638 | 229291 |
===== PAGE 206 =====
| NODC: 111 |
| Scenario: Existing |
| Type: Stage/Area |
| Base Flow: 0.00 cfs |
| Initial Stage: 51.05 ft |
| Warning Stage: 52.10 ft |
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.05 | 0.0006 | 25 |
| 51.50 | 0.1727 | 7525 |
| 52.00 | 0.6732 | 29325 |
| 52.50 | 1.0750 | 46825 |
| 53.00 | 2.0489 | 89250 |
Node: 114
## Comment: Initial stage matches Node 112; Warning Stage set at existing low edge of pavement
| Stage [ft] | Area [ac] | Area [ft2] |
| 42.50 | 0.1326 | 5775 |
| 43.00 | 0.1452 | 6325 |
| 43.50 | 0.1618 | 7050 |
| 44.00 | 0.1745 | 7600 |
| 44.50 | 0.1917 | 8350 |
| 45.00 | 0.2076 | 9045 |
| 45.50 | 0.2227 | 9700 |
| 46.00 | 0.2376 | 10350 |
| 46.50 | 0.2537 | 11050 |
| 47.00 | 0.2686 | 11700 |
| 47.50 | 0.2864 | 12475 |
| 48.00 | 0.3059 | 13325 |
| 48.50 | 0.3220 | 14025 |
| 49.00 | 0.3444 | 15000 |
| 49.50 | 0.3983 | 17350 |
| 50.00 | 0.4700 | 20475 |
| 50.50 | 0.5527 | 24075 |
| 51.00 | 0.6474 | 28200 |
| 51.50 | 0.7731 | 33675 |
| 52.00 | 1.0497 | 45725 |
| 52.50 | 2.0076 | 87450 |
| 53.00 | 2.9741 | 129550 |
| 53.50 | 3.9096 | 170300 |
| 54.00 | 4.7423 | 206575 |
| 54.50 | 5.5630 | 242325 |
| 55.00 | 6.3435 | 276325 |
| 55.50 | 6.9990 | 304875 |
| 56.00 | 7.2165 | 314350 |
| 56.50 | 7.2591 | 316205 |
| 57.00 | 7.2591 | 316205 |
===== PAGE 207 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.50 | 3.4062 | 148375 |
| 54.00 | 4.8324 | 210500 |
| 54.50 | 5.5722 | 242725 |
| 55.00 | 5.9785 | 260425 |
| 55.50 | 6.3470 | 276475 |
| 56.00 | 6.9628 | 303300 |
| 56.50 | 7.4811 | 325875 |
| 57.00 | 7.7106 | 335875 |
| 57.50 | 7.7432 | 337292 |
| 58.00 | 7.7432 | 337292 |
Comment:
Node: 180
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.50 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.96 | 0.0052 | 228 |
| 51.00 | 0.0066 | 286 |
| 51.50 | 0.0231 | 1006 |
| 52.00 | 0.1521 | 6624 |
| 52.50 | 0.4012 | 17474 |
| 53.00 | 0.7944 | 34606 |
| 53.50 | 1.8275 | 79604 |
| 54.00 | 3.6261 | 157952 |
| 54.50 | 6.2322 | 271476 |
| 55.00 | 9.9606 | 433883 |
| 55.50 | 17.7397 | 772743 |
| 56.00 | 25.6080 | 1115486 |
| 56.50 | 30.2383 | 1317180 |
| 57.00 | 32.1077 | 1398612 |
| 57.50 | 33.0857 | 1441212 |
| 58.00 | 33.4554 | 1457316 |
| 58.50 | 33.4770 | 1458257 |
| 60.00 | 33.4770 | 1458257 |
| 50.50 | 0.0001 | 4 |
Comment: Initial stage estimated using low point of DEM
Node: 181
===== PAGE 208 =====
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.30 | 0.0026 | 114 |
| 53.50 | 0.3225 | 14048 |
| 54.00 | 6.9454 | 302541 |
| 54.50 | 10.3827 | 452270 |
| 55.00 | 12.1682 | 530047 |
| 55.50 | 23.7491 | 1034511 |
| 56.00 | 54.5826 | 2377617 |
| 56.50 | 64.1394 | 2793912 |
| 57.00 | 65.2720 | 2843250 |
| 57.50 | 65.7020 | 2861981 |
| 58.00 | 65.8908 | 2870204 |
| 58.50 | 65.9513 | 2872839 |
| 59.00 | 65.9559 | 2873039 |
| 59.50 | 65.9846 | 2874290 |
| 61.00 | 65.9846 | 2874290 |
Comment:
Node: 198
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.24 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.24 | 0.0006 | 25 |
| 50.50 | 0.0057 | 250 |
| 51.00 | 0.0568 | 2475 |
| 51.50 | 0.1263 | 5500 |
| 52.00 | 0.3036 | 13225 |
| 52.50 | 1.7878 | 77875 |
| 53.00 | 4.7940 | 208825 |
| 53.50 | 8.1009 | 352875 |
| 54.00 | 11.9370 | 519975 |
| 54.50 | 16.7792 | 730900 |
| 55.00 | 22.2182 | 967825 |
| 55.50 | 26.8733 | 1170600 |
| 56.00 | 32.1717 | 1401400 |
| 56.50 | 38.9090 | 1694875 |
===== PAGE 209 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 57.00 | 48.2277 | 2100800 |
| 57.50 | 65.2743 | 2843350 |
| 58.00 | 77.3250 | 3368275 |
| 58.50 | 81.3453 | 3543400 |
| 59.00 | 82.3278 | 3586200 |
| 59.50 | 82.6971 | 3602287 |
| 60.00 | 82.6971 | 3602287 |
Comment:
## Node: 199
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.80 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.53 | 0.0006 | 25 |
| 50.00 | 0.0021 | 92 |
| 50.50 | 0.0083 | 363 |
| 51.00 | 0.0253 | 1100 |
| 51.50 | 0.1254 | 5463 |
| 52.00 | 0.2806 | 12225 |
| 52.50 | 0.5102 | 22225 |
| 53.00 | 0.8638 | 37625 |
| 53.50 | 1.2098 | 52700 |
| 54.00 | 1.5031 | 65475 |
| 54.50 | 1.8945 | 82525 |
| 55.00 | 2.3014 | 100250 |
| 55.50 | 2.3675 | 103129 |
| 56.00 | 2.3675 | 103129 |
| 48.80 | 0.0001 | 4 |
## Comment:
## Node: 200
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 59.00 ft
===== PAGE 210 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.62 | 0.0026 | 114 |
| 47.00 | 0.1809 | 7880 |
| 47.50 | 1.0068 | 43857 |
| 48.00 | 1.9664 | 85657 |
| 48.50 | 3.1043 | 135224 |
| 49.00 | 4.8820 | 212658 |
| 49.50 | 7.6586 | 333607 |
| 50.00 | 10.6842 | 465404 |
| 50.50 | 14.6013 | 636034 |
| 51.00 | 19.4859 | 848806 |
| 51.50 | 25.7680 | 1122453 |
| 52.00 | 32.6924 | 1424081 |
| 52.50 | 40.0521 | 1744667 |
| 53.00 | 47.4379 | 2066396 |
| 53.50 | 55.3692 | 2411880 |
| 54.00 | 62.5925 | 2726528 |
| 54.50 | 68.4996 | 2983842 |
| 55.00 | 74.1445 | 3229736 |
| 55.50 | 79.5928 | 3467064 |
| 56.00 | 84.4381 | 3678123 |
| 56.50 | 87.5529 | 3813804 |
| 57.00 | 88.6541 | 3861772 |
| 57.50 | 88.9294 | 3873764 |
| 58.00 | 89.1182 | 3881987 |
| 58.50 | 89.1674 | 3884131 |
| 59.00 | 89.1674 | 3884131 |
| Comment: Initial Stage based on 0.5 ft of water in culvert based on field review |
## Node: 201
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
initial Stage: 36.00 ft
Warning Stage: 55.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 34.57 | 0.0006 | 25 |
| 35.00 | 0.0037 | 159 |
| 35.50 | 0.0182 | 792 |
| 36.00 | 0.0407 | 1775 |
| 36.50 | 0.0746 | 3250 |
| 37.00 | 0.1234 | 5375 |
| 37.50 | 0.1928 | 8400 |
| 38.00 | 0.2898 | 12625 |
| 38.50 | 0.3926 | 17100 |
===== PAGE 211 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.00 | 0.5601 | 24400 |
| 39.50 | 0.8764 | 38175 |
| 40.00 | 1.7028 | 74175 |
| 40.50 | 2.8834 | 125600 |
| 41.00 | 4.2287 | 184200 |
| 41.50 | 5.4500 | 237400 |
| 42.00 | 6.4968 | 283000 |
| 42.50 | 7.7806 | 338925 |
| 43.00 | 9.0238 | 393075 |
| 43.50 | 10.3725 | 451825 |
| 44.00 | 11.9330 | 519800 |
| 44.50 | 13.8240 | 602175 |
| 45.00 | 15.9946 | 696725 |
| 45.50 | 19.4071 | 845375 |
| 46.00 | 23.6748 | 1031275 |
| 46.50 | 27.6659 | 1205125 |
| 47.00 | 31.4865 | 1371550 |
| 47.50 | 36.7906 | 1602600 |
| 48.00 | 41.3080 | 1799375 |
| 48.50 | 46.5261 | 2026675 |
| 49.00 | 52.0919 | 2269125 |
| 49.50 | 57.9035 | 2522275 |
| 50.00 | 64.1271 | 2793375 |
| 50.50 | 69.7762 | 3039450 |
| 51.00 | 75.9120 | 3306725 |
| 51.50 | 81.6506 | 3556700 |
| 52.00 | 87.2882 | 3802275 |
| 52.50 | 90.9866 | 3963375 |
| 53.00 | 93.2117 | 4060300 |
| 53.50 | 94.9587 | 4136400 |
| 54.00 | 96.6839 | 4211550 |
| 54.50 | 98.5847 | 4294350 |
| 55.00 | 101.0411 | 4401350 |
| 55.50 | 104.8709 | 4568175 |
| 56.00 | 107.0277 | 4662125 |
| 56.50 | 107.9029 | 4700249 |
| 57.00 | 107.9029 | 4700249 |
| Comment: Initial Stage set at overflow weir elevation |
## Node: 202
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 30.70 ft
Warning Stage: 38.90 ft
===== PAGE 212 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 28.34 | 0.0006 | 25 |
| 28.50 | 0.0017 | 75 |
| 29.00 | 0.0052 | 225 |
| 29.50 | 0.0098 | 425 |
| 30.00 | 0.0207 | 900 |
| 30.50 | 0.0407 | 1775 |
| 31.00 | 0.1142 | 4975 |
| 31.50 | 0.2898 | 12625 |
| 32.00 | 0.6135 | 26725 |
| 32.50 | 1.0313 | 44925 |
| 33.00 | 1.5840 | 69000 |
| 33.50 | 2.0076 | 87450 |
| 34.00 | 2.3864 | 103950 |
| 34.50 | 2.8289 | 123225 |
| 35.00 | 3.3058 | 144000 |
| 35.50 | 3.7150 | 161825 |
| 36.00 | 3.9658 | 172750 |
| 36.50 | 4.1833 | 182225 |
| 37.00 | 4.3985 | 191600 |
| 37.50 | 4.6367 | 201975 |
| 38.00 | 4.9128 | 214000 |
| 38.50 | 5.1865 | 225925 |
| 39.00 | 5.4603 | 237850 |
| 39.50 | 5.7346 | 249800 |
| 40.00 | 6.0061 | 261625 |
| 40.50 | 6.2965 | 274275 |
| 41.00 | 6.6030 | 287625 |
| 41.50 | 6.9267 | 301725 |
| 42.00 | 7.2831 | 317250 |
| 42.50 | 7.7571 | 337900 |
| 43.00 | 8.4665 | 368800 |
| 43.50 | 8.8579 | 385850 |
| 44.00 | 9.0880 | 395875 |
| 44.50 | 9.3337 | 406575 |
| 45.00 | 9.6275 | 419375 |
| 45.50 | 9.9202 | 432125 |
| 46.00 | 10.2198 | 445175 |
| 46.50 | 10.5274 | 458575 |
| 47.00 | 10.8465 | 472475 |
| 47.50 | 11.1358 | 485075 |
| 48.00 | 11.4756 | 499875 |
| 48.50 | 11.8136 | 514600 |
| 49.00 | 12.1947 | 531200 |
| 49.50 | 12.5671 | 547425 |
| 50.00 | 12.9712 | 565025 |
| 50.50 | 13.3884 | 583200 |
| 51.00 | 13.8315 | 602500 |
| 51.50 | 14.2889 | 622425 |
===== PAGE 213 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.00 | 14.7056 | 640575 |
| 52.50 | 15.2393 | 663825 |
| 53.00 | 15.7811 | 687425 |
| 53.50 | 16.4457 | 716375 |
| 54.00 | 17.3295 | 754875 |
| 54.50 | 18.5440 | 807775 |
| 55.00 | 20.1728 | 878725 |
| 55.50 | 21.1633 | 921875 |
| 56.00 | 21.1671 | 922039 |
| 56.50 | 21.1671 | 922039 |
Comment: Initial Stage matches Node 208; Warning Stage set at existing low edge of pavement; Wetlands upstream of EX-1
Node: 203
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 35.44 ft
Warning Stage: 37.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 35.68 | 0.0006 | 25 |
| 36.00 | 0.0029 | 125 |
| 36.50 | 0.0275 | 1200 |
| 37.00 | 0.0580 | 2525 |
| 37.50 | 0.0913 | 3975 |
| 38.00 | 0.1452 | 6325 |
| 38.50 | 0.2187 | 9525 |
| 39.00 | 0.2806 | 12225 |
| 39.50 | 0.3266 | 14225 |
| 40.00 | 0.3776 | 16450 |
| 40.50 | 0.4313 | 18788 |
| 41.00 | 0.5085 | 22150 |
| 41.50 | 0.6416 | 27950 |
| 42.00 | 0.8333 | 36300 |
| 42.50 | 1.0382 | 45225 |
| 43.00 | 1.2448 | 54225 |
| 43.50 | 1.2582 | 54807 |
| 44.00 | 1.2582 | 54807 |
| 35.44 | 0.0001 | 4 |
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
===== PAGE 214 =====
Initial Stage: 45.11 ft
Base Flow: 0.00 cfs
Type: Stage/Area
Scenario: Existing
Node: 205
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.95 | 0.0006 | 25 |
| 40.00 | 0.0007 | 29 |
| 40.50 | 0.0023 | 100 |
| 41.00 | 0.0053 | 231 |
| 41.50 | 0.0079 | 346 |
| 42.00 | 0.0119 | 517 |
| 42.50 | 0.0212 | 925 |
| 43.00 | 0.0333 | 1450 |
| 43.50 | 0.0528 | 2300 |
| 44.00 | 0.0809 | 3525 |
| 44.50 | 0.1274 | 5550 |
| 45.00 | 0.1808 | 7875 |
| 45.50 | 0.2290 | 9975 |
| 46.00 | 0.2726 | 11875 |
| 46.50 | 0.3237 | 14100 |
| 47.00 | 0.3581 | 15600 |
| 47.50 | 0.3748 | 16325 |
| 48.00 | 0.3954 | 17225 |
| 48.50 | 0.4201 | 18300 |
| 49.00 | 0.4454 | 19400 |
| 49.50 | 0.4832 | 21050 |
| 50.00 | 0.5119 | 22300 |
| 50.50 | 0.5360 | 23350 |
| 51.00 | 0.5630 | 24525 |
| 51.50 | 0.5837 | 25425 |
| 52.00 | 0.6112 | 26625 |
| 52.50 | 0.6422 | 27975 |
| 53.00 | 0.6715 | 29250 |
| 53.50 | 0.7134 | 31075 |
| 54.00 | 0.7580 | 33017 |
| 54.50 | 0.7580 | 33017 |
| 39.47 | 0.0001 | 4 |
Warning Stage: 43.80 ft
Initial Stage: 39.47 ft
Base Flow: 0.00 cfs
Type: Stage/Area
Scenario: Existing
===== PAGE 215 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.70 | 0.0006 | 25 |
| 47.00 | 0.0052 | 225 |
| 47.50 | 0.0230 | 1000 |
| 48.00 | 0.0385 | 1675 |
| 48.50 | 0.0542 | 2363 |
| 49.00 | 0.0735 | 3200 |
| 49.50 | 0.1182 | 5150 |
| 50.00 | 0.1837 | 8000 |
| 50.50 | 0.2410 | 10500 |
Warning Stage: 49.10 ft
Initial Stage: 46.70 ft
Base Flow: 0.00 cfs
Type: Stage/Area
Scenario: Existing
Node: 206
## Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.20 | 0.0006 | 25 |
| 45.50 | 0.0069 | 300 |
| 46.00 | 0.0253 | 1100 |
| 46.50 | 0.0631 | 2750 |
| 47.00 | 0.1136 | 4950 |
| 47.50 | 0.1699 | 7400 |
| 48.00 | 0.2330 | 10150 |
| 48.50 | 0.2921 | 12725 |
| 49.00 | 0.3518 | 15325 |
| 49.50 | 0.4161 | 18125 |
| 50.00 | 0.4436 | 19325 |
| 50.50 | 0.4655 | 20275 |
| 51.00 | 0.4941 | 21525 |
| 51.50 | 0.5332 | 23225 |
| 52.00 | 0.5975 | 26025 |
| 52.50 | 0.6531 | 28450 |
| 53.00 | 0.7484 | 32600 |
| 53.50 | 0.9234 | 40225 |
| 54.00 | 1.1949 | 52050 |
| 54.50 | 1.3877 | 60450 |
| 55.00 | 1.5697 | 68375 |
| 55.50 | 1.6365 | 71288 |
| 56.00 | 1.6365 | 71288 |
| 45.11 | 0.0001 | 4 |
===== PAGE 216 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.00 | 0.2910 | 12675 |
| 51.50 | 0.3392 | 14775 |
| 52.00 | 0.3840 | 16725 |
| 52.50 | 0.4299 | 18725 |
| 53.00 | 0.4947 | 21550 |
| 53.50 | 0.5613 | 24450 |
| 54.00 | 0.6640 | 28925 |
| 54.50 | 0.7909 | 34450 |
| 55.00 | 1.1599 | 50525 |
| 55.50 | 1.2948 | 56400 |
| 56.00 | 1.2991 | 56590 |
| 56.50 | 1.2991 | 56590 |
Comment: Warning Stage set at existing low edge of pavement
Node: 207
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.47 ft
Warning Stage: 49.68 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.50 | 0.0017 | 75 |
| 48.00 | 0.0419 | 1825 |
| 48.50 | 0.0763 | 3325 |
| 49.00 | 0.1102 | 4800 |
| 49.50 | 0.1475 | 6425 |
| 50.00 | 0.2078 | 9050 |
| 50.50 | 0.2801 | 12200 |
| 51.00 | 0.3776 | 16450 |
| 51.50 | 0.4477 | 19500 |
| 52.00 | 0.5016 | 21850 |
| 52.50 | 0.5527 | 24075 |
| 53.00 | 0.6038 | 26300 |
| 53.50 | 0.7317 | 31875 |
| 54.00 | 0.9194 | 40050 |
| 54.50 | 1.1037 | 48075 |
| 55.00 | 1.3923 | 60650 |
| 55.50 | 1.4595 | 63577 |
| 56.00 | 1.4595 | 63577 |
| 47.47 | 0.0001 | 4 |
Comment:
===== PAGE 217 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 28.79 | 0.0011 | 50 |
| 29.00 | 0.0040 | 175 |
| 29.50 | 0.0103 | 450 |
| 30.00 | 0.0275 | 1200 |
| 30.50 | 0.0574 | 2500 |
| 31.00 | 0.1136 | 4950 |
| 31.50 | 0.1607 | 7000 |
| 32.00 | 0.2072 | 9025 |
| 32.50 | 0.2600 | 11325 |
| 33.00 | 0.3036 | 13225 |
| 33.50 | 0.3403 | 14825 |
| 34.00 | 0.3765 | 16400 |
| 34.50 | 0.4213 | 18350 |
| 35.00 | 0.4752 | 20700 |
| 35.50 | 0.5240 | 22825 |
| 36.00 | 0.5768 | 25125 |
| 36.50 | 0.6261 | 27275 |
| 37.00 | 0.6726 | 29300 |
| 37.50 | 0.7283 | 31725 |
| 38.00 | 0.7817 | 34050 |
| 38.50 | 0.8402 | 36600 |
| 39.00 | 0.9154 | 39875 |
| 39.50 | 0.9923 | 43225 |
| 40.00 | 1.0675 | 46500 |
| 40.50 | 1.1381 | 49575 |
| 41.00 | 1.2213 | 53200 |
| 41.50 | 1.2787 | 55700 |
| 42.00 | 1.3435 | 58525 |
| 42.50 | 1.4136 | 61575 |
| 43.00 | 1.4836 | 64625 |
| 43.50 | 1.5404 | 67100 |
| 44.00 | 1.5691 | 68350 |
| 44.50 | 1.5944 | 69450 |
| 45.00 | 1.6236 | 70725 |
| 45.50 | 1.6552 | 72100 |
| 46.00 | 1.6954 | 73850 |
| 46.50 | 1.7209 | 74962 |
| 47.00 | 1.7625 | 76775 |
| 47.50 | 1.7829 | 77663 |
| 48.00 | 1.7969 | 78275 |
| 48.50 | 1.8064 | 78687 |
| 49.00 | 1.8108 | 78880 |
| Scenario: | Existing |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 30.70 ft |
| Warning Stage: | 38.40 ft |
===== PAGE 218 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.50 | 1.8108 | 78880 |
| 28.50 | 0.0001 | 4 |
Comment: Initial Stage matches overland weir elevations to Tailwater; Warning Stage set at existing low edge of pavement; Wetlands downstream of EX-1
## Node: 209
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 39.58 ft
Warning Stage: 43.60 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 40.17 | 0.0006 | 25 |
| 40.50 | 0.0030 | 130 |
| 41.00 | 0.0075 | 325 |
| 41.50 | 0.0161 | 700 |
| 42.00 | 0.0236 | 1028 |
| 42.50 | 0.0367 | 1600 |
| 43.00 | 0.0557 | 2425 |
| 43.50 | 0.0803 | 3500 |
| 44.00 | 0.1205 | 5250 |
| 44.50 | 0.1705 | 7425 |
| 45.00 | 0.2336 | 10175 |
| 45.50 | 0.3007 | 13100 |
| 46.00 | 0.3616 | 15750 |
| 46.50 | 0.4293 | 18700 |
| 47.00 | 0.4924 | 21450 |
| 47.50 | 0.5521 | 24050 |
| 48.00 | 0.5911 | 25750 |
| 48.50 | 0.6239 | 27175 |
| 49.00 | 0.6612 | 28800 |
| 49.50 | 0.6881 | 29975 |
| 50.00 | 0.7203 | 31375 |
| 50.50 | 0.7507 | 32700 |
| 51.00 | 0.7823 | 34075 |
| 51.50 | 0.8115 | 35350 |
| 52.00 | 0.8523 | 37125 |
| 52.50 | 0.9194 | 40050 |
| 53.00 | 0.9519 | 41465 |
| 53.50 | 0.9735 | 42404 |
| 54.00 | 0.9795 | 42668 |
| 54.50 | 0.9795 | 42668 |
| 39.58 | 0.0001 | 4 |
===== PAGE 219 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 17.92 | 0.0006 | 25 |
| 18.00 | 0.0008 | 34 |
| 18.50 | 0.0049 | 212 |
| 19.00 | 0.0253 | 1100 |
| 19.50 | 0.0723 | 3150 |
| 20.00 | 0.3398 | 14800 |
| 20.50 | 5.9607 | 259650 |
| 21.00 | 8.6375 | 376250 |
| 21.50 | 9.6970 | 422400 |
| 22.00 | 10.2095 | 444725 |
| 22.50 | 10.6313 | 463100 |
| 23.00 | 11.0474 | 481225 |
| 23.50 | 11.5077 | 501275 |
| 24.00 | 11.9152 | 519025 |
| 24.50 | 12.3347 | 537300 |
| 25.00 | 12.7393 | 554925 |
| 25.50 | 13.1095 | 571050 |
| 26.00 | 13.4171 | 584450 |
| 26.50 | 13.7253 | 597875 |
| 27.00 | 14.0484 | 611950 |
| 27.50 | 14.3761 | 626225 |
| 28.00 | 14.6792 | 639425 |
| 28.50 | 14.9736 | 652250 |
| 29.00 | 15.2324 | 663525 |
| 29.50 | 15.4884 | 674675 |
| 30.00 | 15.7432 | 685775 |
| 30.50 | 15.9389 | 694300 |
| 31.00 | 16.1450 | 703275 |
| 31.50 | 16.3229 | 711025 |
| 32.00 | 16.4951 | 718525 |
| 32.50 | 16.6885 | 726950 |
| 33.00 | 16.8830 | 735425 |
| 33.50 | 17.0822 | 744100 |
| 34.00 | 17.3181 | 754375 |
| 34.50 | 17.5890 | 766175 |
| 35.00 | 17.8352 | 776900 |
| 35.50 | 18.0693 | 787100 |
| Scenario: | Existing |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 19.00 ft |
| Warning Stage: | 26.00 ft |
Node: 300
| Comment: Initial stage matches pipe invert S-1; Warning Stage set at existing low edge of pavement; Roadside ditch |
===== PAGE 220 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 36.00 | 18.2960 | 796975 |
| 36.50 | 18.5044 | 806050 |
| 37.00 | 18.6800 | 813700 |
| 37.50 | 18.8699 | 821975 |
| 38.00 | 19.0496 | 829800 |
| 38.50 | 19.2166 | 837075 |
| 39.00 | 19.3980 | 844975 |
| 39.50 | 19.5862 | 853175 |
| 40.00 | 19.7934 | 862200 |
| 40.50 | 20.0103 | 871650 |
| 41.00 | 20.2307 | 881250 |
| 41.50 | 20.4333 | 890075 |
| 42.00 | 20.6824 | 900925 |
| 42.50 | 20.9240 | 911450 |
| 43.00 | 21.1725 | 922275 |
| 43.50 | 21.4308 | 933525 |
| 44.00 | 21.6793 | 944350 |
| 44.50 | 21.9680 | 956925 |
| 45.00 | 22.2400 | 968775 |
| 45.50 | 22.6067 | 984750 |
| 46.00 | 23.0315 | 1003250 |
| 46.50 | 23.6094 | 1028425 |
| 47.00 | 24.2160 | 1054850 |
| 47.50 | 24.5667 | 1070125 |
| 48.00 | 24.7004 | 1075950 |
| 48.50 | 24.7030 | 1076065 |
| 49.00 | 24.7030 | 1076065 |
Node: 302
Scenario: Existing Type: Stage/Area: Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Running Stage: 22.20 ft
Warning Stage: 22.20 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 18.46 | 0.0006 | 25 |
| 18.50 | 0.0011 | 50 |
| 19.00 | 0.0212 | 925 |
| 19.50 | 0.1395 | 6075 |
| 20.00 | 0.3030 | 13200 |
| 20.50 | 0.4517 | 19675 |
| 21.00 | 0.6049 | 26350 |
| 21.50 | 0.7185 | 31300 |
===== PAGE 221 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 22.00 | 0.8345 | 36350 |
| 22.50 | 1.0038 | 43725 |
| 23.00 | 1.2598 | 54875 |
| 23.50 | 1.3791 | 60075 |
| 24.00 | 1.4480 | 63075 |
| 24.50 | 1.4997 | 65325 |
| 25.00 | 1.5433 | 67225 |
| 25.50 | 1.5846 | 69025 |
| 26.00 | 1.6276 | 70900 |
| 26.50 | 1.6672 | 72625 |
| 27.00 | 1.6971 | 73925 |
| 27.50 | 1.7241 | 75100 |
| 28.00 | 1.7528 | 76350 |
| 28.50 | 1.7815 | 77600 |
| 29.00 | 1.8113 | 78900 |
| 29.50 | 1.8429 | 80275 |
| 30.00 | 1.8790 | 81850 |
| 30.50 | 1.9123 | 83300 |
| 31.00 | 1.9456 | 84750 |
| 31.50 | 1.9726 | 85925 |
| 32.00 | 2.0018 | 87200 |
| 32.50 | 2.0305 | 88450 |
| 33.00 | 2.0581 | 89650 |
| 33.50 | 2.0736 | 90325 |
| 34.00 | 2.0862 | 90875 |
| 34.50 | 2.1000 | 91475 |
| 35.00 | 2.1132 | 92050 |
| 35.50 | 2.1206 | 92375 |
| 36.00 | 2.1575 | 93980 |
| 36.50 | 2.1575 | 93980 |
| 17.63 | 0.0001 | 4 |
Comment: Initial Stage matches Node 305; Warning stage set to existing low edge of pavement; Wetlands upstream of EX-2
Node: 303
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 24.32 ft
Warning Stage: 24.99 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 24.32 | 0.0006 | 25 |
| 24.50 | 0.0057 | 250 |
| 25.00 | 0.0289 | 1260 |
| 25.50 | 0.0626 | 2725 |
===== PAGE 222 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 26.00 | 0.1102 | 4800 |
| 26.50 | 0.1664 | 7250 |
| 27.00 | 0.2365 | 10300 |
| 27.50 | 0.3088 | 13450 |
| 28.00 | 0.3949 | 17200 |
| 28.50 | 0.4838 | 21075 |
| 29.00 | 0.6026 | 26250 |
| 29.50 | 0.7180 | 31275 |
| 30.00 | 0.8287 | 36100 |
| 30.50 | 0.9630 | 41950 |
| 31.00 | 1.0973 | 47800 |
| 31.50 | 1.2339 | 53750 |
| 32.00 | 1.3602 | 59250 |
| 32.50 | 1.4813 | 64525 |
| 33.00 | 1.6150 | 70350 |
| 33.50 | 1.7528 | 76350 |
| 34.00 | 1.9198 | 83625 |
| 34.50 | 2.1023 | 91575 |
| 35.00 | 2.3106 | 100650 |
| 35.50 | 2.5362 | 110475 |
| 36.00 | 2.8300 | 123275 |
| 36.50 | 3.1629 | 137775 |
| 37.00 | 3.5813 | 156000 |
| 37.50 | 3.8550 | 167925 |
| 38.00 | 4.0812 | 177775 |
| 38.50 | 4.2918 | 186950 |
| 39.00 | 4.4760 | 194975 |
| 39.50 | 4.6424 | 202225 |
| 40.00 | 4.8106 | 209550 |
| 40.50 | 4.9570 | 215925 |
| 41.00 | 5.0803 | 221300 |
| 41.50 | 5.2032 | 226650 |
| 42.00 | 5.3168 | 231600 |
| 42.50 | 5.4109 | 235700 |
| 43.00 | 5.4947 | 239350 |
| 43.50 | 5.5725 | 242737 |
| 44.00 | 5.6405 | 245700 |
| 44.50 | 5.7053 | 248525 |
| 45.00 | 5.7978 | 252550 |
| 45.50 | 5.8810 | 256175 |
| 46.00 | 5.9625 | 259725 |
| 46.50 | 6.0755 | 264650 |
| 47.00 | 6.2638 | 272850 |
| 47.50 | 6.4199 | 279650 |
| 48.00 | 6.6334 | 288950 |
| 48.50 | 6.8652 | 299050 |
| 49.00 | 6.8836 | 299851 |
| 49.50 | 6.8836 | 299851 |
===== PAGE 223 =====
## Node: 304
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 30.57 ft
arning Stage: 32.80 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 30.70 | 0.0006 | 25 |
| 31.00 | 0.0086 | 375 |
| 31.50 | 0.0367 | 1600 |
| 32.00 | 0.0597 | 2600 |
| 32.50 | 0.0884 | 3850 |
| 33.00 | 0.1297 | 5650 |
| 33.50 | 0.1842 | 8025 |
| 34.00 | 0.2370 | 10325 |
| 34.50 | 0.2927 | 12750 |
| 35.00 | 0.3610 | 15725 |
| 35.50 | 0.4333 | 18875 |
| 36.00 | 0.5131 | 22350 |
| 36.50 | 0.6135 | 26725 |
| 37.00 | 0.7375 | 32125 |
| 37.50 | 0.9028 | 39325 |
| 38.00 | 1.1042 | 48100 |
| 38.50 | 1.3011 | 56675 |
| 39.00 | 1.4933 | 65050 |
| 39.50 | 1.7424 | 75900 |
| 40.00 | 2.0615 | 89800 |
| 40.50 | 2.3468 | 102225 |
| 41.00 | 2.6837 | 116900 |
| 41.50 | 3.0992 | 135000 |
| 42.00 | 3.5067 | 152750 |
| 42.50 | 4.0668 | 177150 |
| 43.00 | 4.7366 | 206325 |
| 43.50 | 5.2135 | 227100 |
| 44.00 | 5.6927 | 247975 |
| 44.50 | 6.1920 | 269725 |
| 45.00 | 6.7591 | 294425 |
| 45.50 | 7.3060 | 318250 |
| 46.00 | 7.8174 | 340525 |
| 46.50 | 8.2748 | 360450 |
| 47.00 | 8.6318 | 376000 |
| 47.50 | 8.9285 | 388925 |
| 48.00 | 9.2292 | 402025 |
| 48.50 | 9.6493 | 420325 |
===== PAGE 224 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.00 | 9.9211 | 432163 |
| 49.50 | 9.9211 | 432163 |
| 30.57 | 0.0001 | 4 |
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
## Node: 305
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 22.20 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 17.97 | 0.0006 | 25 |
| 18.00 | 0.0007 | 31 |
| 18.50 | 0.0057 | 250 |
| 19.00 | 0.1045 | 4550 |
| 19.50 | 0.5911 | 25750 |
| 20.00 | 1.4750 | 64250 |
| 20.50 | 1.7258 | 75175 |
| 21.00 | 1.8159 | 79100 |
| 21.50 | 1.9054 | 83000 |
| 22.00 | 2.0064 | 87400 |
| 22.50 | 2.1815 | 95025 |
| 23.00 | 2.4845 | 108225 |
| 23.50 | 2.6509 | 115475 |
| 24.00 | 2.7445 | 119550 |
| 24.50 | 2.8128 | 122525 |
| 25.00 | 2.8593 | 124550 |
| 25.50 | 2.8994 | 126300 |
| 26.00 | 2.9391 | 128025 |
| 26.50 | 2.9884 | 130175 |
| 27.00 | 3.0246 | 131750 |
| 27.50 | 3.0596 | 133275 |
| 28.00 | 3.0900 | 134600 |
| 28.50 | 3.1210 | 135950 |
| 29.00 | 3.1560 | 137475 |
| 29.50 | 3.1939 | 139125 |
| 30.00 | 3.2467 | 141425 |
| 30.50 | 3.2995 | 143725 |
| 31.00 | 3.3448 | 145700 |
| 31.50 | 3.3879 | 147575 |
| 32.00 | 3.4343 | 149600 |
| 32.50 | 3.4768 | 151450 |
| 33.00 | 3.5176 | 153225 |
===== PAGE 225 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 33.50 | 3.5612 | 155125 |
| 34.00 | 3.5939 | 156550 |
| 34.50 | 3.6054 | 157050 |
| 35.00 | 3.6186 | 157625 |
| 35.50 | 3.6329 | 158250 |
| 36.00 | 3.6507 | 159025 |
| 36.50 | 3.6800 | 160300 |
| 37.00 | 3.6932 | 160875 |
| 37.50 | 3.6941 | 160915 |
| 38.00 | 3.6941 | 160915 |
Comment: Initial Stage matches overland weir elevations to Peace River; Warning stage set to existing low edge of pavement; Wetlands downstream of EX-2
## Node: 306
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
initial Stage: 18.59 ft
Warning Stage: 19.10 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 18.59 | 0.0023 | 100 |
| 19.00 | 0.2571 | 11200 |
| 19.50 | 3.9956 | 174050 |
| 20.00 | 5.0161 | 218500 |
| 20.50 | 5.5372 | 241200 |
| 21.00 | 5.7157 | 248975 |
| 21.50 | 5.8385 | 254325 |
| 22.00 | 5.9366 | 258600 |
| 22.50 | 6.0388 | 263050 |
| 23.00 | 6.1157 | 266400 |
| 23.50 | 6.2064 | 270350 |
| 24.00 | 6.2907 | 274025 |
| 24.50 | 6.4078 | 279125 |
| 25.00 | 6.4997 | 283125 |
| 25.50 | 6.6225 | 288475 |
| 26.00 | 6.7218 | 292800 |
| 26.50 | 6.8205 | 297100 |
| 27.00 | 6.9186 | 301375 |
| 27.50 | 6.9839 | 304217 |
| 28.00 | 7.0489 | 307050 |
| 28.50 | 7.1028 | 309400 |
| 29.00 | 7.1694 | 312300 |
| 29.50 | 7.2354 | 315175 |
| 30.00 | 7.2876 | 317450 |
===== PAGE 226 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 30.50 | 7.3594 | 320575 |
| 31.00 | 7.4082 | 322700 |
| 31.50 | 7.4564 | 324800 |
| 32.00 | 7.4914 | 326325 |
| 32.50 | 7.5264 | 327850 |
| 33.00 | 7.5706 | 329775 |
| 33.50 | 7.6119 | 331575 |
| 34.00 | 7.6486 | 333175 |
| 34.50 | 7.6860 | 334800 |
| 35.00 | 7.7290 | 336675 |
| 35.50 | 7.7916 | 339400 |
| 36.00 | 7.9322 | 345525 |
| 36.50 | 8.0504 | 350675 |
| 37.00 | 8.1198 | 353700 |
| 37.50 | 8.1508 | 355050 |
| 38.00 | 8.1723 | 355986 |
| 38.50 | 8.1723 | 355986 |
## Comment:
Node: 308
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 29.98 ft
Warning Stage: 33.43 ft
Warning Stage: 33.43 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 30.35 | 0.0006 | 25 |
| 30.50 | 0.0019 | 81 |
| 31.00 | 0.0049 | 213 |
| 31.50 | 0.0109 | 473 |
| 32.00 | 0.0189 | 825 |
| 32.50 | 0.0379 | 1650 |
| 33.00 | 0.0603 | 2625 |
| 33.50 | 0.0913 | 3975 |
| 34.00 | 0.1251 | 5450 |
| 34.50 | 0.1814 | 7900 |
| 35.00 | 0.2479 | 10800 |
| 35.50 | 0.3151 | 13725 |
| 36.00 | 0.3765 | 16400 |
| 36.50 | 0.4373 | 19050 |
| 37.00 | 0.5228 | 22775 |
| 37.50 | 0.6497 | 28300 |
| 38.00 | 0.7203 | 31375 |
| 38.50 | 0.7840 | 34150 |
===== PAGE 227 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.00 | 0.8201 | 35725 |
| 39.50 | 0.8620 | 37550 |
| 40.00 | 0.8972 | 39080 |
| 40.50 | 0.8972 | 39080 |
| 29.98 | 0.0001 | 4 |
Comment: Roadside ditch
Node: 400
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 31.71 ft
Warning Stage: 32.65 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 31.71 | 0.0011 | 50 |
| 32.00 | 0.0040 | 175 |
| 32.50 | 0.0161 | 700 |
| 33.00 | 0.0367 | 1600 |
| 33.50 | 0.0709 | 3087 |
| 34.00 | 0.1142 | 4975 |
| 34.50 | 0.1986 | 8650 |
| 35.00 | 0.3312 | 14425 |
| 35.50 | 0.4976 | 21675 |
| 36.00 | 0.7978 | 34750 |
| 36.50 | 1.9485 | 84875 |
| 37.00 | 3.3632 | 146500 |
| 37.50 | 4.3825 | 190900 |
| 38.00 | 5.2152 | 227175 |
| 38.50 | 5.7903 | 252225 |
| 39.00 | 6.2603 | 272700 |
| 39.50 | 6.6213 | 288425 |
| 40.00 | 6.9817 | 304125 |
| 40.50 | 7.4139 | 322950 |
| 41.00 | 7.8811 | 343300 |
| 41.50 | 8.4068 | 366200 |
| 42.00 | 8.9710 | 390775 |
| 42.50 | 9.6556 | 420600 |
| 43.00 | 10.4798 | 456500 |
| 43.50 | 11.9829 | 521975 |
| 44.00 | 14.0989 | 614150 |
| 44.50 | 16.4245 | 715450 |
| 45.00 | 18.9704 | 826350 |
| 45.50 | 22.6222 | 985425 |
| 46.00 | 26.4566 | 1152450 |
===== PAGE 228 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.50 | 29.7486 | 1295850 |
| 47.00 | 32.3875 | 1410800 |
| 47.50 | 34.9902 | 1524175 |
| 48.00 | 37.3031 | 1624925 |
| 48.50 | 39.4439 | 1718175 |
| 49.00 | 40.2898 | 1755025 |
| 49.50 | 40.6801 | 1772025 |
| 50.00 | 40.8534 | 1779573 |
| 50.50 | 40.8534 | 1779573 |
Comment:
Node: 401
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.20 ft
arning Stage: 50.50 ft
Warning Stage: 50.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 19.20 | 0.0006 | 25 |
| 19.50 | 0.0046 | 200 |
| 20.00 | 0.1400 | 6100 |
| 20.50 | 3.2163 | 140100 |
| 21.00 | 6.3137 | 275025 |
| 21.50 | 7.3066 | 318275 |
| 22.00 | 7.5677 | 329650 |
| 22.50 | 7.7921 | 339425 |
| 23.00 | 8.0756 | 351775 |
| 23.50 | 8.3747 | 364800 |
| 24.00 | 8.6846 | 378300 |
| 24.50 | 8.9365 | 389275 |
| 25.00 | 9.1822 | 399975 |
| 25.50 | 9.4083 | 409825 |
| 26.00 | 9.5908 | 417775 |
| 26.50 | 9.8588 | 429450 |
| 27.00 | 10.0999 | 439950 |
| 27.50 | 10.3197 | 449525 |
| 28.00 | 10.5073 | 457700 |
| 28.50 | 10.7541 | 468450 |
| 29.00 | 10.9745 | 478050 |
| 29.50 | 11.1840 | 487175 |
| 30.00 | 11.4061 | 496850 |
| 30.50 | 11.6535 | 507625 |
| 31.00 | 11.9301 | 519675 |
| 31.50 | 12.1677 | 530025 |
===== PAGE 229 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 32.00 | 12.3697 | 538825 |
| 32.50 | 12.5631 | 547250 |
| 33.00 | 12.7210 | 554125 |
| 33.50 | 12.8931 | 561625 |
| 34.00 | 13.0544 | 568650 |
| 34.50 | 13.2317 | 576375 |
| 35.00 | 13.4418 | 585525 |
| 35.50 | 13.6553 | 594825 |
| 36.00 | 13.7902 | 600700 |
| 36.50 | 13.9641 | 608275 |
| 37.00 | 14.1500 | 616375 |
| 37.50 | 14.3371 | 624525 |
| 38.00 | 14.5139 | 632225 |
| 38.50 | 14.6717 | 639100 |
| 39.00 | 14.8324 | 646100 |
| 39.50 | 15.0195 | 654250 |
| 40.00 | 15.2095 | 662525 |
| 40.50 | 15.3662 | 669350 |
| 41.00 | 15.5579 | 677700 |
| 41.50 | 15.7306 | 685225 |
| 42.00 | 15.9039 | 692775 |
| 42.50 | 16.0962 | 701150 |
| 43.00 | 16.2661 | 708550 |
| 43.50 | 16.5358 | 720300 |
| 44.00 | 16.6374 | 724725 |
| 44.50 | 16.6845 | 726775 |
| 45.00 | 16.7539 | 729800 |
| 45.50 | 16.8010 | 731850 |
| 46.00 | 16.8434 | 733700 |
| 46.50 | 16.8572 | 734298 |
| 47.00 | 16.8572 | 734298 |
## Comment:
Node: 402
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.16 ft
Warning Stage: 22.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 19.45 | 0.0006 | 25 |
| 19.50 | 0.0011 | 50 |
| 20.00 | 0.0356 | 1550 |
| 20.50 | 0.2950 | 12850 |
===== PAGE 230 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 21.00 | 0.4999 | 21775 |
| 21.50 | 0.6623 | 28850 |
| 22.00 | 0.7731 | 33675 |
| 22.50 | 0.8947 | 38975 |
| 23.00 | 1.0325 | 44975 |
| 23.50 | 1.1685 | 50900 |
| 24.00 | 1.2976 | 56525 |
| 24.50 | 1.4308 | 62325 |
| 25.00 | 1.5576 | 67850 |
| 25.50 | 1.6758 | 73000 |
| 26.00 | 1.8107 | 78875 |
| 26.50 | 2.0793 | 90575 |
| 27.00 | 2.4242 | 105600 |
| 27.50 | 2.6304 | 114579 |
| 28.00 | 2.6304 | 114579 |
| 19.16 | 0.0001 | 4 |
Comment: Initial Stage matches pipe invert; Warning stage set at low edge of pavement; Roadside ditch upstream of EX-3
Node: 403
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.69 ft
Warning Stage: 48.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 40.69 | 0.0026 | 114 |
| 41.00 | 0.0152 | 662 |
| 41.50 | 0.0708 | 3084 |
| 42.00 | 0.1311 | 5710 |
| 42.50 | 0.2727 | 11878 |
| 43.00 | 0.4326 | 18845 |
| 43.50 | 0.5585 | 24327 |
| 44.00 | 0.7053 | 30722 |
| 44.50 | 0.9046 | 39402 |
| 45.00 | 1.1222 | 48882 |
| 45.50 | 1.3385 | 58304 |
| 46.00 | 1.3633 | 59385 |
| 48.00 | 1.3633 | 59385 |
Comment:
Node: 404
===== PAGE 231 =====
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.50 ft
warning Stage: 56.00 tt
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.08 | 0.0026 | 114 |
| 39.50 | 0.0420 | 1827 |
| 40.00 | 0.0848 | 3693 |
| 40.50 | 0.1488 | 6481 |
| 41.00 | 0.1893 | 8246 |
| 41.50 | 0.1982 | 8634 |
| 42.00 | 0.2121 | 9240 |
| 42.50 | 0.2205 | 9607 |
| 43.00 | 0.2491 | 10850 |
| 43.50 | 0.3474 | 15133 |
| 44.00 | 0.6135 | 26725 |
| 44.50 | 0.8993 | 39174 |
| 45.00 | 1.3319 | 58019 |
| 45.50 | 1.8458 | 80404 |
| 46.00 | 2.5380 | 110555 |
| 46.50 | 3.3403 | 145503 |
| 47.00 | 4.0115 | 174741 |
| 47.50 | 4.8217 | 210032 |
| 48.00 | 5.7079 | 248635 |
| 48.50 | 6.7120 | 292377 |
| 49.00 | 7.9889 | 347997 |
| 49.50 | 9.2632 | 403503 |
| 50.00 | 11.9427 | 520225 |
| 50.50 | 16.7120 | 727973 |
| 51.00 | 21.5231 | 937547 |
| 51.50 | 25.7050 | 1119712 |
| 52.00 | 31.1848 | 1358410 |
| 52.50 | 34.7925 | 1515563 |
| 53.00 | 35.2356 | 1534864 |
| 53.50 | 35.3680 | 1540632 |
| 54.00 | 35.3982 | 1541947 |
| 56.00 | 35.3982 | 1541947 |
| Comment: Initial stage estimated from aerial imagery and observed water |
|
Node: 406
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 23.82 ft
===== PAGE 232 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 23.82 | 0.0006 | 25 |
| 24.00 | 0.0018 | 80 |
| 24.50 | 0.0080 | 350 |
| 25.00 | 0.0258 | 1125 |
| 25.50 | 0.0542 | 2363 |
| 26.00 | 0.0861 | 3750 |
| 26.50 | 0.1406 | 6125 |
| 27.00 | 0.2049 | 8925 |
| 27.50 | 0.2979 | 12975 |
| 28.00 | 0.3914 | 17050 |
| 28.50 | 0.4735 | 20625 |
| 29.00 | 0.5475 | 23850 |
| 29.50 | 0.6422 | 27975 |
| 30.00 | 0.7208 | 31400 |
| 30.50 | 0.8385 | 36525 |
| 31.00 | 0.9619 | 41900 |
| 31.50 | 1.0440 | 45475 |
| 32.00 | 1.1232 | 48925 |
| 32.50 | 1.2156 | 52950 |
| 33.00 | 1.3074 | 56950 |
| 33.50 | 1.3688 | 59625 |
| 34.00 | 1.4331 | 62425 |
| 34.50 | 1.5123 | 65875 |
| 35.00 | 1.5972 | 69575 |
| 35.50 | 1.6804 | 73200 |
| 36.00 | 1.7660 | 76925 |
| 36.50 | 1.8572 | 80900 |
| 37.00 | 1.9376 | 84400 |
| 37.50 | 2.0277 | 88325 |
| 38.00 | 2.1258 | 92600 |
| 38.50 | 2.2234 | 96850 |
| 39.00 | 2.3264 | 101338 |
| 39.50 | 2.4478 | 106625 |
| 40.00 | 2.5987 | 113200 |
| 40.50 | 2.7451 | 119575 |
| 41.00 | 2.9109 | 126800 |
| 41.50 | 3.1049 | 135250 |
| 42.00 | 3.3597 | 146350 |
| 42.50 | 3.8367 | 167125 |
| 43.00 | 4.8215 | 210025 |
| 43.50 | 6.6271 | 288675 |
| 44.00 | 8.5399 | 372000 |
| 44.50 | 9.8152 | 427550 |
| 45.00 | 10.9303 | 476125 |
| 45.50 | 11.8119 | 514525 |
| 46.00 | 12.2236 | 532458 |
| 46.50 | 12.2236 | 532458 |
Warning Stage: 24.44 ft
===== PAGE 233 =====
Comment:
## Node: 407
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 29.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 19.64 | 0.0006 | 25 |
| 20.00 | 0.0008 | 37 |
| 20.50 | 0.0013 | 58 |
| 21.00 | 0.0027 | 116 |
| 21.50 | 0.0039 | 171 |
| 22.00 | 0.0056 | 244 |
| 22.50 | 0.0073 | 319 |
| 23.00 | 0.0092 | 400 |
| 23.50 | 0.0128 | 559 |
| 24.00 | 0.0293 | 1275 |
| 24.50 | 0.0723 | 3150 |
| 25.00 | 0.1412 | 6150 |
| 25.50 | 0.2875 | 12525 |
| 26.00 | 0.4052 | 17650 |
| 26.50 | 0.5447 | 23725 |
| 27.00 | 0.6732 | 29325 |
| 27.50 | 0.7111 | 30974 |
| 28.00 | 0.7111 | 30974 |
| 19.00 | 0.0001 | 4 |
Comment: Initial Stage assumed match adjacent SHWT of wetlands; Warning stage set to existing low edge of pavement; Roadside ditch downstream of EX-3
## Node: 408
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 17.25 ft
Warning Stage: 27.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 17.25 | 0.0006 | 25 |
| 17.50 | 0.0029 | 125 |
| 18.00 | 0.0195 | 850 |
===== PAGE 234 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 18.50 | 0.0792 | 3450 |
| 19.00 | 1.0382 | 45225 |
| 19.50 | 2.8891 | 125850 |
| 20.00 | 6.3757 | 277725 |
| 20.50 | 8.9589 | 390250 |
| 21.00 | 10.0511 | 437825 |
| 21.50 | 10.7891 | 469975 |
| 22.00 | 11.4893 | 500475 |
| 22.50 | 11.8021 | 514100 |
| 23.00 | 12.0363 | 524300 |
| 23.50 | 12.2595 | 534025 |
| 24.00 | 12.4621 | 542850 |
| 24.50 | 12.6435 | 550750 |
| 25.00 | 12.8099 | 558000 |
| 25.50 | 13.0039 | 566450 |
| 26.00 | 13.3264 | 580500 |
| 26.50 | 13.9830 | 609100 |
| 27.00 | 14.8037 | 644850 |
| 27.50 | 15.2204 | 663000 |
| 28.00 | 15.2835 | 665750 |
| 28.50 | 15.3065 | 666750 |
| 29.00 | 17.5500 | 764478 |
| 29.50 | 17.5500 | 764478 |
Comment:
Node: 409
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 20.43 ft
Warning Stage: 22.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 20.43 | 0.0029 | 125 |
| 20.50 | 0.0086 | 375 |
| 21.00 | 0.1475 | 6425 |
| 21.50 | 0.4029 | 17550 |
| 22.00 | 0.5315 | 23150 |
| 22.50 | 0.6382 | 27800 |
| 23.00 | 0.6870 | 29925 |
| 23.50 | 0.7295 | 31775 |
| 24.00 | 0.7736 | 33700 |
| 24.50 | 0.8132 | 35425 |
| 25.00 | 0.8609 | 37500 |
| 25.50 | 0.9177 | 39975 |
===== PAGE 235 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 26.00 | 0.9820 | 42775 |
| 26.50 | 1.0847 | 47250 |
| 27.00 | 1.3028 | 56750 |
| 27.50 | 1.4228 | 61976 |
| 28.00 | 1.4228 | 61976 |
Comment: Warning stage is set to weir invert el.
Node: 500
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 54.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 44.85 | 0.0026 | 114 |
| 45.00 | 0.0079 | 343 |
| 45.50 | 0.0486 | 2118 |
| 46.00 | 0.0745 | 3247 |
| 46.50 | 0.1211 | 5276 |
| 47.00 | 0.1855 | 8080 |
| 47.50 | 0.2039 | 8880 |
| 48.00 | 0.3435 | 14961 |
| 48.50 | 0.6581 | 28667 |
| 49.00 | 1.5338 | 66813 |
| 49.50 | 4.9449 | 215399 |
| 50.00 | 9.6145 | 418807 |
| 50.50 | 14.1477 | 616276 |
| 51.00 | 18.3637 | 799925 |
| 51.50 | 22.7921 | 992825 |
| 52.00 | 26.5991 | 1158657 |
| 52.50 | 27.2647 | 1187652 |
| 54.00 | 27.2647 | 1187652 |
Comment: Initial stage matches aerial imagery and observed water
## Node: 501
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.33 ft
Warning Stage: 53.00 ft
===== PAGE 236 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 42.03 | 0.0026 | 114 |
| 42.50 | 0.0341 | 1485 |
| 43.00 | 0.0983 | 4283 |
| 43.50 | 0.1442 | 6282 |
| 44.00 | 0.2163 | 9422 |
| 44.50 | 0.3094 | 13477 |
| 45.00 | 0.4379 | 19073 |
| 45.50 | 0.5585 | 24327 |
| 46.00 | 0.7132 | 31065 |
| 46.50 | 0.8757 | 38146 |
| 47.00 | 0.9885 | 43057 |
| 47.50 | 1.2008 | 52308 |
| 48.00 | 1.4263 | 62130 |
| 48.50 | 1.5810 | 68868 |
| 49.00 | 1.8196 | 79262 |
| 49.50 | 2.2732 | 99020 |
| 50.00 | 2.4532 | 106862 |
| 50.50 | 2.6455 | 115238 |
| 51.00 | 2.8965 | 126173 |
| 51.50 | 3.1004 | 135053 |
| 52.00 | 3.1961 | 139222 |
| 52.50 | 3.2060 | 139651 |
| 53.00 | 3.2060 | 139651 |
| 40.33 | 0.0001 | 4 |
Comment: I.E. pipe invert of CD-5
Node: 502
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 43.11 ft
Warning Stage: 52.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 43.11 | 0.0026 | 114 |
| 43.50 | 0.0118 | 514 |
| 44.00 | 0.2674 | 11649 |
| 44.50 | 0.6214 | 27068 |
| 45.00 | 1.0881 | 47397 |
| 45.50 | 1.8117 | 78919 |
| 46.00 | 2.8710 | 125060 |
| 46.50 | 4.1793 | 182050 |
| 47.00 | 5.1887 | 226021 |
| 47.50 | 6.2663 | 272961 |
| 48.00 | 7.3675 | 320929 |
===== PAGE 237 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.50 | 8.4320 | 367298 |
| 49.00 | 9.6092 | 418579 |
| 49.50 | 10.3355 | 450215 |
| 50.00 | 10.5871 | 461174 |
| 52.00 | 10.5871 | 461174 |
Comment:
Node: 503
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.35 ft
Warning Stage: 54.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.35 | 0.0026 | 114 |
| 48.50 | 0.0144 | 628 |
| 49.00 | 0.0839 | 3655 |
| 49.50 | 0.1363 | 5939 |
| 50.00 | 0.4903 | 21357 |
| 50.50 | 2.5511 | 111126 |
| 51.00 | 5.3120 | 231389 |
| 51.50 | 5.9360 | 258571 |
| 52.00 | 6.1234 | 266737 |
| 52.50 | 6.3592 | 277008 |
| 54.00 | 6.3592 | 277008 |
Comment:
Node: 600
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.35 | 2.5046 | 109100 |
| 47.50 | 2.5253 | 110000 |
| 48.00 | 2.5643 | 111700 |
| 48.50 | 2.6165 | 113975 |
| 49.00 | 2.6969 | 117475 |
| 49.50 | 2.9109 | 126800 |
===== PAGE 238 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.00 | 3.3815 | 147300 |
| 50.50 | 4.5764 | 199350 |
| 51.00 | 6.9416 | 302375 |
| 51.50 | 9.4209 | 410375 |
| 52.00 | 11.2862 | 491625 |
| 52.50 | 13.2679 | 577950 |
| 53.00 | 15.4081 | 671175 |
| 53.50 | 19.4071 | 845375 |
| 54.00 | 20.7008 | 901725 |
| 54.50 | 20.7736 | 904900 |
| 55.00 | 20.8680 | 909010 |
| 55.50 | 20.8680 | 909010 |
Comment: Initial stage matches aerial imagery and observed water
Node: 601
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.50 ft
Warning Stage: 56.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.86 | 0.0026 | 114 |
| 47.00 | 0.0039 | 171 |
| 47.50 | 0.0288 | 1256 |
| 48.00 | 0.1573 | 6853 |
| 48.50 | 0.3644 | 15875 |
| 49.00 | 0.6764 | 29466 |
| 49.50 | 1.7095 | 74465 |
| 50.00 | 4.1190 | 179423 |
| 50.50 | 7.6664 | 333949 |
| 51.00 | 11.7199 | 510517 |
| 51.50 | 13.4136 | 584297 |
| 52.00 | 13.8925 | 605159 |
| 52.50 | 14.4440 | 629181 |
| 53.00 | 14.6608 | 638623 |
| 53.50 | 14.7616 | 643017 |
| 56.00 | 14.7616 | 643017 |
| Comment: Initial stage matches slightly lower stage in Node 600 |
| Node: 602 |
| Scenario: Existing |
===== PAGE 239 =====
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.90 ft
Warning Stage: 51.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.90 | 0.0026 | 114 |
| 51.00 | 0.0094 | 411 |
| 51.50 | 0.0820 | 3573 |
| 52.00 | 0.1879 | 8185 |
| 52.50 | 0.3592 | 15647 |
| 53.00 | 0.5552 | 24184 |
| 53.50 | 0.6260 | 27268 |
| 54.00 | 0.6756 | 29428 |
| 54.50 | 0.6784 | 29549 |
| 55.00 | 0.6784 | 29549 |
Comment:
Node: 603
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.20 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.70 | 0.0026 | 114 |
| 50.00 | 0.1363 | 5939 |
| 50.50 | 0.6240 | 27182 |
| 51.00 | 1.4840 | 64643 |
| 51.50 | 4.4703 | 194728 |
| 52.00 | 8.3717 | 364672 |
| 52.50 | 11.0120 | 479681 |
| 53.00 | 14.8425 | 646541 |
| 53.50 | 18.7098 | 815000 |
| 54.00 | 23.3427 | 1016809 |
| 54.50 | 27.1235 | 1181499 |
| 55.00 | 29.3075 | 1276636 |
| 55.50 | 30.2304 | 1316838 |
| 56.00 | 30.6080 | 1333284 |
| 56.50 | 30.7177 | 1338063 |
| 58.00 | 30.7177 | 1338063 |
Comment: Initial Stage estimated from aerial imagery and observed water
===== PAGE 240 =====
Node: 604
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.84 | 0.0026 | 114 |
| 53.00 | 0.0262 | 1142 |
| 53.50 | 0.8233 | 35862 |
| 54.00 | 10.0864 | 439365 |
| 54.50 | 10.9752 | 478082 |
| 55.00 | 11.0565 | 481622 |
| 55.50 | 11.1090 | 483906 |
| 56.00 | 11.2532 | 490188 |
| 56.50 | 11.4760 | 499896 |
| 57.00 | 11.5607 | 503584 |
| 59.00 | 11.5607 | 503584 |
| 52.80 | 0.0001 | 4 |
Comment:
Node: 605
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.27 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.27 | 0.0006 | 25 |
| 52.50 | 0.0086 | 375 |
| 53.00 | 0.1509 | 6575 |
| 53.50 | 0.5797 | 25250 |
| 54.00 | 2.2159 | 96525 |
| 54.50 | 2.6739 | 116475 |
| 55.00 | 2.8421 | 123800 |
| 55.50 | 3.0274 | 131875 |
| 56.00 | 3.2943 | 143500 |
| 56.50 | 3.7965 | 165375 |
| 57.00 | 4.1282 | 179825 |
| 57.50 | 4.3033 | 187450 |
| 58.00 | 4.3450 | 189270 |
| 58.50 | 4.3450 | 189270 |
Comment:
===== PAGE 241 =====
Node: 606
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 53.56 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.04 | 0.0006 | 25 |
| 51.50 | 0.0413 | 1800 |
| 52.00 | 0.3444 | 15000 |
| 52.50 | 0.7955 | 34650 |
| 53.00 | 1.0135 | 44150 |
| 53.50 | 1.3091 | 57025 |
| 54.00 | 2.0179 | 87900 |
| 54.50 | 5.5911 | 243550 |
| 55.00 | 11.3717 | 495350 |
| 55.50 | 17.2572 | 751725 |
| 56.00 | 23.3150 | 1015600 |
| 56.50 | 24.7854 | 1079650 |
| 57.00 | 25.0562 | 1091450 |
| 57.50 | 25.1257 | 1094475 |
| 58.00 | 25.2270 | 1098890 |
| 58.50 | 25.2270 | 1098890 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 607
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.27 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.27 | 0.0026 | 114 |
| 50.50 | 0.0076 | 332 |
| 51.00 | 0.1451 | 6320 |
| 51.50 | 0.4116 | 17931 |
| 52.00 | 1.0645 | 46369 |
| 52.50 | 5.8966 | 256858 |
| 53.00 | 12.0057 | 522966 |
| 53.50 | 18.3611 | 799810 |
| 54.00 | 22.8550 | 995566 |
| 54.50 | 26.2347 | 1142782 |
| 55.00 | 29.3547 | 1278692 |
| 55.50 | 32.7553 | 1426822 |
===== PAGE 242 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 56.00 | 35.4401 | 1543772 |
| 56.50 | 38.5864 | 1680824 |
| 57.00 | 41.5020 | 1807825 |
| 57.50 | 45.7337 | 1992160 |
| 58.00 | 46.2555 | 2014887 |
| 58.50 | 46.3729 | 2020004 |
| 59.00 | 46.4195 | 2022035 |
| 60.00 | 46.4195 | 2022035 |
Comment:
Node: 608
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.00 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.86 | 0.0026 | 114 |
| 53.00 | 0.0038 | 167 |
| 53.50 | 0.0129 | 562 |
| 54.00 | 0.0813 | 3541 |
| 54.50 | 0.2858 | 12449 |
| 55.00 | 0.6424 | 27981 |
| 55.50 | 1.3345 | 58133 |
| 56.00 | 5.9832 | 260627 |
| 56.50 | 11.5704 | 504007 |
| 57.00 | 15.1572 | 660246 |
| 57.50 | 17.5982 | 766575 |
| 58.00 | 18.1304 | 789760 |
| 58.50 | 18.2015 | 792859 |
| 60.00 | 18.2015 | 792859 |
## Comment:
## Node: 609
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 55.00 ft
===== PAGE 243 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.97 | 0.0026 | 114 |
| 47.00 | 0.0039 | 171 |
| 47.50 | 0.9413 | 41001 |
| 48.00 | 1.3817 | 60189 |
| 48.50 | 1.6675 | 72637 |
| 49.00 | 2.7713 | 120720 |
| 49.50 | 5.6869 | 247721 |
| 50.00 | 7.8080 | 340116 |
| 50.50 | 11.5363 | 502523 |
| 51.00 | 17.2416 | 751043 |
| 51.50 | 22.8157 | 993853 |
| 52.00 | 29.1240 | 1268641 |
| 52.50 | 35.2120 | 1533836 |
| 53.00 | 38.0647 | 1658096 |
| 53.50 | 39.1239 | 1704237 |
| 54.00 | 39.2800 | 1711036 |
| 55.00 | 39.2800 | 1711036 |
| Comment: Initial stage matches aerial imagery and observed water in Node 600 |
Node: 801
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.41 ft
Warning Stage: 59.00 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.41 | 0.0006 | 25 |
| 52.50 | 0.0021 | 92 |
| 53.00 | 0.0534 | 2325 |
| 53.50 | 0.3685 | 16050 |
| 54.00 | 1.6954 | 73850 |
| 54.50 | 10.0224 | 436575 |
| 55.00 | 15.0476 | 655475 |
| 55.50 | 15.7042 | 684075 |
| 56.00 | 15.7120 | 684413 |
| 56.50 | 15.7120 | 684413 |
Comment:
___
| Node: 803 |
| Scenario: Type: Existing Stage/Area |
===== PAGE 244 =====
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.98 | 0.0006 | 25 |
| 51.00 | 0.0006 | 28 |
| 51.50 | 0.0161 | 700 |
| 52.00 | 0.1366 | 5950 |
| 52.50 | 0.3197 | 13925 |
| 53.00 | 0.5200 | 22650 |
| 53.50 | 0.7369 | 32100 |
| 54.00 | 1.0514 | 45800 |
| 54.50 | 1.5450 | 67300 |
| 55.00 | 1.9031 | 82900 |
| 55.50 | 2.0753 | 90400 |
| 56.00 | 2.5264 | 110050 |
| 56.50 | 2.9319 | 127713 |
| 57.00 | 2.9337 | 127792 |
| 57.50 | 2.9337 | 127792 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 805
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.40 ft
arning Stage: 58.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.26 | 0.0026 | 114 |
| 48.50 | 0.0798 | 3475 |
| 49.00 | 0.1127 | 4911 |
| 49.50 | 0.1626 | 7081 |
| 50.00 | 3.0860 | 134425 |
| 50.50 | 6.2165 | 270791 |
| 51.00 | 9.1871 | 400191 |
| 51.50 | 12.1944 | 531189 |
| 52.00 | 14.9789 | 652480 |
| 52.50 | 19.0218 | 828591 |
| 53.00 | 23.3794 | 1018408 |
| 53.50 | 29.8372 | 1299706 |
| 54.00 | 35.8570 | 1561932 |
| 54.50 | 38.8696 | 1693159 |
| 55.00 | 40.0914 | 1746380 |
| 55.50 | 40.3326 | 1756888 |
===== PAGE 245 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 56.00 | 40.4296 | 1761113 |
| 56.50 | 40.4531 | 1762136 |
| 57.00 | 40.4655 | 1762676 |
| 58.00 | 40.4655 | 1762676 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 806
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.00 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.47 | 0.0026 | 114 |
| 49.50 | 0.0079 | 343 |
| 50.00 | 0.1940 | 8452 |
| 50.50 | 0.4562 | 19873 |
| 51.00 | 0.9885 | 43057 |
| 51.50 | 4.0797 | 177710 |
| 52.00 | 14.5096 | 632036 |
| 52.50 | 22.7947 | 992939 |
| 53.00 | 30.2383 | 1317180 |
| 53.50 | 40.8727 | 1780415 |
| 54.00 | 63.3948 | 2761476 |
| 54.50 | 79.7292 | 3473003 |
| 55.00 | 84.6636 | 3687945 |
| 55.50 | 86.3259 | 3760354 |
| 56.00 | 86.9630 | 3788107 |
| 56.50 | 87.1937 | 3798158 |
| 57.00 | 87.3772 | 3806152 |
| 57.50 | 87.4349 | 3808665 |
| 58.00 | 87.4670 | 3810064 |
| 58.50 | 87.4799 | 3810624 |
| 59.00 | 87.4828 | 3810751 |
| 60.00 | 87.4828 | 3810751 |
Comment: Initial Stage estimated from aerial imagery and observed water
| Scenario: | Existing |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
===== PAGE 246 =====
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.57 | 0.0052 | 228 |
| 50.00 | 0.6502 | 28324 |
| 50.50 | 1.9454 | 84744 |
| 51.00 | 15.3459 | 668469 |
| 51.50 | 46.3367 | 2018428 |
| 52.00 | 60.7991 | 2648409 |
| 52.50 | 69.8735 | 3043688 |
| 53.00 | 78.2242 | 3407446 |
| 53.50 | 88.6960 | 3863600 |
| 54.00 | 102.3876 | 4460003 |
| 54.50 | 113.2999 | 4935344 |
| 55.00 | 119.2883 | 5196198 |
| 55.50 | 120.5625 | 5251704 |
| 56.00 | 120.9191 | 5267237 |
| 56.50 | 120.9716 | 5269521 |
| 57.00 | 121.0119 | 5271278 |
| 57.50 | 121.0140 | 5271369 |
| 59.00 | 121.0140 | 5271369 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 808
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.00 | 0.0052 | 228 |
| 51.50 | 0.6240 | 27182 |
| 52.00 | 0.9072 | 39517 |
| 52.50 | 3.5553 | 154868 |
| 53.00 | 5.3644 | 233673 |
| 53.50 | 7.9391 | 345827 |
| 54.00 | 12.0266 | 523880 |
| 54.50 | 15.0051 | 653622 |
| 55.00 | 17.3071 | 753898 |
| 55.50 | 18.0439 | 785991 |
| 56.00 | 18.2353 | 794328 |
| 56.50 | 18.3546 | 799525 |
| 57.00 | 18.4407 | 803275 |
| 57.50 | 18.5184 | 806663 |
===== PAGE 247 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 58.00 | 18.6323 | 811623 |
| 59.00 | 18.6323 | 811623 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 809
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.16 | 0.0026 | 114 |
| 50.50 | 0.0839 | 3655 |
| 51.00 | 0.6869 | 29923 |
| 51.50 | 4.7823 | 208318 |
| 52.00 | 9.0455 | 394023 |
| 52.50 | 13.1829 | 574246 |
| 53.00 | 16.6516 | 725346 |
| 53.50 | 20.1938 | 879643 |
| 54.00 | 24.8293 | 1081566 |
| 54.50 | 34.0217 | 1481985 |
| 55.00 | 41.0431 | 1787839 |
| 55.50 | 42.7185 | 1860819 |
| 56.00 | 42.9545 | 1871097 |
| 56.50 | 42.9786 | 1872146 |
| 58.00 | 42.9786 | 1872146 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 810
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.34 ft
arning Stage: 58.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.34 | 0.0026 | 114 |
| 53.50 | 0.0091 | 395 |
| 54.00 | 0.1966 | 8566 |
| 54.50 | 1.6151 | 70353 |
| 55.00 | 3.1594 | 137623 |
===== PAGE 248 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 55.50 | 3.6798 | 160293 |
| 56.00 | 3.8411 | 167317 |
| 56.50 | 3.8649 | 168355 |
| 58.00 | 3.8649 | 168355 |
Comment:
## Node: 811
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.16 | 0.0006 | 25 |
| 51.50 | 2.4966 | 108750 |
| 52.00 | 2.8994 | 126300 |
| 52.50 | 3.6524 | 159100 |
| 53.00 | 5.0356 | 219350 |
| 53.50 | 6.6012 | 287550 |
| 54.00 | 8.6455 | 376600 |
| 54.50 | 11.3091 | 492625 |
| 55.00 | 17.2509 | 751450 |
| 55.50 | 23.1233 | 1007250 |
| 56.00 | 25.8993 | 1128175 |
| 56.50 | 27.3473 | 1191250 |
| 57.00 | 27.5876 | 1201718 |
| 57.50 | 27.5876 | 1201718 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 812
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.33 | 0.0026 | 114 |
| 51.50 | 0.0118 | 514 |
| 52.00 | 0.6502 | 28324 |
| 52.50 | 2.3151 | 100847 |
===== PAGE 249 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.00 | 3.9695 | 172913 |
| 53.50 | 5.3382 | 232531 |
| 54.00 | 7.5117 | 327211 |
| 54.50 | 12.1682 | 530047 |
| 55.00 | 15.2358 | 663673 |
| 55.50 | 16.1430 | 703189 |
| 56.00 | 16.4445 | 716323 |
| 56.50 | 16.5352 | 720272 |
| 58.00 | 16.5352 | 720272 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 813
Scenario: Existing Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
arning Stage: 59.00 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.22 | 0.0026 | 114 |
| 51.50 | 0.0423 | 1841 |
| 52.00 | 0.1573 | 6853 |
| 52.50 | 0.7656 | 33349 |
| 53.00 | 1.5836 | 68983 |
| 53.50 | 2.5616 | 111583 |
| 54.00 | 3.8437 | 167431 |
| 54.50 | 5.3172 | 231617 |
| 55.00 | 5.8914 | 256629 |
| 55.50 | 6.1064 | 265994 |
| 56.00 | 6.3057 | 274674 |
| 56.50 | 6.3680 | 277390 |
| 57.00 | 6.4354 | 280328 |
| 57.50 | 6.4757 | 282082 |
| 58.00 | 6.5546 | 285517 |
| 59.00 | 6.5546 | 285517 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
| Scenario: | Existing |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 51.63 ft |
===== PAGE 250 =====
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.63 | 0.0026 | 114 |
| 52.00 | 0.0551 | 2398 |
| 52.50 | 0.2491 | 10850 |
| 53.00 | 0.5532 | 24098 |
| 53.50 | 0.8678 | 37803 |
| 54.00 | 2.1237 | 92510 |
| 54.50 | 2.9365 | 127915 |
| 55.00 | 3.4976 | 152356 |
| 55.50 | 3.9827 | 173485 |
| 56.00 | 4.7850 | 208433 |
| 56.50 | 4.8648 | 211911 |
| 58.00 | 4.8648 | 211911 |
Comment:
Node: 815
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.48 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.48 | 0.0026 | 114 |
| 52.50 | 0.0052 | 228 |
| 53.00 | 0.0467 | 2033 |
| 53.50 | 0.0996 | 4340 |
| 54.00 | 0.2360 | 10279 |
| 54.50 | 0.6791 | 29580 |
| 55.00 | 1.5338 | 66813 |
| 55.50 | 1.9035 | 82916 |
| 56.00 | 2.0687 | 90111 |
| 56.50 | 2.1169 | 92210 |
| 58.00 | 2.1169 | 92210 |
Comment:
Node: 816
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.39 ft
===== PAGE 251 =====
Warning Stage: 54.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.39 | 0.0026 | 114 |
| 53.50 | 0.0067 | 291 |
| 54.00 | 0.0970 | 4226 |
| 54.50 | 1.0881 | 47397 |
| 55.00 | 2.0818 | 90683 |
| 55.50 | 2.1671 | 94401 |
| 56.00 | 2.1847 | 95163 |
| 57.00 | 2.1847 | 95163 |
Comment:
Node: 817
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 57.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.28 | 0.0026 | 114 |
| 51.50 | 0.0060 | 262 |
| 52.00 | 0.0374 | 1627 |
| 52.50 | 0.0756 | 3294 |
| 53.00 | 0.0872 | 3800 |
| 53.50 | 0.1652 | 7195 |
| 54.00 | 1.6072 | 70011 |
| 54.50 | 7.4278 | 323556 |
| 55.00 | 13.1226 | 571619 |
| 55.50 | 15.3984 | 670754 |
| 56.00 | 15.5874 | 678989 |
| 57.00 | 15.5874 | 678989 |
Comment:
## Node: 818
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
===== PAGE 252 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.66 | 0.0026 | 114 |
| 51.00 | 0.0184 | 799 |
| 51.50 | 0.5270 | 22956 |
| 52.00 | 0.9937 | 43285 |
| 52.50 | 2.6140 | 113867 |
| 53.00 | 3.9486 | 172000 |
| 53.50 | 5.5873 | 243381 |
| 54.00 | 10.3381 | 450329 |
| 54.50 | 18.7256 | 815686 |
| 55.00 | 31.7564 | 1383308 |
| 55.50 | 43.4290 | 1891769 |
| 56.00 | 45.7992 | 1995015 |
| 56.50 | 46.1716 | 2011233 |
| 57.00 | 46.2387 | 2014159 |
| 58.00 | 46.2387 | 2014159 |
Comment: Initial Stage estimated from aerial imagery and observed water
## Node: 819
Scenario: Existing Type: Stage/Area: Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Running Stage: 58.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.11 | 0.0026 | 114 |
| 51.50 | 0.0990 | 4311 |
| 52.00 | 0.1481 | 6453 |
| 52.50 | 0.2036 | 8870 |
| 53.00 | 0.2412 | 10507 |
| 53.50 | 0.2832 | 12335 |
| 54.00 | 0.3238 | 14105 |
| 54.50 | 0.3950 | 17208 |
| 55.00 | 2.5118 | 109413 |
| 55.50 | 7.2784 | 317046 |
| 56.00 | 10.0759 | 438908 |
| 56.50 | 10.6423 | 463577 |
| 57.00 | 10.7565 | 468555 |
| 58.00 | 10.7565 | 468555 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
===== PAGE 253 =====
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
warning Stage: 50.00 tt
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.50 | 0.1188 | 5175 |
| 48.00 | 0.2204 | 9600 |
| 48.50 | 0.8660 | 37725 |
| 49.00 | 1.1065 | 48200 |
| 49.50 | 1.3453 | 58600 |
| 50.00 | 1.7528 | 76350 |
| 50.50 | 2.1287 | 92725 |
| 51.00 | 2.3445 | 102125 |
| 51.50 | 2.6102 | 113700 |
| 52.00 | 2.9396 | 128050 |
| 52.50 | 3.3735 | 146950 |
| 53.00 | 3.6829 | 160425 |
| 53.50 | 4.1500 | 180775 |
| 54.00 | 4.7205 | 205625 |
| 54.50 | 5.2037 | 226675 |
| 55.00 | 5.7151 | 248950 |
| 55.50 | 6.0491 | 263500 |
| 56.00 | 6.3091 | 274825 |
| 56.50 | 6.5083 | 283500 |
| 57.00 | 6.6506 | 289700 |
| 57.51 | 6.7348 | 293370 |
| 58.00 | 6.7661 | 294730 |
| 58.50 | 6.7661 | 294730 |
| 46.50 | 0.0001 | 4 |
| Comment: Initial Stage matches aerial observed water |
## Node: Citrus Pond 1
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 38.90 | 3.9200 | 170755 |
| 48.40 | 5.5000 | 239580 |
| 49.27 | 5.6600 | 246550 |
| 50.90 | 5.9600 | 259618 |
| 52.90 | 6.1500 | 267894 |
===== PAGE 254 =====
Input Report
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.90 | 5.0600 | 220414 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Citrus Pond 2
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.90 | 2.7800 | 121097 |
| 48.40 | 3.1400 | 136778 |
| 49.27 | 3.2600 | 142006 |
| 50.90 | 3.5100 | 152896 |
| 51.90 | 3.6600 | 159430 |
Comment: From SWFWMD ERP Permit 11050.010; I initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Citrus Swale DS
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 43.10 | 0.1500 | 6534 |
| 51.10 | 0.3500 | 15246 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Citrus Swale US
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 52.30 ft
===== PAGE 255 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 44.30 | 0.1500 | 6534 |
| 52.30 | 0.3500 | 15246 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Peace River Trib1
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 48.50 ft
Warning Stage: 50.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 48.50 | |
| 0 | 0 | 0 | 999.0000 | 48.50 | |
| Comment: FEMA 100 Year Floodplain Peace River Zone A |
## Node: Peace River Trib2
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 39.00 ft
Warning Stage: 39.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 39.00 | |
| 0 | 0 | 0 | 999.0000 | 39.00 | |
## Comment: FEMA 100 Year Floodplain Peace River Zone A
## Node: Peace River US
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 18.70 ft
Warning Stage: 18.70 ft
===== PAGE 256 =====
Boundary Stage: PeaceRiver1
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 18.70 | |
| 0 | 0 | 0 | 999.0000 | 18.70 | |
Comment:
Node: Peace River1
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
I initial Stage: 18.70 ft
Warning Stage: 18.70 ft
Boundary Stage: PeaceRiver1
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 18.70 | |
| 0 | 0 | 0 | 999.0000 | 18.70 | |
Node: TW-North
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 54.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 54.00 | |
| 0 | 0 | 0 | 999.0000 | 54.00 | |
Comment:
## Node: TW-West
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 49.00 ft
Warning Stage: 49.00 ft
===== PAGE 257 =====
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 49.00 | |
| 0 | 0 | 0 | 999.0000 | 49.00 | |
Node: TW-south
Scenario: Existing
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 54.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 54.00 | |
| 0 | 0 | 0 | 999.0000 | 54.00 | |
Node: 100
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.71 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.71 | 0.0026 | 114 |
| 53.00 | 0.0280 | 1218 |
| 53.50 | 0.0852 | 3712 |
| 54.00 | 0.2333 | 10165 |
| 54.50 | 1.1694 | 50938 |
| 55.00 | 3.2354 | 140935 |
| 55.50 | 5.6712 | 247036 |
| 56.00 | 8.5841 | 373923 |
| 56.50 | 12.7529 | 555516 |
| 57.00 | 18.3218 | 798097 |
| 57.50 | 29.8476 | 1300163 |
| 58.00 | 41.2765 | 1798003 |
| 58.50 | 42.3016 | 1842659 |
| 59.00 | 42.3615 | 1845268 |
| 59.50 | 42.3806 | 1846097 |
===== PAGE 258 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 60.00 | 42.3931 | 1846641 |
| 60.50 | 42.4569 | 1849423 |
| 61.00 | 42.4569 | 1849423 |
Comment:
Node: 101
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.93 | 0.0026 | 114 |
| 50.00 | 0.0058 | 251 |
| 50.50 | 0.0128 | 559 |
| 51.00 | 0.0144 | 629 |
| 51.50 | 0.0173 | 754 |
| 52.00 | 0.0693 | 3018 |
| 52.50 | 0.1573 | 6853 |
| 53.00 | 0.3382 | 14733 |
| 53.50 | 0.5375 | 23413 |
| 54.00 | 0.8678 | 37803 |
| 54.50 | 1.3660 | 59503 |
| 55.00 | 2.2286 | 97078 |
| 55.50 | 3.7152 | 161835 |
| 56.00 | 8.4661 | 368783 |
| 56.50 | 10.9569 | 477282 |
| 57.00 | 11.3493 | 494376 |
| 57.50 | 11.3601 | 494844 |
| 58.00 | 11.3601 | 494844 |
Comment: IE = TW
Node: 102
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 52.10 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.25 | 0.0006 | 25 |
5/16/2023 17:34
===== PAGE 259 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.50 | 0.0011 | 47 |
| 40.00 | 0.0042 | 183 |
| 40.50 | 0.0092 | 400 |
| 41.00 | 0.0517 | 2250 |
| 41.50 | 0.0943 | 4108 |
| 42.00 | 0.1472 | 6413 |
| 42.50 | 0.1787 | 7783 |
| 43.00 | 0.2588 | 11275 |
| 43.50 | 0.2933 | 12775 |
| 44.00 | 0.3484 | 15175 |
| 44.50 | 0.3868 | 16850 |
| 45.00 | 0.4258 | 18550 |
| 45.50 | 0.4683 | 20400 |
| 46.00 | 0.5171 | 22525 |
| 46.50 | 0.5728 | 24950 |
| 47.00 | 0.6342 | 27625 |
| 47.50 | 0.7185 | 31300 |
| 48.00 | 0.8242 | 35900 |
| 48.50 | 0.9211 | 40125 |
| 49.00 | 1.1002 | 47925 |
| 49.50 | 1.4486 | 63100 |
| 50.00 | 2.3726 | 103350 |
| 50.50 | 4.0794 | 177700 |
| 51.00 | 6.2781 | 273475 |
| 51.50 | 7.7462 | 337425 |
| 52.00 | 8.8573 | 385825 |
| 52.50 | 9.8255 | 428000 |
| 53.00 | 11.2006 | 487900 |
| 53.50 | 13.1967 | 574850 |
| 54.00 | 14.7526 | 642625 |
| 54.50 | 16.8320 | 733200 |
| 55.00 | 19.2074 | 836675 |
| 55.50 | 22.8403 | 994925 |
| 56.00 | 25.6244 | 1116200 |
| 56.50 | 27.1166 | 1181200 |
| 57.00 | 27.1166 | 1181200 |
| Comment: Initial stage matches Node 113; Warning Stage set at existing low edge of pavement |
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 48.19 ft |
| Warning Stage: | 50.00 ft |
===== PAGE 260 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.50 | 0.0017 | 75 |
| 49.00 | 0.0786 | 3425 |
| 49.50 | 0.1550 | 6750 |
| 50.00 | 0.2290 | 9975 |
| 50.50 | 0.2990 | 13025 |
| 51.00 | 0.3702 | 16125 |
| 51.50 | 0.4482 | 19525 |
| 52.00 | 0.5079 | 22125 |
| 52.50 | 0.5946 | 25900 |
| 53.00 | 0.8316 | 36225 |
| 53.50 | 1.1742 | 51150 |
| 54.00 | 1.4147 | 61625 |
| 54.50 | 1.7011 | 74100 |
| 55.00 | 2.0082 | 87475 |
| 55.50 | 2.1410 | 93260 |
| 56.00 | 2.1550 | 93873 |
| 56.50 | 2.1550 | 93873 |
| 48.19 | 0.0001 | 4 |
Comment:
Node: 102B
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.40 ft
Warning Stage: 49.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.40 | 0.0006 | 25 |
| 49.50 | 0.0009 | 39 |
| 50.00 | 0.0055 | 240 |
| 50.50 | 0.0321 | 1400 |
| 51.00 | 0.2324 | 10125 |
| 51.50 | 0.4523 | 19700 |
| 52.00 | 0.5412 | 23575 |
| 52.50 | 0.5923 | 25800 |
| 53.00 | 0.6520 | 28400 |
| 53.50 | 0.8035 | 35000 |
| 54.00 | 0.8761 | 38165 |
| 54.50 | 0.8761 | 38165 |
Comment:
===== PAGE 261 =====
Node: 102C
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.61 ft
Warning Stage: 50.37 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.61 | 0.0006 | 25 |
| 50.00 | 0.0166 | 725 |
| 50.50 | 0.2359 | 10275 |
| 51.00 | 0.5412 | 23575 |
| 51.50 | 0.7157 | 31175 |
| 52.00 | 0.7415 | 32300 |
| 52.50 | 0.7541 | 32850 |
| 53.00 | 0.7685 | 33475 |
| 53.50 | 0.7955 | 34650 |
| 54.00 | 0.8320 | 36241 |
| 54.50 | 0.8320 | 36241 |
Comment:
Node: 102D
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.99 ft
warning Stage: 50.3 / tt
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.99 | 0.0006 | 25 |
| 49.00 | 0.0008 | 33 |
| 49.50 | 0.0085 | 369 |
| 50.00 | 0.0855 | 3725 |
| 50.50 | 0.5762 | 25100 |
| 51.00 | 1.1014 | 47975 |
| 51.50 | 1.4279 | 62200 |
| 52.00 | 1.4715 | 64100 |
| 52.50 | 1.4991 | 65300 |
| 53.00 | 1.5301 | 66650 |
| 53.50 | 1.5823 | 68925 |
| 54.00 | 1.7045 | 74250 |
| 54.50 | 1.7119 | 74569 |
| 55.00 | 1.7119 | 74569 |
Comment:
===== PAGE 262 =====
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.20 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.47 | 0.0026 | 114 |
| 50.50 | 0.0036 | 157 |
| 51.00 | 0.0252 | 1096 |
| 51.50 | 0.1940 | 8452 |
| 52.00 | 0.4929 | 21471 |
| 52.50 | 0.6581 | 28667 |
| 53.00 | 0.9386 | 40887 |
| 53.50 | 2.4803 | 108042 |
| 54.00 | 6.9716 | 303684 |
| 54.50 | 17.8866 | 779139 |
| 55.00 | 40.9304 | 1782928 |
| 55.50 | 66.6905 | 2905038 |
| 56.00 | 80.2378 | 3495159 |
| 56.50 | 83.5152 | 3637921 |
| 57.00 | 84.0736 | 3662248 |
| 57.50 | 84.1398 | 3665132 |
| 58.00 | 84.1398 | 3665132 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 104
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 57.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.58 | 0.0026 | 114 |
| 46.00 | 0.0498 | 2170 |
| 46.50 | 0.1691 | 7367 |
| 47.00 | 0.3461 | 15076 |
| 47.50 | 0.5165 | 22499 |
| 48.00 | 0.9727 | 42372 |
| 48.50 | 1.8248 | 79490 |
| 49.00 | 2.8710 | 125060 |
| 49.50 | 5.4850 | 238927 |
| 50.00 | 13.9957 | 609651 |
| 50.50 | 27.5299 | 1199202 |
===== PAGE 263 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.00 | 37.3646 | 1627602 |
| 51.50 | 42.2938 | 1842317 |
| 52.00 | 45.7888 | 1994558 |
| 52.50 | 50.1254 | 2183461 |
| 53.00 | 54.2784 | 2364369 |
| 53.50 | 58.2454 | 2537168 |
| 54.00 | 61.1845 | 2665197 |
| 54.50 | 63.6596 | 2773011 |
| 55.00 | 66.1635 | 2882082 |
| 55.50 | 68.1089 | 2966825 |
| 56.00 | 69.7398 | 3037864 |
| 56.50 | 70.4294 | 3067906 |
| 57.00 | 70.4294 | 3067906 |
Comment: Initial stage estimated from aerial imagery
Node: 105
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.00 ft
Warning Stage: 60.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.73 | 0.0026 | 114 |
| 49.00 | 0.0367 | 1599 |
| 49.50 | 0.9334 | 40659 |
| 50.00 | 2.1237 | 92510 |
| 50.50 | 5.7708 | 251376 |
| 51.00 | 12.7319 | 554602 |
| 51.50 | 24.0769 | 1048788 |
| 52.00 | 33.3112 | 1451034 |
| 52.50 | 39.8947 | 1737815 |
| 53.00 | 50.0388 | 2179692 |
| 53.50 | 61.4415 | 2676390 |
| 54.00 | 77.3668 | 3370100 |
| 54.50 | 98.2581 | 4280122 |
| 55.00 | 115.2086 | 5018488 |
| 55.50 | 128.3338 | 5590222 |
| 56.00 | 140.7537 | 6131233 |
| 56.50 | 148.6666 | 6475918 |
| 57.00 | 155.9266 | 6792165 |
| 57.50 | 159.9355 | 6966791 |
| 58.00 | 161.1180 | 7018300 |
| 58.50 | 161.4068 | 7030882 |
| 59.00 | 161.4129 | 7031146 |
===== PAGE 264 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 59.50 | 161.4149 | 7031231 |
| 60.00 | 161.4282 | 7031811 |
| 60.50 | 161.4282 | 7031811 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 106
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.95 | 0.0006 | 25 |
| 51.00 | 0.0009 | 41 |
| 51.50 | 0.2353 | 10250 |
| 52.00 | 0.5429 | 23650 |
| 52.50 | 2.1631 | 94225 |
| 53.00 | 6.2385 | 271750 |
| 53.50 | 8.9233 | 388700 |
| 54.00 | 12.9155 | 562600 |
| 54.50 | 23.2627 | 1013325 |
| 55.00 | 35.8018 | 1559525 |
| 55.50 | 45.2870 | 1972700 |
| 56.00 | 54.0926 | 2356275 |
| 56.50 | 58.8516 | 2563575 |
| 57.00 | 60.5670 | 2638300 |
| 57.50 | 61.4882 | 2678425 |
| 58.00 | 61.4973 | 2678823 |
| 58.50 | 61.4973 | 2678823 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 107
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.25 ft
Warning Stage: 57.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.25 | 0.0006 | 25 |
| 52.50 | 0.0057 | 250 |
===== PAGE 265 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.00 | 0.0758 | 3300 |
| 53.50 | 0.1418 | 6175 |
| 54.00 | 0.7559 | 32925 |
| 54.50 | 4.1047 | 178800 |
| 55.00 | 5.0069 | 218100 |
| 55.50 | 5.0509 | 220017 |
| 56.00 | 5.0593 | 220385 |
| 56.50 | 5.0595 | 220390 |
| 57.00 | 5.0595 | 220390 |
Comment:
Node: 110
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.50 ft
arning Stage: 61.00 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.06 | 0.0006 | 25 |
| 49.50 | 0.0528 | 2300 |
| 50.00 | 0.1699 | 7400 |
| 50.50 | 0.2686 | 11700 |
| 51.00 | 0.3897 | 16975 |
| 51.50 | 0.9097 | 39625 |
| 52.00 | 2.4650 | 107375 |
| 52.50 | 5.0775 | 221175 |
| 53.00 | 9.1581 | 398925 |
| 53.50 | 16.7832 | 731075 |
| 54.00 | 26.9450 | 1173725 |
| 54.50 | 34.8669 | 1518800 |
| 55.00 | 38.8481 | 1692225 |
| 55.50 | 42.7657 | 1862875 |
| 56.00 | 46.5312 | 2026900 |
| 56.50 | 47.6263 | 2074600 |
| 57.00 | 48.4401 | 2110050 |
| 57.50 | 48.5916 | 2116650 |
| 58.00 | 48.6131 | 2117585 |
| 58.50 | 48.6198 | 2117877 |
| 59.00 | 48.6205 | 2117910 |
| 59.50 | 48.6205 | 2117910 |
Comment: Initial Stage matches outfall ditch elev per SWFWMD Permit 11050.010
===== PAGE 266 =====
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.34 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.34 | 0.0026 | 114 |
| 51.50 | 0.0052 | 228 |
| 52.00 | 0.0655 | 2855 |
| 52.50 | 0.7289 | 31750 |
| 53.00 | 1.9533 | 85086 |
| 53.50 | 3.4635 | 150871 |
| 54.00 | 4.2737 | 186162 |
| 54.50 | 4.8059 | 209346 |
| 55.00 | 5.0078 | 218141 |
| 55.50 | 5.0576 | 220310 |
| 56.00 | 5.1033 | 222298 |
| 56.50 | 5.1258 | 223280 |
| 57.00 | 5.1468 | 224194 |
| 57.50 | 5.1494 | 224310 |
| 59.00 | 5.1494 | 224310 |
## Comment:
Node: 112
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 47.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 35.09 | 0.0006 | 25 |
| 35.50 | 0.0037 | 163 |
| 36.00 | 0.0109 | 475 |
| 36.50 | 0.0187 | 812 |
| 37.00 | 0.0270 | 1175 |
| 37.50 | 0.0482 | 2100 |
| 38.00 | 0.0763 | 3325 |
| 38.50 | 0.0935 | 4075 |
| 39.00 | 0.1050 | 4575 |
| 39.50 | 0.1217 | 5300 |
| 40.00 | 0.1372 | 5975 |
| 40.50 | 0.1527 | 6650 |
| 41.00 | 0.1641 | 7150 |
===== PAGE 267 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 41.50 | 0.1773 | 7725 |
| 42.00 | 0.1951 | 8500 |
| 42.50 | 0.2095 | 9125 |
| 43.00 | 0.2227 | 9700 |
| 43.50 | 0.2365 | 10300 |
| 44.00 | 0.2532 | 11028 |
| 44.50 | 0.2715 | 11825 |
| 45.00 | 0.2893 | 12600 |
| 45.50 | 0.3065 | 13350 |
| 46.00 | 0.3357 | 14625 |
| 46.50 | 0.3736 | 16275 |
| 47.00 | 0.4086 | 17800 |
| 47.50 | 0.4517 | 19675 |
| 48.00 | 0.5051 | 22000 |
| 48.50 | 0.5756 | 25075 |
| 49.00 | 0.6508 | 28350 |
| 49.50 | 0.7444 | 32425 |
| 50.00 | 0.8592 | 37425 |
| 50.50 | 0.9355 | 40750 |
| 51.00 | 1.0394 | 45275 |
| 51.50 | 1.1570 | 50400 |
| 52.00 | 1.3120 | 57150 |
| 52.50 | 1.4899 | 64900 |
| 53.00 | 1.6862 | 73450 |
| 53.50 | 2.1528 | 93775 |
| 54.00 | 2.7990 | 121925 |
| 54.50 | 3.5354 | 154000 |
| 55.00 | 3.9405 | 171650 |
| 55.50 | 4.3658 | 190175 |
| 56.00 | 4.7222 | 205700 |
| 56.50 | 5.1682 | 225125 |
| 57.00 | 5.2598 | 229119 |
| 57.50 | 5.2638 | 229291 |
| 58.00 | 5.2638 | 229291 |
Comment: Initial stage matches overflow weir control elevation to tailwater; Warning Stage set at existing low edge of pavement
## Node: 113
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 49.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 38.45 | 0.0006 | 25 |
===== PAGE 268 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 38.50 | 0.0034 | 150 |
| 39.00 | 0.0155 | 675 |
| 39.50 | 0.0339 | 1475 |
| 40.00 | 0.0522 | 2275 |
| 40.50 | 0.0729 | 3175 |
| 41.00 | 0.0901 | 3925 |
| 41.50 | 0.1004 | 4375 |
| 42.00 | 0.1182 | 5150 |
| 42.50 | 0.1326 | 5775 |
| 43.00 | 0.1452 | 6325 |
| 43.50 | 0.1618 | 7050 |
| 44.00 | 0.1745 | 7600 |
| 44.50 | 0.1917 | 8350 |
| 45.00 | 0.2076 | 9045 |
| 45.50 | 0.2227 | 9700 |
| 46.00 | 0.2376 | 10350 |
| 46.50 | 0.2537 | 11050 |
| 47.00 | 0.2686 | 11700 |
| 47.50 | 0.2864 | 12475 |
| 48.00 | 0.3059 | 13325 |
| 48.50 | 0.3220 | 14025 |
| 49.00 | 0.3444 | 15000 |
| 49.50 | 0.3983 | 17350 |
| 50.00 | 0.4700 | 20475 |
| 50.50 | 0.5527 | 24075 |
| 51.00 | 0.6474 | 28200 |
| 51.50 | 0.7731 | 33675 |
| 52.00 | 1.0497 | 45725 |
| 52.50 | 2.0076 | 87450 |
| 53.00 | 2.9741 | 129550 |
| 53.50 | 3.9096 | 170300 |
| 54.00 | 4.7423 | 206575 |
| 54.50 | 5.5630 | 242325 |
| 55.00 | 6.3435 | 276325 |
| 55.50 | 6.9990 | 304875 |
| 56.00 | 7.2165 | 314350 |
| 56.50 | 7.2591 | 316205 |
| 57.00 | 7.2591 | 316205 |
| Comment: Initial stage matches Node 112; Warning Stage set at existing low edge of pavement |
|
## Node: 114
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.05 ft
===== PAGE 269 =====
Warning Stage: 52.10 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.05 | 0.0006 | 25 |
| 51.50 | 0.1727 | 7525 |
| 52.00 | 0.6732 | 29325 |
| 52.50 | 1.0750 | 46825 |
| 53.00 | 2.0489 | 89250 |
| 53.50 | 3.4062 | 148375 |
| 54.00 | 4.8324 | 210500 |
| 54.50 | 5.5722 | 242725 |
| 55.00 | 5.9785 | 260425 |
| 55.50 | 6.3470 | 276475 |
| 56.00 | 6.9628 | 303300 |
| 56.50 | 7.4811 | 325875 |
| 57.00 | 7.7106 | 335875 |
| 57.50 | 7.7432 | 337292 |
| 58.00 | 7.7432 | 337292 |
Comment:
Node: 180
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.50 ft
arning Stage: 60.00 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.96 | 0.0052 | 228 |
| 51.00 | 0.0066 | 286 |
| 51.50 | 0.0231 | 1006 |
| 52.00 | 0.1521 | 6624 |
| 52.50 | 0.4012 | 17474 |
| 53.00 | 0.7944 | 34606 |
| 53.50 | 1.8275 | 79604 |
| 54.00 | 3.6261 | 157952 |
| 54.50 | 6.2322 | 271476 |
| 55.00 | 9.9606 | 433883 |
| 55.50 | 17.7397 | 772743 |
| 56.00 | 25.6080 | 1115486 |
| 56.50 | 30.2383 | 1317180 |
| 57.00 | 32.1077 | 1398612 |
| 57.50 | 33.0857 | 1441212 |
| 58.00 | 33.4554 | 1457316 |
| 58.50 | 33.4770 | 1458257 |
| 60.00 | 33.4770 | 1458257 |
===== PAGE 270 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.50 | 0.0001 | 4 |
Comment: Initial stage estimated using low point of DEM
Node: 181
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.30 | 0.0026 | 114 |
| 53.50 | 0.3225 | 14048 |
| 54.00 | 6.9454 | 302541 |
| 54.50 | 10.3827 | 452270 |
| 55.00 | 12.1682 | 530047 |
| 55.50 | 23.7491 | 1034511 |
| 56.00 | 54.5826 | 2377617 |
| 56.50 | 64.1394 | 2793912 |
| 57.00 | 65.2720 | 2843250 |
| 57.50 | 65.7020 | 2861981 |
| 58.00 | 65.8908 | 2870204 |
| 58.50 | 65.9513 | 2872839 |
| 59.00 | 65.9559 | 2873039 |
| 59.50 | 65.9846 | 2874290 |
| 61.00 | 65.9846 | 2874290 |
Comment:
Node: 198
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.24 ft
Warning Stage: 61.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.24 | 0.0006 | 25 |
| 50.50 | 0.0057 | 250 |
| 51.00 | 0.0568 | 2475 |
| 51.50 | 0.1263 | 5500 |
| 52.00 | 0.3036 | 13225 |
| 52.50 | 1.7878 | 77875 |
===== PAGE 271 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.00 | 4.7940 | 208825 |
| 53.50 | 8.1009 | 352875 |
| 54.00 | 11.9370 | 519975 |
| 54.50 | 16.7792 | 730900 |
| 55.00 | 22.2182 | 967825 |
| 55.50 | 26.8733 | 1170600 |
| 56.00 | 32.1717 | 1401400 |
| 56.50 | 38.9090 | 1694875 |
| 57.00 | 48.2277 | 2100800 |
| 57.50 | 65.2743 | 2843350 |
| 58.00 | 77.3250 | 3368275 |
| 58.50 | 81.3453 | 3543400 |
| 59.00 | 82.3278 | 3586200 |
| 59.50 | 82.6971 | 3602287 |
| 60.00 | 82.6971 | 3602287 |
Comment:
Node: 199
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.80 ft
Warning Stage: 60.00 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.53 | 0.0006 | 25 |
| 50.00 | 0.0021 | 92 |
| 50.50 | 0.0083 | 363 |
| 51.00 | 0.0253 | 1100 |
| 51.50 | 0.1254 | 5463 |
| 52.00 | 0.2806 | 12225 |
| 52.50 | 0.5102 | 22225 |
| 53.00 | 0.8638 | 37625 |
| 53.50 | 1.2098 | 52700 |
| 54.00 | 1.5031 | 65475 |
| 54.50 | 1.8945 | 82525 |
| 55.00 | 2.3014 | 100250 |
| 55.50 | 2.3675 | 103129 |
| 56.00 | 2.3675 | 103129 |
| 48.80 | 0.0001 | 4 |
Comment:
===== PAGE 272 =====
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.62 | 0.0026 | 114 |
| 47.00 | 0.1809 | 7880 |
| 47.50 | 1.0068 | 43857 |
| 48.00 | 1.9664 | 85657 |
| 48.50 | 3.1043 | 135224 |
| 49.00 | 4.8820 | 212658 |
| 49.50 | 7.6586 | 333607 |
| 50.00 | 10.6842 | 465404 |
| 50.50 | 14.6013 | 636034 |
| 51.00 | 19.4859 | 848806 |
| 51.50 | 25.7680 | 1122453 |
| 52.00 | 32.6924 | 1424081 |
| 52.50 | 40.0521 | 1744667 |
| 53.00 | 47.4379 | 2066396 |
| 53.50 | 55.3692 | 2411880 |
| 54.00 | 62.5925 | 2726528 |
| 54.50 | 68.4996 | 2983842 |
| 55.00 | 74.1445 | 3229736 |
| 55.50 | 79.5928 | 3467064 |
| 56.00 | 84.4381 | 3678123 |
| 56.50 | 87.5529 | 3813804 |
| 57.00 | 88.6541 | 3861772 |
| 57.50 | 88.9294 | 3873764 |
| 58.00 | 89.1182 | 3881987 |
| 58.50 | 89.1674 | 3884131 |
| 59.00 | 89.1674 | 3884131 |
| Comment: Initial Stage based on 0.5 ft of water in culvert based on field review |
Node: 201
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 36.00 ft
Warning Stage: 55.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 34.57 | 0.0006 | 25 |
| 35.00 | 0.0037 | 159 |
===== PAGE 273 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 35.50 | 0.0182 | 792 |
| 36.00 | 0.0407 | 1775 |
| 36.50 | 0.0746 | 3250 |
| 37.00 | 0.1234 | 5375 |
| 37.50 | 0.1928 | 8400 |
| 38.00 | 0.2898 | 12625 |
| 38.50 | 0.3926 | 17100 |
| 39.00 | 0.5601 | 24400 |
| 39.50 | 0.8764 | 38175 |
| 40.00 | 1.7028 | 74175 |
| 40.50 | 2.8834 | 125600 |
| 41.00 | 4.2287 | 184200 |
| 41.50 | 5.4500 | 237400 |
| 42.00 | 6.4968 | 283000 |
| 42.50 | 7.7806 | 338925 |
| 43.00 | 9.0238 | 393075 |
| 43.50 | 10.3725 | 451825 |
| 44.00 | 11.9330 | 519800 |
| 44.50 | 13.8240 | 602175 |
| 45.00 | 15.9946 | 696725 |
| 45.50 | 19.4071 | 845375 |
| 46.00 | 23.6748 | 1031275 |
| 46.50 | 27.6659 | 1205125 |
| 47.00 | 31.4865 | 1371550 |
| 47.50 | 36.7906 | 1602600 |
| 48.00 | 41.3080 | 1799375 |
| 48.50 | 46.5261 | 2026675 |
| 49.00 | 52.0919 | 2269125 |
| 49.50 | 57.9035 | 2522275 |
| 50.00 | 64.1271 | 2793375 |
| 50.50 | 69.7762 | 3039450 |
| 51.00 | 75.9120 | 3306725 |
| 51.50 | 81.6506 | 3556700 |
| 52.00 | 87.2882 | 3802275 |
| 52.50 | 90.9866 | 3963375 |
| 53.00 | 93.2117 | 4060300 |
| 53.50 | 94.9587 | 4136400 |
| 54.00 | 96.6839 | 4211550 |
| 54.50 | 98.5847 | 4294350 |
| 55.00 | 101.0411 | 4401350 |
| 55.50 | 104.8709 | 4568175 |
| 56.00 | 107.0277 | 4662125 |
| 56.50 | 107.9029 | 4700249 |
| 57.00 | 107.9029 | 4700249 |
| Comment: Initial Stage set at overflow weir elevation |
===== PAGE 274 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 28.34 | 0.0006 | 25 |
| 28.50 | 0.0017 | 75 |
| 29.00 | 0.0052 | 225 |
| 29.50 | 0.0098 | 425 |
| 30.00 | 0.0207 | 900 |
| 30.50 | 0.0407 | 1775 |
| 31.00 | 0.1142 | 4975 |
| 31.50 | 0.2898 | 12625 |
| 32.00 | 0.6135 | 26725 |
| 32.50 | 1.0313 | 44925 |
| 33.00 | 1.5840 | 69000 |
| 33.50 | 2.0076 | 87450 |
| 34.00 | 2.3864 | 103950 |
| 34.50 | 2.8289 | 123225 |
| 35.00 | 3.3058 | 144000 |
| 35.50 | 3.7150 | 161825 |
| 36.00 | 3.9658 | 172750 |
| 36.50 | 4.1833 | 182225 |
| 37.00 | 4.3985 | 191600 |
| 37.50 | 4.6367 | 201975 |
| 38.00 | 4.9128 | 214000 |
| 38.50 | 5.1865 | 225925 |
| 39.00 | 5.4603 | 237850 |
| 39.50 | 5.7346 | 249800 |
| 40.00 | 6.0061 | 261625 |
| 40.50 | 6.2965 | 274275 |
| 41.00 | 6.6030 | 287625 |
| 41.50 | 6.9267 | 301725 |
| 42.00 | 7.2831 | 317250 |
| 42.50 | 7.7571 | 337900 |
| 43.00 | 8.4665 | 368800 |
| 43.50 | 8.8579 | 385850 |
| 44.00 | 9.0880 | 395875 |
| 44.50 | 9.3337 | 406575 |
| 45.00 | 9.6275 | 419375 |
| 45.50 | 9.9202 | 432125 |
| 46.00 | 10.2198 | 445175 |
| 46.50 | 10.5274 | 458575 |
| 47.00 | 10.8465 | 472475 |
| 47.50 | 11.1358 | 485075 |
| 48.00 | 11.4756 | 499875 |
| 48.50 | 11.8136 | 514600 |
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 30.70 ft |
| Warning Stage: | 38.90 ft |
===== PAGE 275 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.00 | 12.1947 | 531200 |
| 49.50 | 12.5671 | 547425 |
| 50.00 | 12.9712 | 565025 |
| 50.50 | 13.3884 | 583200 |
| 51.00 | 13.8315 | 602500 |
| 51.50 | 14.2889 | 622425 |
| 52.00 | 14.7056 | 640575 |
| 52.50 | 15.2393 | 663825 |
| 53.00 | 15.7811 | 687425 |
| 53.50 | 16.4457 | 716375 |
| 54.00 | 17.3295 | 754875 |
| 54.50 | 18.5440 | 807775 |
| 55.00 | 20.1728 | 878725 |
| 55.50 | 21.1633 | 921875 |
| 56.00 | 21.1671 | 922039 |
| 56.50 | 21.1671 | 922039 |
Comment: Initial Stage matches Node 208; Warning Stage set at existing low edge of pavement; Wetlands upstream of EX-1
Node: 203
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 35.44 ft
Warning Stage: 37.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 35.68 | 0.0006 | 25 |
| 36.00 | 0.0029 | 125 |
| 36.50 | 0.0275 | 1200 |
| 37.00 | 0.0580 | 2525 |
| 37.50 | 0.0913 | 3975 |
| 38.00 | 0.1452 | 6325 |
| 38.50 | 0.2187 | 9525 |
| 39.00 | 0.2806 | 12225 |
| 39.50 | 0.3266 | 14225 |
| 40.00 | 0.3776 | 16450 |
| 40.50 | 0.4313 | 18788 |
| 41.00 | 0.5085 | 22150 |
| 41.50 | 0.6416 | 27950 |
| 42.00 | 0.8333 | 36300 |
| 42.50 | 1.0382 | 45225 |
| 43.00 | 1.2448 | 54225 |
| 43.50 | 1.2582 | 54807 |
| 44.00 | 1.2582 | 54807 |
| 35.44 | 0.0001 | 4 |
===== PAGE 276 =====
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 204
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 39.47 ft
Warning Stage: 43.80 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.95 | 0.0006 | 25 |
| 40.00 | 0.0007 | 29 |
| 40.50 | 0.0023 | 100 |
| 41.00 | 0.0053 | 231 |
| 41.50 | 0.0079 | 346 |
| 42.00 | 0.0119 | 517 |
| 42.50 | 0.0212 | 925 |
| 43.00 | 0.0333 | 1450 |
| 43.50 | 0.0528 | 2300 |
| 44.00 | 0.0809 | 3525 |
| 44.50 | 0.1274 | 5550 |
| 45.00 | 0.1808 | 7875 |
| 45.50 | 0.2290 | 9975 |
| 46.00 | 0.2726 | 11875 |
| 46.50 | 0.3237 | 14100 |
| 47.00 | 0.3581 | 15600 |
| 47.50 | 0.3748 | 16325 |
| 48.00 | 0.3954 | 17225 |
| 48.50 | 0.4201 | 18300 |
| 49.00 | 0.4454 | 19400 |
| 49.50 | 0.4832 | 21050 |
| 50.00 | 0.5119 | 22300 |
| 50.50 | 0.5360 | 23350 |
| 51.00 | 0.5630 | 24525 |
| 51.50 | 0.5837 | 25425 |
| 52.00 | 0.6112 | 26625 |
| 52.50 | 0.6422 | 27975 |
| 53.00 | 0.6715 | 29250 |
| 53.50 | 0.7134 | 31075 |
| 54.00 | 0.7580 | 33017 |
| 54.50 | 0.7580 | 33017 |
| 39.47 | 0.0001 | 4 |
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
===== PAGE 277 =====
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 45.11 ft
Warning Stage: 46.20 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.20 | 0.0006 | 25 |
| 45.50 | 0.0069 | 300 |
| 46.00 | 0.0253 | 1100 |
| 46.50 | 0.0631 | 2750 |
| 47.00 | 0.1136 | 4950 |
| 47.50 | 0.1699 | 7400 |
| 48.00 | 0.2330 | 10150 |
| 48.50 | 0.2921 | 12725 |
| 49.00 | 0.3518 | 15325 |
| 49.50 | 0.4161 | 18125 |
| 50.00 | 0.4436 | 19325 |
| 50.50 | 0.4655 | 20275 |
| 51.00 | 0.4941 | 21525 |
| 51.50 | 0.5332 | 23225 |
| 52.00 | 0.5975 | 26025 |
| 52.50 | 0.6531 | 28450 |
| 53.00 | 0.7484 | 32600 |
| 53.50 | 0.9234 | 40225 |
| 54.00 | 1.1949 | 52050 |
| 54.50 | 1.3877 | 60450 |
| 55.00 | 1.5697 | 68375 |
| 55.50 | 1.6365 | 71288 |
| 56.00 | 1.6365 | 71288 |
| 45.11 | 0.0001 | 4 |
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement
Node: 206
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 46.70 ft
Warning Stage: 49.10 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.70 | 0.0006 | 25 |
| 47.00 | 0.0052 | 225 |
| 47.50 | 0.0230 | 1000 |
| 48.00 | 0.0385 | 1675 |
===== PAGE 278 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.50 | 0.0542 | 2363 |
| 49.00 | 0.0735 | 3200 |
| 49.50 | 0.1182 | 5150 |
| 50.00 | 0.1837 | 8000 |
| 50.50 | 0.2410 | 10500 |
| 51.00 | 0.2910 | 12675 |
| 51.50 | 0.3392 | 14775 |
| 52.00 | 0.3840 | 16725 |
| 52.50 | 0.4299 | 18725 |
| 53.00 | 0.4947 | 21550 |
| 53.50 | 0.5613 | 24450 |
| 54.00 | 0.6640 | 28925 |
| 54.50 | 0.7909 | 34450 |
| 55.00 | 1.1599 | 50525 |
| 55.50 | 1.2948 | 56400 |
| 56.00 | 1.2991 | 56590 |
| 56.50 | 1.2991 | 56590 |
| Comment: Warning Stage set at existing low edge of pavement |
Node: 207
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.47 ft
Warning Stage: 49.68 ft
Warning Stage: 49.68 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.50 | 0.0017 | 75 |
| 48.00 | 0.0419 | 1825 |
| 48.50 | 0.0763 | 3325 |
| 49.00 | 0.1102 | 4800 |
| 49.50 | 0.1475 | 6425 |
| 50.00 | 0.2078 | 9050 |
| 50.50 | 0.2801 | 12200 |
| 51.00 | 0.3776 | 16450 |
| 51.50 | 0.4477 | 19500 |
| 52.00 | 0.5016 | 21850 |
| 52.50 | 0.5527 | 24075 |
| 53.00 | 0.6038 | 26300 |
| 53.50 | 0.7317 | 31875 |
| 54.00 | 0.9194 | 40050 |
| 54.50 | 1.1037 | 48075 |
| 55.00 | 1.3923 | 60650 |
| 55.50 | 1.4595 | 63577 |
| 56.00 | 1.4595 | 63577 |
===== PAGE 279 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.47 | 0.0001 | 4 |
Node: 208
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 30.70 ft
Warning Stage: 38.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 28.79 | 0.0011 | 50 |
| 29.00 | 0.0040 | 175 |
| 29.50 | 0.0103 | 450 |
| 30.00 | 0.0275 | 1200 |
| 30.50 | 0.0574 | 2500 |
| 31.00 | 0.1136 | 4950 |
| 31.50 | 0.1607 | 7000 |
| 32.00 | 0.2072 | 9025 |
| 32.50 | 0.2600 | 11325 |
| 33.00 | 0.3036 | 13225 |
| 33.50 | 0.3403 | 14825 |
| 34.00 | 0.3765 | 16400 |
| 34.50 | 0.4213 | 18350 |
| 35.00 | 0.4752 | 20700 |
| 35.50 | 0.5240 | 22825 |
| 36.00 | 0.5768 | 25125 |
| 36.50 | 0.6261 | 27275 |
| 37.00 | 0.6726 | 29300 |
| 37.50 | 0.7283 | 31725 |
| 38.00 | 0.7817 | 34050 |
| 38.50 | 0.8402 | 36600 |
| 39.00 | 0.9154 | 39875 |
| 39.50 | 0.9923 | 43225 |
| 40.00 | 1.0675 | 46500 |
| 40.50 | 1.1381 | 49575 |
| 41.00 | 1.2213 | 53200 |
| 41.50 | 1.2787 | 55700 |
| 42.00 | 1.3435 | 58525 |
| 42.50 | 1.4136 | 61575 |
| 43.00 | 1.4836 | 64625 |
| 43.50 | 1.5404 | 67100 |
| 44.00 | 1.5691 | 68350 |
| 44.50 | 1.5944 | 69450 |
| 45.00 | 1.6236 | 70725 |
===== PAGE 280 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.50 | 1.6552 | 72100 |
| 46.00 | 1.6954 | 73850 |
| 46.50 | 1.7209 | 74962 |
| 47.00 | 1.7625 | 76775 |
| 47.50 | 1.7829 | 77663 |
| 48.00 | 1.7969 | 78275 |
| 48.50 | 1.8064 | 78687 |
| 49.00 | 1.8108 | 78880 |
| 49.50 | 1.8108 | 78880 |
| 28.50 | 0.0001 | 4 |
Comment: Initial Stage matches overland weir elevations to Tailwater; Warning Stage set at existing low edge of pavement; Wetlands downstream of EX-1
## Node: 209
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 39.58 ft
arning Stage: 43.60 ft
Warning Stage: 43.60 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 40.17 | 0.0006 | 25 |
| 40.50 | 0.0030 | 130 |
| 41.00 | 0.0075 | 325 |
| 41.50 | 0.0161 | 700 |
| 42.00 | 0.0236 | 1028 |
| 42.50 | 0.0367 | 1600 |
| 43.00 | 0.0557 | 2425 |
| 43.50 | 0.0803 | 3500 |
| 44.00 | 0.1205 | 5250 |
| 44.50 | 0.1705 | 7425 |
| 45.00 | 0.2336 | 10175 |
| 45.50 | 0.3007 | 13100 |
| 46.00 | 0.3616 | 15750 |
| 46.50 | 0.4293 | 18700 |
| 47.00 | 0.4924 | 21450 |
| 47.50 | 0.5521 | 24050 |
| 48.00 | 0.5911 | 25750 |
| 48.50 | 0.6239 | 27175 |
| 49.00 | 0.6612 | 28800 |
| 49.50 | 0.6881 | 29975 |
| 50.00 | 0.7203 | 31375 |
| 50.50 | 0.7507 | 32700 |
| 51.00 | 0.7823 | 34075 |
| 51.50 | 0.8115 | 35350 |
===== PAGE 281 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.00 | 0.8523 | 37125 |
| 52.50 | 0.9194 | 40050 |
| 53.00 | 0.9519 | 41465 |
| 53.50 | 0.9735 | 42404 |
| 54.00 | 0.9795 | 42668 |
| 54.50 | 0.9795 | 42668 |
| 39.58 | 0.0001 | 4 |
| Comment: Initial stage matches pipe invert S-1; Warning Stage set at existing low edge of pavement; Roadside ditch |
|
|
Node: 300
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 26.00 ft
Warning Stage: 26.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 17.92 | 0.0006 | 25 |
| 18.00 | 0.0008 | 34 |
| 18.50 | 0.0049 | 212 |
| 19.00 | 0.0253 | 1100 |
| 19.50 | 0.0723 | 3150 |
| 20.00 | 0.3398 | 14800 |
| 20.50 | 5.9607 | 259650 |
| 21.00 | 8.6375 | 376250 |
| 21.50 | 9.6970 | 422400 |
| 22.00 | 10.2095 | 444725 |
| 22.50 | 10.6313 | 463100 |
| 23.00 | 11.0474 | 481225 |
| 23.50 | 11.5077 | 501275 |
| 24.00 | 11.9152 | 519025 |
| 24.50 | 12.3347 | 537300 |
| 25.00 | 12.7393 | 554925 |
| 25.50 | 13.1095 | 571050 |
| 26.00 | 13.4171 | 584450 |
| 26.50 | 13.7253 | 597875 |
| 27.00 | 14.0484 | 611950 |
| 27.50 | 14.3761 | 626225 |
| 28.00 | 14.6792 | 639425 |
| 28.50 | 14.9736 | 652250 |
| 29.00 | 15.2324 | 663525 |
| 29.50 | 15.4884 | 674675 |
| 30.00 | 15.7432 | 685775 |
| 30.50 | 15.9389 | 694300 |
| 31.00 | 16.1450 | 703275 |
===== PAGE 282 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 31.50 | 16.3229 | 711025 |
| 32.00 | 16.4951 | 718525 |
| 32.50 | 16.6885 | 726950 |
| 33.00 | 16.8830 | 735425 |
| 33.50 | 17.0822 | 744100 |
| 34.00 | 17.3181 | 754375 |
| 34.50 | 17.5890 | 766175 |
| 35.00 | 17.8352 | 776900 |
| 35.50 | 18.0693 | 787100 |
| 36.00 | 18.2960 | 796975 |
| 36.50 | 18.5044 | 806050 |
| 37.00 | 18.6800 | 813700 |
| 37.50 | 18.8699 | 821975 |
| 38.00 | 19.0496 | 829800 |
| 38.50 | 19.2166 | 837075 |
| 39.00 | 19.3980 | 844975 |
| 39.50 | 19.5862 | 853175 |
| 40.00 | 19.7934 | 862200 |
| 40.50 | 20.0103 | 871650 |
| 41.00 | 20.2307 | 881250 |
| 41.50 | 20.4333 | 890075 |
| 42.00 | 20.6824 | 900925 |
| 42.50 | 20.9240 | 911450 |
| 43.00 | 21.1725 | 922275 |
| 43.50 | 21.4308 | 933525 |
| 44.00 | 21.6793 | 944350 |
| 44.50 | 21.9680 | 956925 |
| 45.00 | 22.2400 | 968775 |
| 45.50 | 22.6067 | 984750 |
| 46.00 | 23.0315 | 1003250 |
| 46.50 | 23.6094 | 1028425 |
| 47.00 | 24.2160 | 1054850 |
| 47.50 | 24.5667 | 1070125 |
| 48.00 | 24.7004 | 1075950 |
| 48.50 | 24.7030 | 1076065 |
| 49.00 | 24.7030 | 1076065 |
Comment: I.E. = SHWL
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 19.00 ft |
| Warning Stage: | 22.20 ft |
===== PAGE 283 =====
Base Flow: 0.00 cfs
Type: Stage/Area
Scenario: PD&E
Node: 303
Comment: Initial Stage matches Node 305; Warning stage set to existing low edge of pavement; Wetlands upstream of EX-2
| Stage [ft] | Area [ac] | Area [ft2] |
| 18.46 | 0.0006 | 25 |
| 18.50 | 0.0011 | 50 |
| 19.00 | 0.0212 | 925 |
| 19.50 | 0.1395 | 6075 |
| 20.00 | 0.3030 | 13200 |
| 20.50 | 0.4517 | 19675 |
| 21.00 | 0.6049 | 26350 |
| 21.50 | 0.7185 | 31300 |
| 22.00 | 0.8345 | 36350 |
| 22.50 | 1.0038 | 43725 |
| 23.00 | 1.2598 | 54875 |
| 23.50 | 1.3791 | 60075 |
| 24.00 | 1.4480 | 63075 |
| 24.50 | 1.4997 | 65325 |
| 25.00 | 1.5433 | 67225 |
| 25.50 | 1.5846 | 69025 |
| 26.00 | 1.6276 | 70900 |
| 26.50 | 1.6672 | 72625 |
| 27.00 | 1.6971 | 73925 |
| 27.50 | 1.7241 | 75100 |
| 28.00 | 1.7528 | 76350 |
| 28.50 | 1.7815 | 77600 |
| 29.00 | 1.8113 | 78900 |
| 29.50 | 1.8429 | 80275 |
| 30.00 | 1.8790 | 81850 |
| 30.50 | 1.9123 | 83300 |
| 31.00 | 1.9456 | 84750 |
| 31.50 | 1.9726 | 85925 |
| 32.00 | 2.0018 | 87200 |
| 32.50 | 2.0305 | 88450 |
| 33.00 | 2.0581 | 89650 |
| 33.50 | 2.0736 | 90325 |
| 34.00 | 2.0862 | 90875 |
| 34.50 | 2.1000 | 91475 |
| 35.00 | 2.1132 | 92050 |
| 35.50 | 2.1206 | 92375 |
| 36.00 | 2.1575 | 93980 |
| 36.50 | 2.1575 | 93980 |
| 17.63 | 0.0001 | 4 |
===== PAGE 284 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 24.32 | 0.0006 |
| 24.50 | 0.0057 |
| 25.00 | 0.0289 |
| 25.50 | 0.0626 |
| 26.00 | 0.1102 |
| 26.50 | 0.1664 |
| 27.00 | 0.2365 |
| 27.50 | 0.3088 |
| 28.00 | 0.3949 |
| 28.50 | 0.4838 |
| 29.00 | 0.6026 |
| 29.50 | 0.7180 |
| 30.00 | 0.8287 |
| 30.50 | 0.9630 |
| 31.00 | 1.0973 |
| 31.50 | 1.2339 |
| 32.00 | 1.3602 |
| 32.50 | 1.4813 |
| 33.00 | 1.6150 |
| 33.50 | 1.7528 |
| 34.00 | 1.9198 |
| 34.50 | 2.1023 |
| 35.00 | 2.3106 |
| 35.50 | 2.5362 |
| 36.00 | 2.8300 |
| 36.50 | 3.1629 |
| 37.00 | 3.5813 |
| 37.50 | 3.8550 |
| 38.00 | 4.0812 |
| 38.50 | 4.2918 |
| 39.00 | 4.4760 |
| 39.50 | 4.6424 |
| 40.00 | 4.8106 |
| 40.50 | 4.9570 |
| 41.00 | 5.0803 |
| 41.50 | 5.2032 |
| 42.00 | 5.3168 |
| 42.50 | 5.4109 |
| 43.00 | 5.4947 |
| 43.50 | 5.5725 |
| 44.00 | 5.6405 |
| 44.50 | 5.7053 |
| 45.00 | 5.7978 |
| 45.50 | 5.8810 |
| 46.00 | 5.9625 |
| 46.50 | 6.0755 |
I initial Stage: 24.32 ft
Warning Stage: 24.99 ft
===== PAGE 285 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.00 | 6.2638 | 272850 |
| 47.50 | 6.4199 | 279650 |
| 48.00 | 6.6334 | 288950 |
| 48.50 | 6.8652 | 299050 |
| 49.00 | 6.8836 | 299851 |
| 49.50 | 6.8836 | 299851 |
Comment:
Node: 304
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 30.57 ft
Warning Stage: 32.80 ft
Warning Stage: 32.80 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 30.70 | 0.0006 | 25 |
| 31.00 | 0.0086 | 375 |
| 31.50 | 0.0367 | 1600 |
| 32.00 | 0.0597 | 2600 |
| 32.50 | 0.0884 | 3850 |
| 33.00 | 0.1297 | 5650 |
| 33.50 | 0.1842 | 8025 |
| 34.00 | 0.2370 | 10325 |
| 34.50 | 0.2927 | 12750 |
| 35.00 | 0.3610 | 15725 |
| 35.50 | 0.4333 | 18875 |
| 36.00 | 0.5131 | 22350 |
| 36.50 | 0.6135 | 26725 |
| 37.00 | 0.7375 | 32125 |
| 37.50 | 0.9028 | 39325 |
| 38.00 | 1.1042 | 48100 |
| 38.50 | 1.3011 | 56675 |
| 39.00 | 1.4933 | 65050 |
| 39.50 | 1.7424 | 75900 |
| 40.00 | 2.0615 | 89800 |
| 40.50 | 2.3468 | 102225 |
| 41.00 | 2.6837 | 116900 |
| 41.50 | 3.0992 | 135000 |
| 42.00 | 3.5067 | 152750 |
| 42.50 | 4.0668 | 177150 |
| 43.00 | 4.7366 | 206325 |
| 43.50 | 5.2135 | 227100 |
| 44.00 | 5.6927 | 247975 |
| 44.50 | 6.1920 | 269725 |
===== PAGE 286 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.00 | 6.7591 | 294425 |
| 45.50 | 7.3060 | 318250 |
| 46.00 | 7.8174 | 340525 |
| 46.50 | 8.2748 | 360450 |
| 47.00 | 8.6318 | 376000 |
| 47.50 | 8.9285 | 388925 |
| 48.00 | 9.2292 | 402025 |
| 48.50 | 9.6493 | 420325 |
| 49.00 | 9.9211 | 432163 |
| 49.50 | 9.9211 | 432163 |
| 30.57 | 0.0001 | 4 |
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 305
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
arning Stage: 22.20 ft
Warning Stage: 22.20 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 17.97 | 0.0006 | 25 |
| 18.00 | 0.0007 | 31 |
| 18.50 | 0.0057 | 250 |
| 19.00 | 0.1045 | 4550 |
| 19.50 | 0.5911 | 25750 |
| 20.00 | 1.4750 | 64250 |
| 20.50 | 1.7258 | 75175 |
| 21.00 | 1.8159 | 79100 |
| 21.50 | 1.9054 | 83000 |
| 22.00 | 2.0064 | 87400 |
| 22.50 | 2.1815 | 95025 |
| 23.00 | 2.4845 | 108225 |
| 23.50 | 2.6509 | 115475 |
| 24.00 | 2.7445 | 119550 |
| 24.50 | 2.8128 | 122525 |
| 25.00 | 2.8593 | 124550 |
| 25.50 | 2.8994 | 126300 |
| 26.00 | 2.9391 | 128025 |
| 26.50 | 2.9884 | 130175 |
| 27.00 | 3.0246 | 131750 |
| 27.50 | 3.0596 | 133275 |
| 28.00 | 3.0900 | 134600 |
| 28.50 | 3.1210 | 135950 |
| 29.00 | 3.1560 | 137475 |
===== PAGE 287 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 29.50 | 3.1939 | 139125 |
| 30.00 | 3.2467 | 141425 |
| 30.50 | 3.2995 | 143725 |
| 31.00 | 3.3448 | 145700 |
| 31.50 | 3.3879 | 147575 |
| 32.00 | 3.4343 | 149600 |
| 32.50 | 3.4768 | 151450 |
| 33.00 | 3.5176 | 153225 |
| 33.50 | 3.5612 | 155125 |
| 34.00 | 3.5939 | 156550 |
| 34.50 | 3.6054 | 157050 |
| 35.00 | 3.6186 | 157625 |
| 35.50 | 3.6329 | 158250 |
| 36.00 | 3.6507 | 159025 |
| 36.50 | 3.6800 | 160300 |
| 37.00 | 3.6932 | 160875 |
| 37.50 | 3.6941 | 160915 |
| 38.00 | 3.6941 | 160915 |
Comment: Initial Stage matches overland weir elevations to Peace River; Warning stage set to existing low edge of pavement; Wetlands downstream of EX-2
Node: 306
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 18.59 ft
earning Stage: 19.10 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 18.59 | 0.0023 | 100 |
| 19.00 | 0.2571 | 11200 |
| 19.50 | 3.9956 | 174050 |
| 20.00 | 5.0161 | 218500 |
| 20.50 | 5.5372 | 241200 |
| 21.00 | 5.7157 | 248975 |
| 21.50 | 5.8385 | 254325 |
| 22.00 | 5.9366 | 258600 |
| 22.50 | 6.0388 | 263050 |
| 23.00 | 6.1157 | 266400 |
| 23.50 | 6.2064 | 270350 |
| 24.00 | 6.2907 | 274025 |
| 24.50 | 6.4078 | 279125 |
| 25.00 | 6.4997 | 283125 |
| 25.50 | 6.6225 | 288475 |
| 26.00 | 6.7218 | 292800 |
===== PAGE 288 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 26.50 | 6.8205 | 297100 |
| 27.00 | 6.9186 | 301375 |
| 27.50 | 6.9839 | 304217 |
| 28.00 | 7.0489 | 307050 |
| 28.50 | 7.1028 | 309400 |
| 29.00 | 7.1694 | 312300 |
| 29.50 | 7.2354 | 315175 |
| 30.00 | 7.2876 | 317450 |
| 30.50 | 7.3594 | 320575 |
| 31.00 | 7.4082 | 322700 |
| 31.50 | 7.4564 | 324800 |
| 32.00 | 7.4914 | 326325 |
| 32.50 | 7.5264 | 327850 |
| 33.00 | 7.5706 | 329775 |
| 33.50 | 7.6119 | 331575 |
| 34.00 | 7.6486 | 333175 |
| 34.50 | 7.6860 | 334800 |
| 35.00 | 7.7290 | 336675 |
| 35.50 | 7.7916 | 339400 |
| 36.00 | 7.9322 | 345525 |
| 36.50 | 8.0504 | 350675 |
| 37.00 | 8.1198 | 353700 |
| 37.50 | 8.1508 | 355050 |
| 38.00 | 8.1723 | 355986 |
| 38.50 | 8.1723 | 355986 |
## Comment:
Node: 308
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 29.98 ft
arning Stage: 33.43 ft
Warning Stage: 33.43 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 30.35 | 0.0006 | 25 |
| 30.50 | 0.0019 | 81 |
| 31.00 | 0.0049 | 213 |
| 31.50 | 0.0109 | 473 |
| 32.00 | 0.0189 | 825 |
| 32.50 | 0.0379 | 1650 |
| 33.00 | 0.0603 | 2625 |
| 33.50 | 0.0913 | 3975 |
| 34.00 | 0.1251 | 5450 |
| 34.50 | 0.1814 | 7900 |
===== PAGE 289 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 35.00 | 0.2479 | 10800 |
| 35.50 | 0.3151 | 13725 |
| 36.00 | 0.3765 | 16400 |
| 36.50 | 0.4373 | 19050 |
| 37.00 | 0.5228 | 22775 |
| 37.50 | 0.6497 | 28300 |
| 38.00 | 0.7203 | 31375 |
| 38.50 | 0.7840 | 34150 |
| 39.00 | 0.8201 | 35725 |
| 39.50 | 0.8620 | 37550 |
| 40.00 | 0.8972 | 39080 |
| 40.50 | 0.8972 | 39080 |
| 29.98 | 0.0001 | 4 |
Comment: Roadside ditch
Node: 400
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 31.71 ft
arning Stage: 32.65 ft
Warning Stage: 32.65 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 31.71 | 0.0011 | 50 |
| 32.00 | 0.0040 | 175 |
| 32.50 | 0.0161 | 700 |
| 33.00 | 0.0367 | 1600 |
| 33.50 | 0.0709 | 3087 |
| 34.00 | 0.1142 | 4975 |
| 34.50 | 0.1986 | 8650 |
| 35.00 | 0.3312 | 14425 |
| 35.50 | 0.4976 | 21675 |
| 36.00 | 0.7978 | 34750 |
| 36.50 | 1.9485 | 84875 |
| 37.00 | 3.3632 | 146500 |
| 37.50 | 4.3825 | 190900 |
| 38.00 | 5.2152 | 227175 |
| 38.50 | 5.7903 | 252225 |
| 39.00 | 6.2603 | 272700 |
| 39.50 | 6.6213 | 288425 |
| 40.00 | 6.9817 | 304125 |
| 40.50 | 7.4139 | 322950 |
| 41.00 | 7.8811 | 343300 |
| 41.50 | 8.4068 | 366200 |
| 42.00 | 8.9710 | 390775 |
===== PAGE 290 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 42.50 | 9.6556 | 420600 |
| 43.00 | 10.4798 | 456500 |
| 43.50 | 11.9829 | 521975 |
| 44.00 | 14.0989 | 614150 |
| 44.50 | 16.4245 | 715450 |
| 45.00 | 18.9704 | 826350 |
| 45.50 | 22.6222 | 985425 |
| 46.00 | 26.4566 | 1152450 |
| 46.50 | 29.7486 | 1295850 |
| 47.00 | 32.3875 | 1410800 |
| 47.50 | 34.9902 | 1524175 |
| 48.00 | 37.3031 | 1624925 |
| 48.50 | 39.4439 | 1718175 |
| 49.00 | 40.2898 | 1755025 |
| 49.50 | 40.6801 | 1772025 |
| 50.00 | 40.8534 | 1779573 |
| 50.50 | 40.8534 | 1779573 |
## Comment:
Node: 401
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.20 ft
arning Stage: 50.50 ft
Warning Stage: 50.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 19.20 | 0.0006 | 25 |
| 19.50 | 0.0046 | 200 |
| 20.00 | 0.1400 | 6100 |
| 20.50 | 3.2163 | 140100 |
| 21.00 | 6.3137 | 275025 |
| 21.50 | 7.3066 | 318275 |
| 22.00 | 7.5677 | 329650 |
| 22.50 | 7.7921 | 339425 |
| 23.00 | 8.0756 | 351775 |
| 23.50 | 8.3747 | 364800 |
| 24.00 | 8.6846 | 378300 |
| 24.50 | 8.9365 | 389275 |
| 25.00 | 9.1822 | 399975 |
| 25.50 | 9.4083 | 409825 |
| 26.00 | 9.5908 | 417775 |
| 26.50 | 9.8588 | 429450 |
| 27.00 | 10.0999 | 439950 |
| 27.50 | 10.3197 | 449525 |
===== PAGE 291 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 28.00 | 10.5073 | 457700 |
| 28.50 | 10.7541 | 468450 |
| 29.00 | 10.9745 | 478050 |
| 29.50 | 11.1840 | 487175 |
| 30.00 | 11.4061 | 496850 |
| 30.50 | 11.6535 | 507625 |
| 31.00 | 11.9301 | 519675 |
| 31.50 | 12.1677 | 530025 |
| 32.00 | 12.3697 | 538825 |
| 32.50 | 12.5631 | 547250 |
| 33.00 | 12.7210 | 554125 |
| 33.50 | 12.8931 | 561625 |
| 34.00 | 13.0544 | 568650 |
| 34.50 | 13.2317 | 576375 |
| 35.00 | 13.4418 | 585525 |
| 35.50 | 13.6553 | 594825 |
| 36.00 | 13.7902 | 600700 |
| 36.50 | 13.9641 | 608275 |
| 37.00 | 14.1500 | 616375 |
| 37.50 | 14.3371 | 624525 |
| 38.00 | 14.5139 | 632225 |
| 38.50 | 14.6717 | 639100 |
| 39.00 | 14.8324 | 646100 |
| 39.50 | 15.0195 | 654250 |
| 40.00 | 15.2095 | 662525 |
| 40.50 | 15.3662 | 669350 |
| 41.00 | 15.5579 | 677700 |
| 41.50 | 15.7306 | 685225 |
| 42.00 | 15.9039 | 692775 |
| 42.50 | 16.0962 | 701150 |
| 43.00 | 16.2661 | 708550 |
| 43.50 | 16.5358 | 720300 |
| 44.00 | 16.6374 | 724725 |
| 44.50 | 16.6845 | 726775 |
| 45.00 | 16.7539 | 729800 |
| 45.50 | 16.8010 | 731850 |
| 46.00 | 16.8434 | 733700 |
| 46.50 | 16.8572 | 734298 |
| 47.00 | 16.8572 | 734298 |
## Comment:
Node: 402
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
===== PAGE 292 =====
Initial Stage: 19.16 ft
Warning Stage: 22.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 19.45 | 0.0006 | 25 |
| 19.50 | 0.0011 | 50 |
| 20.00 | 0.0356 | 1550 |
| 20.50 | 0.2950 | 12850 |
| 21.00 | 0.4999 | 21775 |
| 21.50 | 0.6623 | 28850 |
| 22.00 | 0.7731 | 33675 |
| 22.50 | 0.8947 | 38975 |
| 23.00 | 1.0325 | 44975 |
| 23.50 | 1.1685 | 50900 |
| 24.00 | 1.2976 | 56525 |
| 24.50 | 1.4308 | 62325 |
| 25.00 | 1.5576 | 67850 |
| 25.50 | 1.6758 | 73000 |
| 26.00 | 1.8107 | 78875 |
| 26.50 | 2.0793 | 90575 |
| 27.00 | 2.4242 | 105600 |
| 27.50 | 2.6304 | 114579 |
| 28.00 | 2.6304 | 114579 |
| 19.16 | 0.0001 | 4 |
Comment: Initial Stage matches pipe invert; Warning stage set at low edge of pavement; Roadside ditch upstream of EX-3
Node: 403
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.69 ft
Warning Stage: 48.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 40.69 | 0.0026 | 114 |
| 41.00 | 0.0152 | 662 |
| 41.50 | 0.0708 | 3084 |
| 42.00 | 0.1311 | 5710 |
| 42.50 | 0.2727 | 11878 |
| 43.00 | 0.4326 | 18845 |
| 43.50 | 0.5585 | 24327 |
| 44.00 | 0.7053 | 30722 |
| 44.50 | 0.9046 | 39402 |
| 45.00 | 1.1222 | 48882 |
| 45.50 | 1.3385 | 58304 |
| 46.00 | 1.3633 | 59385 |
===== PAGE 293 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.00 | 1.3633 | 59385 |
Comment:
Node: 404
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.50 ft
Warning Stage: 56.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 39.08 | 0.0026 | 114 |
| 39.50 | 0.0420 | 1827 |
| 40.00 | 0.0848 | 3693 |
| 40.50 | 0.1488 | 6481 |
| 41.00 | 0.1893 | 8246 |
| 41.50 | 0.1982 | 8634 |
| 42.00 | 0.2121 | 9240 |
| 42.50 | 0.2205 | 9607 |
| 43.00 | 0.2491 | 10850 |
| 43.50 | 0.3474 | 15133 |
| 44.00 | 0.6135 | 26725 |
| 44.50 | 0.8993 | 39174 |
| 45.00 | 1.3319 | 58019 |
| 45.50 | 1.8458 | 80404 |
| 46.00 | 2.5380 | 110555 |
| 46.50 | 3.3403 | 145503 |
| 47.00 | 4.0115 | 174741 |
| 47.50 | 4.8217 | 210032 |
| 48.00 | 5.7079 | 248635 |
| 48.50 | 6.7120 | 292377 |
| 49.00 | 7.9889 | 347997 |
| 49.50 | 9.2632 | 403503 |
| 50.00 | 11.9427 | 520225 |
| 50.50 | 16.7120 | 727973 |
| 51.00 | 21.5231 | 937547 |
| 51.50 | 25.7050 | 1119712 |
| 52.00 | 31.1848 | 1358410 |
| 52.50 | 34.7925 | 1515563 |
| 53.00 | 35.2356 | 1534864 |
| 53.50 | 35.3680 | 1540632 |
| 54.00 | 35.3982 | 1541947 |
| 56.00 | 35.3982 | 1541947 |
| Comment: Initial stage estimated from aerial imagery and observed water |
===== PAGE 294 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 0.0006 | 25 |
| 23.82 | 0.0018 | 80 |
| 24.00 | 0.0080 | 350 |
| 24.50 | 0.0258 | 1125 |
| 25.00 | 0.0542 | 2363 |
| 25.50 | 0.0861 | 3750 |
| 26.00 | 0.1406 | 6125 |
| 26.50 | 0.2049 | 8925 |
| 27.00 | 0.2979 | 12975 |
| 27.50 | 0.3914 | 17050 |
| 28.00 | 0.4735 | 20625 |
| 28.50 | 0.5475 | 23850 |
| 29.00 | 0.6422 | 27975 |
| 29.50 | 0.7208 | 31400 |
| 30.00 | 0.8385 | 36525 |
| 30.50 | 0.9619 | 41900 |
| 31.00 | 1.0440 | 45475 |
| 31.50 | 1.1232 | 48925 |
| 32.00 | 1.2156 | 52950 |
| 32.50 | 1.3074 | 56950 |
| 33.00 | 1.3688 | 59625 |
| 33.50 | 1.4331 | 62425 |
| 34.00 | 1.5123 | 65875 |
| 34.50 | 1.5972 | 69575 |
| 35.00 | 1.6804 | 73200 |
| 35.50 | 1.7660 | 76925 |
| 36.00 | 1.8572 | 80900 |
| 36.50 | 1.9376 | 84400 |
| 37.00 | 2.0277 | 88325 |
| 37.50 | 2.1258 | 92600 |
| 38.00 | 2.2234 | 96850 |
| 38.50 | 2.3264 | 101338 |
| 39.00 | 2.4478 | 106625 |
| 39.50 | 2.5987 | 113200 |
| 40.00 | 2.7451 | 119575 |
| 40.50 | 2.9109 | 126800 |
| 41.00 | 3.1049 | 135250 |
| 41.50 | 3.3597 | 146350 |
| 42.00 | 3.8367 | 167125 |
| 42.50 | 4.8215 | 210025 |
| 43.00 | 6.6271 | 288675 |
| 44.00 | 8.5399 | 372000 |
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 23.82 ft |
| Warning Stage: | 24.44 ft |
===== PAGE 295 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 44.50 | 9.8152 | 427550 |
| 45.00 | 10.9303 | 476125 |
| 45.50 | 11.8119 | 514525 |
| 46.00 | 12.2236 | 532458 |
| 46.50 | 12.2236 | 532458 |
Comment:
Node: 407
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 29.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 19.64 | 0.0006 | 25 |
| 20.00 | 0.0008 | 37 |
| 20.50 | 0.0013 | 58 |
| 21.00 | 0.0027 | 116 |
| 21.50 | 0.0039 | 171 |
| 22.00 | 0.0056 | 244 |
| 22.50 | 0.0073 | 319 |
| 23.00 | 0.0092 | 400 |
| 23.50 | 0.0128 | 559 |
| 24.00 | 0.0293 | 1275 |
| 24.50 | 0.0723 | 3150 |
| 25.00 | 0.1412 | 6150 |
| 25.50 | 0.2875 | 12525 |
| 26.00 | 0.4052 | 17650 |
| 26.50 | 0.5447 | 23725 |
| 27.00 | 0.6732 | 29325 |
| 27.50 | 0.7111 | 30974 |
| 28.00 | 0.7111 | 30974 |
| 19.00 | 0.0001 | 4 |
Comment: Initial Stage assumed match adjacent SHWT of wetlands; Warning stage set to existing low edge of pavement; Roadside ditch downstream of EX-3
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 17.25 ft |
===== PAGE 296 =====
Warning Stage: 27.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 17.25 | 0.0006 | 25 |
| 17.50 | 0.0029 | 125 |
| 18.00 | 0.0195 | 850 |
| 18.50 | 0.0792 | 3450 |
| 19.00 | 1.0382 | 45225 |
| 19.50 | 2.8891 | 125850 |
| 20.00 | 6.3757 | 277725 |
| 20.50 | 8.9589 | 390250 |
| 21.00 | 10.0511 | 437825 |
| 21.50 | 10.7891 | 469975 |
| 22.00 | 11.4893 | 500475 |
| 22.50 | 11.8021 | 514100 |
| 23.00 | 12.0363 | 524300 |
| 23.50 | 12.2595 | 534025 |
| 24.00 | 12.4621 | 542850 |
| 24.50 | 12.6435 | 550750 |
| 25.00 | 12.8099 | 558000 |
| 25.50 | 13.0039 | 566450 |
| 26.00 | 13.3264 | 580500 |
| 26.50 | 13.9830 | 609100 |
| 27.00 | 14.8037 | 644850 |
| 27.50 | 15.2204 | 663000 |
| 28.00 | 15.2835 | 665750 |
| 28.50 | 15.3065 | 666750 |
| 29.00 | 17.5500 | 764478 |
| 29.50 | 17.5500 | 764478 |
Comment:
Node: 409
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 20.43 ft
Warning Stage: 22.40 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 20.43 | 0.0029 | 125 |
| 20.50 | 0.0086 | 375 |
| 21.00 | 0.1475 | 6425 |
| 21.50 | 0.4029 | 17550 |
| 22.00 | 0.5315 | 23150 |
| 22.50 | 0.6382 | 27800 |
| 23.00 | 0.6870 | 29925 |
===== PAGE 297 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 23.50 | 0.7295 | 31775 |
| 24.00 | 0.7736 | 33700 |
| 24.50 | 0.8132 | 35425 |
| 25.00 | 0.8609 | 37500 |
| 25.50 | 0.9177 | 39975 |
| 26.00 | 0.9820 | 42775 |
| 26.50 | 1.0847 | 47250 |
| 27.00 | 1.3028 | 56750 |
| 27.50 | 1.4228 | 61976 |
| 28.00 | 1.4228 | 61976 |
Comment: Warning stage is set to weir invert el.
Node: 500
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 54.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 44.85 | 0.0026 | 114 |
| 45.00 | 0.0079 | 343 |
| 45.50 | 0.0486 | 2118 |
| 46.00 | 0.0745 | 3247 |
| 46.50 | 0.1211 | 5276 |
| 47.00 | 0.1855 | 8080 |
| 47.50 | 0.2039 | 8880 |
| 48.00 | 0.3435 | 14961 |
| 48.50 | 0.6581 | 28667 |
| 49.00 | 1.5338 | 66813 |
| 49.50 | 4.9449 | 215399 |
| 50.00 | 9.6145 | 418807 |
| 50.50 | 14.1477 | 616276 |
| 51.00 | 18.3637 | 799925 |
| 51.50 | 22.7921 | 992825 |
| 52.00 | 26.5991 | 1158657 |
| 52.50 | 27.2647 | 1187652 |
| 54.00 | 27.2647 | 1187652 |
| Comment: Initial stage matches aerial imagery and observed water |
Scenario: PD&E
===== PAGE 298 =====
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.33 ft
Warning Stage: 53.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 42.03 | 0.0026 | 114 |
| 42.50 | 0.0341 | 1485 |
| 43.00 | 0.0983 | 4283 |
| 43.50 | 0.1442 | 6282 |
| 44.00 | 0.2163 | 9422 |
| 44.50 | 0.3094 | 13477 |
| 45.00 | 0.4379 | 19073 |
| 45.50 | 0.5585 | 24327 |
| 46.00 | 0.7132 | 31065 |
| 46.50 | 0.8757 | 38146 |
| 47.00 | 0.9885 | 43057 |
| 47.50 | 1.2008 | 52308 |
| 48.00 | 1.4263 | 62130 |
| 48.50 | 1.5810 | 68868 |
| 49.00 | 1.8196 | 79262 |
| 49.50 | 2.2732 | 99020 |
| 50.00 | 2.4532 | 106862 |
| 50.50 | 2.6455 | 115238 |
| 51.00 | 2.8965 | 126173 |
| 51.50 | 3.1004 | 135053 |
| 52.00 | 3.1961 | 139222 |
| 52.50 | 3.2060 | 139651 |
| 53.00 | 3.2060 | 139651 |
| 40.33 | 0.0001 | 4 |
| Comment: I.E. pipe invert of CD-5 |
Node: 502
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 43.11 ft
Warning Stage: 52.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 43.11 | 0.0026 | 114 |
| 43.50 | 0.0118 | 514 |
| 44.00 | 0.2674 | 11649 |
| 44.50 | 0.6214 | 27068 |
| 45.00 | 1.0881 | 47397 |
| 45.50 | 1.8117 | 78919 |
===== PAGE 299 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.00 | 2.8710 | 125060 |
| 46.50 | 4.1793 | 182050 |
| 47.00 | 5.1887 | 226021 |
| 47.50 | 6.2663 | 272961 |
| 48.00 | 7.3675 | 320929 |
| 48.50 | 8.4320 | 367298 |
| 49.00 | 9.6092 | 418579 |
| 49.50 | 10.3355 | 450215 |
| 50.00 | 10.5871 | 461174 |
| 52.00 | 10.5871 | 461174 |
## Comment:
Node: 503
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.35 ft
Warning Stage: 54.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.35 | 0.0026 | 114 |
| 48.50 | 0.0144 | 628 |
| 49.00 | 0.0839 | 3655 |
| 49.50 | 0.1363 | 5939 |
| 50.00 | 0.4903 | 21357 |
| 50.50 | 2.5511 | 111126 |
| 51.00 | 5.3120 | 231389 |
| 51.50 | 5.9360 | 258571 |
| 52.00 | 6.1234 | 266737 |
| 52.50 | 6.3592 | 277008 |
| 54.00 | 6.3592 | 277008 |
Comment:
Node: 600
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.35 | 2.5046 | 109100 |
5/16/2023 17:34
===== PAGE 300 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.50 | 2.5253 | 110000 |
| 48.00 | 2.5643 | 111700 |
| 48.50 | 2.6165 | 113975 |
| 49.00 | 2.6969 | 117475 |
| 49.50 | 2.9109 | 126800 |
| 50.00 | 3.3815 | 147300 |
| 50.50 | 4.5764 | 199350 |
| 51.00 | 6.9416 | 302375 |
| 51.50 | 9.4209 | 410375 |
| 52.00 | 11.2862 | 491625 |
| 52.50 | 13.2679 | 577950 |
| 53.00 | 15.4081 | 671175 |
| 53.50 | 19.4071 | 845375 |
| 54.00 | 20.7008 | 901725 |
| 54.50 | 20.7736 | 904900 |
| 55.00 | 20.8680 | 909010 |
| 55.50 | 20.8680 | 909010 |
| Comment: Initial stage matches aerial imagery and observed water |
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 48.50 ft |
| Warning Stage: | 56.00 ft |
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.86 | 0.0026 | 114 |
| 47.00 | 0.0039 | 171 |
| 47.50 | 0.0288 | 1256 |
| 48.00 | 0.1573 | 6853 |
| 48.50 | 0.3644 | 15875 |
| 49.00 | 0.6764 | 29466 |
| 49.50 | 1.7095 | 74465 |
| 50.00 | 4.1190 | 179423 |
| 50.50 | 7.6664 | 333949 |
| 51.00 | 11.7199 | 510517 |
| 51.50 | 13.4136 | 584297 |
| 52.00 | 13.8925 | 605159 |
| 52.50 | 14.4440 | 629181 |
| 53.00 | 14.6608 | 638623 |
| 53.50 | 14.7616 | 643017 |
| 56.00 | 14.7616 | 643017 |
| Comment: Initial stage matches slightly lower stage in Node 600 |
===== PAGE 301 =====
Node: 602
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.90 ft
Warning Stage: 51.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.90 | 0.0026 | 114 |
| 51.00 | 0.0094 | 411 |
| 51.50 | 0.0820 | 3573 |
| 52.00 | 0.1879 | 8185 |
| 52.50 | 0.3592 | 15647 |
| 53.00 | 0.5552 | 24184 |
| 53.50 | 0.6260 | 27268 |
| 54.00 | 0.6756 | 29428 |
| 54.50 | 0.6784 | 29549 |
| 55.00 | 0.6784 | 29549 |
Comment:
Node: 603
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.20 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.70 | 0.0026 | 114 |
| 50.00 | 0.1363 | 5939 |
| 50.50 | 0.6240 | 27182 |
| 51.00 | 1.4840 | 64643 |
| 51.50 | 4.4703 | 194728 |
| 52.00 | 8.3717 | 364672 |
| 52.50 | 11.0120 | 479681 |
| 53.00 | 14.8425 | 646541 |
| 53.50 | 18.7098 | 815000 |
| 54.00 | 23.3427 | 1016809 |
| 54.50 | 27.1235 | 1181499 |
| 55.00 | 29.3075 | 1276636 |
| 55.50 | 30.2304 | 1316838 |
| 56.00 | 30.6080 | 1333284 |
| 56.50 | 30.7177 | 1338063 |
| 58.00 | 30.7177 | 1338063 |
Comment: Initial Stage estimated from aerial imagery and observed water
===== PAGE 302 =====
Node: 604
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.84 | 0.0026 | 114 |
| 53.00 | 0.0262 | 1142 |
| 53.50 | 0.8233 | 35862 |
| 54.00 | 10.0864 | 439365 |
| 54.50 | 10.9752 | 478082 |
| 55.00 | 11.0565 | 481622 |
| 55.50 | 11.1090 | 483906 |
| 56.00 | 11.2532 | 490188 |
| 56.50 | 11.4760 | 499896 |
| 57.00 | 11.5607 | 503584 |
| 59.00 | 11.5607 | 503584 |
| 52.80 | 0.0001 | 4 |
Comment:
Node: 605
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.27 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.27 | 0.0006 | 25 |
| 52.50 | 0.0086 | 375 |
| 53.00 | 0.1509 | 6575 |
| 53.50 | 0.5797 | 25250 |
| 54.00 | 2.2159 | 96525 |
| 54.50 | 2.6739 | 116475 |
| 55.00 | 2.8421 | 123800 |
| 55.50 | 3.0274 | 131875 |
| 56.00 | 3.2943 | 143500 |
| 56.50 | 3.7965 | 165375 |
| 57.00 | 4.1282 | 179825 |
| 57.50 | 4.3033 | 187450 |
| 58.00 | 4.3450 | 189270 |
| 58.50 | 4.3450 | 189270 |
Comment:
===== PAGE 303 =====
Node: 606
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 53.56 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.04 | 0.0006 | 25 |
| 51.50 | 0.0413 | 1800 |
| 52.00 | 0.3444 | 15000 |
| 52.50 | 0.7955 | 34650 |
| 53.00 | 1.0135 | 44150 |
| 53.50 | 1.3091 | 57025 |
| 54.00 | 2.0179 | 87900 |
| 54.50 | 5.5911 | 243550 |
| 55.00 | 11.3717 | 495350 |
| 55.50 | 17.2572 | 751725 |
| 56.00 | 23.3150 | 1015600 |
| 56.50 | 24.7854 | 1079650 |
| 57.00 | 25.0562 | 1091450 |
| 57.50 | 25.1257 | 1094475 |
| 58.00 | 25.2270 | 1098890 |
| 58.50 | 25.2270 | 1098890 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 607
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.27 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.27 | 0.0026 | 114 |
| 50.50 | 0.0076 | 332 |
| 51.00 | 0.1451 | 6320 |
| 51.50 | 0.4116 | 17931 |
| 52.00 | 1.0645 | 46369 |
| 52.50 | 5.8966 | 256858 |
| 53.00 | 12.0057 | 522966 |
| 53.50 | 18.3611 | 799810 |
| 54.00 | 22.8550 | 995566 |
| 54.50 | 26.2347 | 1142782 |
| 55.00 | 29.3547 | 1278692 |
| 55.50 | 32.7553 | 1426822 |
===== PAGE 304 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 56.00 | 35.4401 | 1543772 |
| 56.50 | 38.5864 | 1680824 |
| 57.00 | 41.5020 | 1807825 |
| 57.50 | 45.7337 | 1992160 |
| 58.00 | 46.2555 | 2014887 |
| 58.50 | 46.3729 | 2020004 |
| 59.00 | 46.4195 | 2022035 |
| 60.00 | 46.4195 | 2022035 |
Comment:
Node: 608
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.00 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.86 | 0.0026 | 114 |
| 53.00 | 0.0038 | 167 |
| 53.50 | 0.0129 | 562 |
| 54.00 | 0.0813 | 3541 |
| 54.50 | 0.2858 | 12449 |
| 55.00 | 0.6424 | 27981 |
| 55.50 | 1.3345 | 58133 |
| 56.00 | 5.9832 | 260627 |
| 56.50 | 11.5704 | 504007 |
| 57.00 | 15.1572 | 660246 |
| 57.50 | 17.5982 | 766575 |
| 58.00 | 18.1304 | 789760 |
| 58.50 | 18.2015 | 792859 |
| 60.00 | 18.2015 | 792859 |
## Comment:
## Node: 609
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 55.00 ft
===== PAGE 305 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 46.97 | 0.0026 | 114 |
| 47.00 | 0.0039 | 171 |
| 47.50 | 0.9413 | 41001 |
| 48.00 | 1.3817 | 60189 |
| 48.50 | 1.6675 | 72637 |
| 49.00 | 2.7713 | 120720 |
| 49.50 | 5.6869 | 247721 |
| 50.00 | 7.8080 | 340116 |
| 50.50 | 11.5363 | 502523 |
| 51.00 | 17.2416 | 751043 |
| 51.50 | 22.8157 | 993853 |
| 52.00 | 29.1240 | 1268641 |
| 52.50 | 35.2120 | 1533836 |
| 53.00 | 38.0647 | 1658096 |
| 53.50 | 39.1239 | 1704237 |
| 54.00 | 39.2800 | 1711036 |
| 55.00 | 39.2800 | 1711036 |
| Comment: Initial stage matches aerial imagery and observed water in Node 600 |
Node: 801
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.41 ft
Warning Stage: 59.00 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.41 | 0.0006 | 25 |
| 52.50 | 0.0021 | 92 |
| 53.00 | 0.0534 | 2325 |
| 53.50 | 0.3685 | 16050 |
| 54.00 | 1.6954 | 73850 |
| 54.50 | 10.0224 | 436575 |
| 55.00 | 15.0476 | 655475 |
| 55.50 | 15.7042 | 684075 |
| 56.00 | 15.7120 | 684413 |
| 56.50 | 15.7120 | 684413 |
Comment:
___
| Node: 803 |
| Scenario: | PD&E |
| Type: | Stage/Area |
===== PAGE 306 =====
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.98 | 0.0006 | 25 |
| 51.00 | 0.0006 | 28 |
| 51.50 | 0.0161 | 700 |
| 52.00 | 0.1366 | 5950 |
| 52.50 | 0.3197 | 13925 |
| 53.00 | 0.5200 | 22650 |
| 53.50 | 0.7369 | 32100 |
| 54.00 | 1.0514 | 45800 |
| 54.50 | 1.5450 | 67300 |
| 55.00 | 1.9031 | 82900 |
| 55.50 | 2.0753 | 90400 |
| 56.00 | 2.5264 | 110050 |
| 56.50 | 2.9319 | 127713 |
| 57.00 | 2.9337 | 127792 |
| 57.50 | 2.9337 | 127792 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 805
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
initial Stage: 49.40 ft
rning Stage: 58.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 48.26 | 0.0026 | 114 |
| 48.50 | 0.0798 | 3475 |
| 49.00 | 0.1127 | 4911 |
| 49.50 | 0.1626 | 7081 |
| 50.00 | 3.0860 | 134425 |
| 50.50 | 6.2165 | 270791 |
| 51.00 | 9.1871 | 400191 |
| 51.50 | 12.1944 | 531189 |
| 52.00 | 14.9789 | 652480 |
| 52.50 | 19.0218 | 828591 |
| 53.00 | 23.3794 | 1018408 |
| 53.50 | 29.8372 | 1299706 |
| 54.00 | 35.8570 | 1561932 |
| 54.50 | 38.8696 | 1693159 |
| 55.00 | 40.0914 | 1746380 |
| 55.50 | 40.3326 | 1756888 |
===== PAGE 307 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 56.00 | 40.4296 | 1761113 |
| 56.50 | 40.4531 | 1762136 |
| 57.00 | 40.4655 | 1762676 |
| 58.00 | 40.4655 | 1762676 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 806
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.00 ft
Warning Stage: 60.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.47 | 0.0026 | 114 |
| 49.50 | 0.0079 | 343 |
| 50.00 | 0.1940 | 8452 |
| 50.50 | 0.4562 | 19873 |
| 51.00 | 0.9885 | 43057 |
| 51.50 | 4.0797 | 177710 |
| 52.00 | 14.5096 | 632036 |
| 52.50 | 22.7947 | 992939 |
| 53.00 | 30.2383 | 1317180 |
| 53.50 | 40.8727 | 1780415 |
| 54.00 | 63.3948 | 2761476 |
| 54.50 | 79.7292 | 3473003 |
| 55.00 | 84.6636 | 3687945 |
| 55.50 | 86.3259 | 3760354 |
| 56.00 | 86.9630 | 3788107 |
| 56.50 | 87.1937 | 3798158 |
| 57.00 | 87.3772 | 3806152 |
| 57.50 | 87.4349 | 3808665 |
| 58.00 | 87.4670 | 3810064 |
| 58.50 | 87.4799 | 3810624 |
| 59.00 | 87.4828 | 3810751 |
| 60.00 | 87.4828 | 3810751 |
Comment: Initial Stage estimated from aerial imagery and observed water
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
===== PAGE 308 =====
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 49.57 | 0.0052 | 228 |
| 50.00 | 0.6502 | 28324 |
| 50.50 | 1.9454 | 84744 |
| 51.00 | 15.3459 | 668469 |
| 51.50 | 46.3367 | 2018428 |
| 52.00 | 60.7991 | 2648409 |
| 52.50 | 69.8735 | 3043688 |
| 53.00 | 78.2242 | 3407446 |
| 53.50 | 88.6960 | 3863600 |
| 54.00 | 102.3876 | 4460003 |
| 54.50 | 113.2999 | 4935344 |
| 55.00 | 119.2883 | 5196198 |
| 55.50 | 120.5625 | 5251704 |
| 56.00 | 120.9191 | 5267237 |
| 56.50 | 120.9716 | 5269521 |
| 57.00 | 121.0119 | 5271278 |
| 57.50 | 121.0140 | 5271369 |
| 59.00 | 121.0140 | 5271369 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 808
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.00 | 0.0052 | 228 |
| 51.50 | 0.6240 | 27182 |
| 52.00 | 0.9072 | 39517 |
| 52.50 | 3.5553 | 154868 |
| 53.00 | 5.3644 | 233673 |
| 53.50 | 7.9391 | 345827 |
| 54.00 | 12.0266 | 523880 |
| 54.50 | 15.0051 | 653622 |
| 55.00 | 17.3071 | 753898 |
| 55.50 | 18.0439 | 785991 |
| 56.00 | 18.2353 | 794328 |
| 56.50 | 18.3546 | 799525 |
| 57.00 | 18.4407 | 803275 |
| 57.50 | 18.5184 | 806663 |
===== PAGE 309 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 58.00 | 18.6323 | 811623 |
| 59.00 | 18.6323 | 811623 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
Node: 809
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.16 | 0.0026 | 114 |
| 50.50 | 0.0839 | 3655 |
| 51.00 | 0.6869 | 29923 |
| 51.50 | 4.7823 | 208318 |
| 52.00 | 9.0455 | 394023 |
| 52.50 | 13.1829 | 574246 |
| 53.00 | 16.6516 | 725346 |
| 53.50 | 20.1938 | 879643 |
| 54.00 | 24.8293 | 1081566 |
| 54.50 | 34.0217 | 1481985 |
| 55.00 | 41.0431 | 1787839 |
| 55.50 | 42.7185 | 1860819 |
| 56.00 | 42.9545 | 1871097 |
| 56.50 | 42.9786 | 1872146 |
| 58.00 | 42.9786 | 1872146 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 810
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.34 ft
arning Stage: 58.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.34 | 0.0026 | 114 |
| 53.50 | 0.0091 | 395 |
| 54.00 | 0.1966 | 8566 |
| 54.50 | 1.6151 | 70353 |
| 55.00 | 3.1594 | 137623 |
===== PAGE 310 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 55.50 | 3.6798 | 160293 |
| 56.00 | 3.8411 | 167317 |
| 56.50 | 3.8649 | 168355 |
| 58.00 | 3.8649 | 168355 |
Comment:
## Node: 811
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.16 | 0.0006 | 25 |
| 51.50 | 2.4966 | 108750 |
| 52.00 | 2.8994 | 126300 |
| 52.50 | 3.6524 | 159100 |
| 53.00 | 5.0356 | 219350 |
| 53.50 | 6.6012 | 287550 |
| 54.00 | 8.6455 | 376600 |
| 54.50 | 11.3091 | 492625 |
| 55.00 | 17.2509 | 751450 |
| 55.50 | 23.1233 | 1007250 |
| 56.00 | 25.8993 | 1128175 |
| 56.50 | 27.3473 | 1191250 |
| 57.00 | 27.5876 | 1201718 |
| 57.50 | 27.5876 | 1201718 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 812
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.33 | 0.0026 | 114 |
| 51.50 | 0.0118 | 514 |
| 52.00 | 0.6502 | 28324 |
| 52.50 | 2.3151 | 100847 |
===== PAGE 311 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.00 | 3.9695 | 172913 |
| 53.50 | 5.3382 | 232531 |
| 54.00 | 7.5117 | 327211 |
| 54.50 | 12.1682 | 530047 |
| 55.00 | 15.2358 | 663673 |
| 55.50 | 16.1430 | 703189 |
| 56.00 | 16.4445 | 716323 |
| 56.50 | 16.5352 | 720272 |
| 58.00 | 16.5352 | 720272 |
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 813
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.22 | 0.0026 | 114 |
| 51.50 | 0.0423 | 1841 |
| 52.00 | 0.1573 | 6853 |
| 52.50 | 0.7656 | 33349 |
| 53.00 | 1.5836 | 68983 |
| 53.50 | 2.5616 | 111583 |
| 54.00 | 3.8437 | 167431 |
| 54.50 | 5.3172 | 231617 |
| 55.00 | 5.8914 | 256629 |
| 55.50 | 6.1064 | 265994 |
| 56.00 | 6.3057 | 274674 |
| 56.50 | 6.3680 | 277390 |
| 57.00 | 6.4354 | 280328 |
| 57.50 | 6.4757 | 282082 |
| 58.00 | 6.5546 | 285517 |
| 59.00 | 6.5546 | 285517 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
| Scenario: | PD&E |
| Type: | Stage/Area |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 51.63 ft |
===== PAGE 312 =====
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.63 | 0.0026 | 114 |
| 52.00 | 0.0551 | 2398 |
| 52.50 | 0.2491 | 10850 |
| 53.00 | 0.5532 | 24098 |
| 53.50 | 0.8678 | 37803 |
| 54.00 | 2.1237 | 92510 |
| 54.50 | 2.9365 | 127915 |
| 55.00 | 3.4976 | 152356 |
| 55.50 | 3.9827 | 173485 |
| 56.00 | 4.7850 | 208433 |
| 56.50 | 4.8648 | 211911 |
| 58.00 | 4.8648 | 211911 |
Comment:
## Node: 815
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.48 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 52.48 | 0.0026 | 114 |
| 52.50 | 0.0052 | 228 |
| 53.00 | 0.0467 | 2033 |
| 53.50 | 0.0996 | 4340 |
| 54.00 | 0.2360 | 10279 |
| 54.50 | 0.6791 | 29580 |
| 55.00 | 1.5338 | 66813 |
| 55.50 | 1.9035 | 82916 |
| 56.00 | 2.0687 | 90111 |
| 56.50 | 2.1169 | 92210 |
| 58.00 | 2.1169 | 92210 |
Comment:
Node: 816
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.39 ft
===== PAGE 313 =====
Warning Stage: 54.50 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 53.39 | 0.0026 | 114 |
| 53.50 | 0.0067 | 291 |
| 54.00 | 0.0970 | 4226 |
| 54.50 | 1.0881 | 47397 |
| 55.00 | 2.0818 | 90683 |
| 55.50 | 2.1671 | 94401 |
| 56.00 | 2.1847 | 95163 |
| 57.00 | 2.1847 | 95163 |
## Comment:
Node: 817
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 57.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.28 | 0.0026 | 114 |
| 51.50 | 0.0060 | 262 |
| 52.00 | 0.0374 | 1627 |
| 52.50 | 0.0756 | 3294 |
| 53.00 | 0.0872 | 3800 |
| 53.50 | 0.1652 | 7195 |
| 54.00 | 1.6072 | 70011 |
| 54.50 | 7.4278 | 323556 |
| 55.00 | 13.1226 | 571619 |
| 55.50 | 15.3984 | 670754 |
| 56.00 | 15.5874 | 678989 |
| 57.00 | 15.5874 | 678989 |
Comment:
## Node: 818
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
===== PAGE 314 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 50.66 | 0.0026 | 114 |
| 51.00 | 0.0184 | 799 |
| 51.50 | 0.5270 | 22956 |
| 52.00 | 0.9937 | 43285 |
| 52.50 | 2.6140 | 113867 |
| 53.00 | 3.9486 | 172000 |
| 53.50 | 5.5873 | 243381 |
| 54.00 | 10.3381 | 450329 |
| 54.50 | 18.7256 | 815686 |
| 55.00 | 31.7564 | 1383308 |
| 55.50 | 43.4290 | 1891769 |
| 56.00 | 45.7992 | 1995015 |
| 56.50 | 46.1716 | 2011233 |
| 57.00 | 46.2387 | 2014159 |
| 58.00 | 46.2387 | 2014159 |
Comment: Initial Stage estimated from aerial imagery and observed water
## Node: 819
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
initial Stage: 51.50 ft
rning Stage: 58.00 ft
Warning Stage: 58.00 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 51.11 | 0.0026 | 114 |
| 51.50 | 0.0990 | 4311 |
| 52.00 | 0.1481 | 6453 |
| 52.50 | 0.2036 | 8870 |
| 53.00 | 0.2412 | 10507 |
| 53.50 | 0.2832 | 12335 |
| 54.00 | 0.3238 | 14105 |
| 54.50 | 0.3950 | 17208 |
| 55.00 | 2.5118 | 109413 |
| 55.50 | 7.2784 | 317046 |
| 56.00 | 10.0759 | 438908 |
| 56.50 | 10.6423 | 463577 |
| 57.00 | 10.7565 | 468555 |
| 58.00 | 10.7565 | 468555 |
| Comment: Initial Stage estimated from aerial imagery and observed water |
===== PAGE 315 =====
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
warning Stage: 50.00 tt
| Stage [ft] | Area [ac] | Area [ft2] |
| 47.50 | 0.1188 | 5175 |
| 48.00 | 0.2204 | 9600 |
| 48.50 | 0.8660 | 37725 |
| 49.00 | 1.1065 | 48200 |
| 49.50 | 1.3453 | 58600 |
| 50.00 | 1.7528 | 76350 |
| 50.50 | 2.1287 | 92725 |
| 51.00 | 2.3445 | 102125 |
| 51.50 | 2.6102 | 113700 |
| 52.00 | 2.9396 | 128050 |
| 52.50 | 3.3735 | 146950 |
| 53.00 | 3.6829 | 160425 |
| 53.50 | 4.1500 | 180775 |
| 54.00 | 4.7205 | 205625 |
| 54.50 | 5.2037 | 226675 |
| 55.00 | 5.7151 | 248950 |
| 55.50 | 6.0491 | 263500 |
| 56.00 | 6.3091 | 274825 |
| 56.50 | 6.5083 | 283500 |
| 57.00 | 6.6506 | 289700 |
| 57.51 | 6.7348 | 293370 |
| 58.00 | 6.7661 | 294730 |
| 58.50 | 6.7661 | 294730 |
| 46.50 | 0.0001 | 4 |
| Comment: Initial Stage matches aerial observed water |
## Node: Citrus Pond 1
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 38.90 | 3.9200 | 170755 |
| 48.40 | 5.5000 | 239580 |
| 49.27 | 5.6600 | 246550 |
| 50.90 | 5.9600 | 259618 |
| 52.90 | 6.1500 | 267894 |
===== PAGE 316 =====
Input Report
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.90 | 5.0600 | 220414 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Citrus Pond 2
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 45.90 | 2.7800 | 121097 |
| 48.40 | 3.1400 | 136778 |
| 49.27 | 3.2600 | 142006 |
| 50.90 | 3.5100 | 152896 |
| 51.90 | 3.6600 | 159430 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Citrus Swale DS
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.30 ft
| Stage [ft] | Area [ac] | Area [ft2] |
| 43.10 | 0.1500 | 6534 |
| 51.10 | 0.3500 | 15246 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Citrus Swale US
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 52.30 ft
===== PAGE 317 =====
| Stage [ft] | Area [ac] | Area [ft2] |
| 44.30 | 0.1500 | 6534 |
| 52.30 | 0.3500 | 15246 |
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
## Node: Peace River Trib1
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 48.50 ft
Warning Stage: 50.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | | 48.50 |
| 0 | 0 | 0 | 999.0000 | | 48.50 |
| Comment: FEMA 100 Year Floodplain Peace River Zone A |
## Node: Peace River Trib2
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 39.00 ft
Warning Stage: 39.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 39.00 | |
| 0 | 0 | 0 | 999.0000 | 39.00 | |
## Comment: FEMA 100 Year Floodplain Peace River Zone A
## Node: Peace River US
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 18.70 ft
Warning Stage: 18.70 ft
===== PAGE 318 =====
Boundary Stage: PeaceRiver1
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 18.70 | |
| 0 | 0 | 0 | 999.0000 | 18.70 | |
Comment:
Node: Peace River1
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
I initial Stage: 18.70 ft
Warning Stage: 18.70 ft
Boundary Stage: PeaceRiver1
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 18.70 | |
| 0 | 0 | 0 | 999.0000 | 18.70 | |
Node: TW-North
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 54.00 ft
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 54.00 | |
| 0 | 0 | 0 | 999.0000 | 54.00 | |
Comment:
## Node: TW-West
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 49.00 ft
Warning Stage: 49.00 ft
===== PAGE 319 =====
Boundary Stage:
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | 49.00 | |
| 0 | 0 | 0 | 999.0000 | 49.00 | |
Comment:
| Scenario: | PD&E |
| Type: | Time/Stage |
| Base Flow: | 0.00 cfs |
| Initial Stage: | 54.00 ft |
| Warning Stage: | 54.00 ft |
| Boundary Stage: | |
| Year | Month | Day | Hour | Stage [ft] | |
| 0 | 0 | 0 | 0.0000 | | 54.00 |
| 0 | 0 | 0 | 999.0000 | | 54.00 |
| Pipe Link: CD-5 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 40.33 ft | Invert: | 40.29 ft |
| From Node: | 501 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Peace River Trib2 | Geometry: Horizontal Ellipse | Geometry: Horizontal Ellipse |
| Link Count: | 1 | Max Depth: | 1.92 ft | Max Depth: | 1.92 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 69.42 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
| Pipe Link: CD-6 | Upstream | Downstream |
| Scenario: Existing From Node: 601 | Invert: 46.45 ft Manning's N: 0.0120 | Invert: 47.05 ft Manning's N: 0.0120 |
===== PAGE 320 =====
| To Node: | Peace River Trib1 | Geometry: Circular | Geometry: Circular |
| Link Count: | 3 | Max Depth: | 3.50 ft | | Max Depth: | 3.50 ft | |
| Flow Direction: | Both | | | Bottom Clip | | | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | | Default: | 0.00 ft | |
| Length: | 65.54 ft | Op Table: | | | Op Table: | | |
| FHWA Code: | 2 | Ref Node: | | | Ref Node: | | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | | Manning's N: | 0.0000 | |
| Exit Loss Coef: | 0.00 | | | Top Clip | | | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | | Default: | 0.00 ft | |
| Bend Location: | 0.00 dec | Op Table: | | | Op Table: | | |
| Energy Switch: | Energy | Ref Node: | | | Ref Node: | | |
| | Manning's N: | 0.0000 | | Manning's N: | 0.0000 | |
Comment: Field visited; Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
Energy Switch: Energy
Pipe Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
## Weir Component
| Weir Component | Bottom Clip |
| Weir: | 1 | Default: | 0.00 ft |
| Weir Count: | 1 | Op Table: | |
| Weir Flow Direction: | Both | Ref Node: | |
| Damping: | 0.0000 ft | | |
| Weir Type: | Sharp Crested Vertical | Top Clip |
| Geometry Type: | Circular | Default: | 0.00 ft |
| Invert: | 48.40 ft | Op Table: | |
| Control Elevation: | 48.40 ft | Ref Node: | |
| Max Depth: | 0.48 ft | Discharge Coefficients |
| | Weir Default: | 3.200 |
| | Weir Table: | |
| | Orifice Default: | 0.600 |
| | Orifice Table: | |
Orifice Table:
===== PAGE 321 =====
## Weir Comment: Converted to NAVD
| Weir Component |
| Weir: | 2 | Bottom Clip |
| Weir Count: | 1 | Default: 0.00 ft |
| Weir Flow Direction: | Both | Op Table: |
| Damping: | 0.0000 ft | Ref Node: |
| Weir Type: | Sharp Crested Vertical | Top Clip |
| Geometry Type: | Rectangular | Default: 0.00 ft |
| Invert: | 49.27 ft | Op Table: |
| Control Elevation: | 49.27 ft | Ref Node: |
| Max Depth: | 1.38 ft | Discharge Coefficients |
| Max Width: | 8.00 ft | Weir Default: 3.200 |
| Fillet: | 0.00 ft | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
## Weir Comment: Converted to NAVD
| Weir Component |
| Weir: | 3 | Bottom Clip |
| Weir Count: | 1 | Default: 0.00 ft |
| Weir Flow Direction: | Both | Op Table: |
| Damping: | 0.0000 ft | Ref Node: |
| Weir Type: | Horizontal | Top Clip |
| Geometry Type: | Rectangular | Default: 0.00 ft |
| Invert: | 50.90 ft | Op Table: |
| Control Elevation: | 50.90 ft | Ref Node: |
| Max Depth: | 3.00 ft | Discharge Coefficients |
| Max Width: | 6.58 ft | Weir Default: 3.200 |
| Fillet: | 0.00 ft | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Orifice Table:
## Weir Comment: Converted to NAVD
### Drop Structure Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
## Pipe Link: Citrus Pond Pipes
Scenario: Existing
From Node:
Citrus Pond 1
To Node:
| Invert: | 46.20 ft | Invert: | 45.90 ft |
| Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| Geometry: Circular | Geometry: Circular |
| Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Bottom Clip |
| Default: | 0.00 ft | Default: | 0.00 ft |
| Op Table: | | Op Table: | |
| Ref Node: | | Ref Node: | |
| Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Citrus Pond 2
Link Count: 2
## Upstream
Flow Direction: Both
## Downstream
Damping: 0.0000 ft
Length: 60.00 ft
Exit Loss Coef: 1.00
FHWA Code: 5
Entr Loss Coef: 0.50
## Top Clip
===== PAGE 322 =====
| Channel Link: Citrus Site Swale | Upstream | Downstream |
| Scenario: | Existing | Invert: | 44.30 ft | Invert: | 43.00 ft |
| From Node: | Citrus Swale US | Manning's N: | 0.2400 | Manning's N: | 0.2400 |
| To Node: | Citrus Swale DS | Geometry: | Trapezoidal | Geometry: | Trapezoidal |
| Link Count: | 1 | Max Depth: | 999.00 ft | Max Depth: | 999.00 ft |
| Flow Direction: | Both | Extrapolation: | Normal | Extrapolation: | Normal |
| Damping: | 0.0000 ft | Bottom Width: | 12.00 ft | Bottom Width: | 12.00 ft |
| Length: | 1080.00 ft | Left Slope: | 1.000 (h:v) | Left Slope: | 1.000 (h:v) |
| Contraction Coef: | 0.10 | Right Slope: | 1.000 (h:v) | Right Slope: | 1.000 (h:v) |
| Expansion Coef: | 0.30 | Bottom Clip |
| Entr Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Exit Loss Coef: | 0.00 | Op Table: | | Op Table: | |
| Bend Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Location: | 0.00 dec | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Energy Switch: | Energy | Top Clip |
| | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| Pipe Link: Citrus Pond Pipes NEW | Upstream | Downstream |
| Scenario: | Existing | Invert: | 46.20 ft | Invert: | 45.90 ft |
| From Node: | Citrus Pond 1 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Citrus Pond 2 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | | | Bottom Clip | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | | | Top Clip | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
===== PAGE 323 =====
| Pipe Link: Citrus Swale Pipe | Upstream | Downstream |
| Scenario: | Existing | Invert: | 42.90 ft | Invert: | 42.70 ft |
| From Node: | Citrus Swale DS | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Citrus Pond 1 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 80.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| 52.3 |
| Drop Structure Link: D-200 | Upstream Pipe | Downstream Pipe |
| Scenario: | Existing | Invert: | 47.00 ft | Invert: | 46.90 ft |
| From Node: | 200 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 201 | Geometry: Horizontal Ellipse | Geometry: Horizontal Ellipse |
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Solution: | Combine | Default: | 0.00 ft | Default: | 0.00 ft |
| Increments: | 0 | Op Table: | | Op Table: | |
| Pipe Count: | 1 | Ref Node: | | Ref Node: | |
| Damping: | 0.0000 ft | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Length: | 30.00 ft | Top Clip |
| FHWA Code: | 3 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.20 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 1.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | | | | |
| Energy Switch: | Energy | | | | |
Pipe Comment: Field verified; Inverts estimated from DEM
| Weir Component |
| Weir: | 1 | Bottom Clip |
| Weir Count: | 1 | Default: 0.00 ft |
| Weir Flow Direction: | Both | Op Table: |
| Damping: | 0.0000 ft | Ref Node: |
| Weir Type: | Broad Crested Vertical | Top Clip |
| Geometry Type: | Rectangular | Default: 0.00 ft |
| Invert: | 47.00 ft | Op Table: |
| Control Elevation: | 47.50 ft | Ref Node: |
| Max Depth: | 999.00 ft | Discharge Coefficients |
===== PAGE 324 =====
| Max Width: 100.00 ft |
| Fillet: 0.00 ft | Weir Default: 3.200 |
| Weir Table: 0.600 |
| Orifice Default: 0.600 |
| Orifice Table: 0.600 |
| Weir Comment: Used to model SHWT upstream |
|
| Drop Structure Comment: |
| Pipe Link: EX-0 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 40.70 ft | Invert: | 38.60 ft |
| From Node: | 102 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 113 | Geometry: | Rectangular | Geometry: | Rectangular |
| Link Count: | 1 | Max Depth: | 8.00 ft | Max Depth: | 8.00 ft |
| Flow Direction: | Both | Max Width: | 8.00 ft | Max Width: | 8.00 ft |
| Damping: | 0.0000 ft | Fillet: | 0.00 ft | Fillet: | 0.00 ft |
| Length: | 78.00 ft | Bottom Clip |
| FHWA Code: | 11 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.50 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | Top Clip |
| Energy Switch: | Energy | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: EX-1 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 28.88 ft | Invert: | 28.50 ft |
| From Node: | 202 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 208 | Geometry: | Rectangular | Geometry: | Rectangular |
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Max Width: | 5.00 ft | Max Width: | 5.00 ft |
| Damping: | 0.0000 ft | Fillet: | 0.00 ft | Fillet: | 0.00 ft |
| Length: | 85.00 ft | Bottom Clip |
| FHWA Code: | 11 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.50 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | Top Clip |
| Energy Switch: | Energy | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
===== PAGE 325 =====
| Comment: From Survey; Existing Cross Drain |
| Pipe Link: EX-2 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 17.63 ft | Invert: | 17.80 ft |
| From Node: | 302 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 305 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.50 ft | Max Depth: | 2.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 63.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Joe Link: EX-3_1 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 19.22 ft | Invert: | 19.01 ft |
| From Node: | 402 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 407 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 76.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: EX-3_2 | Upstream | Downstream |
| Scenario: Existing | Invert: 19.16 ft | Invert: 19.17 ft |
| From Node: 402 | Manning's N: 0.0120 | Manning's N: 0.0120 |
| To Node: 407 | Geometry: Circular | Geometry: Circular |
| Link Count: 1 | Max Depth: 2.00 ft | Max Depth: 2.00 ft |
| Flow Direction: Both | Bottom Clip |
5/16/2023 17:34
===== PAGE 326 =====
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 76.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-100 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 52.80 ft | Invert: | 49.80 ft |
| From Node: | 100 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Citrus Outfall | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.25 ft | Max Depth: | 1.25 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 70.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 6 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe Size Estimated; Inverts estimated from DEM
| Pipe Link: P-101-104 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.30 ft | Invert: | 50.20 ft |
| From Node: | 101 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 104 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 70.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: Pine size from SWEMMD EPR Permit 11050 010: Inverts estimated of off DEM |
Comment: Pipe size from SWFWMD ERP Permit 11050.010; Inverts estimated of off DEM
===== PAGE 327 =====
| Pipe Link: P-101-TW-South | Upstream | Downstream |
| Scenario: | Existing | Invert: | 52.50 ft | Invert: | 52.00 ft |
| From Node: | 101 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | TW-south | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 230.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: Visible from Google Earth: Pine size and inverts assumed |
Comment: Visible from Google Earth; Pipe size and inverts assumed
| Pipe Link: P-102A-207 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 48.19 ft | Invert: | 48.11 ft |
| From Node: | 102A | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 207 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 39.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Joe Link: P-102C-102B | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.31 ft | Invert: | 50.19 ft |
| From Node: | 102C | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 102B | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 32.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
5/16/2023 17:34
===== PAGE 328 =====
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-102D-102C | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.24 ft | Invert: | 50.34 ft |
| From Node: | 102D | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 102C | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 33.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-103-105_1 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 52.50 ft | Invert: | 52.30 ft |
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: visible from Google Earth; pipe size and inverts assumed
| Pipe Link: P-103-105_2 | Upstream | Downstream |
| Scenario: Existing | Invert: 51.20 ft | Invert: 51.00 ft |
===== PAGE 329 =====
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: visible from Google Earth; pipe size and inverts assumed
| oe Link: P-103-105_3 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 51.30 ft | Invert: | 51.10 ft |
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: visible from Google Earth; pipe size and inverts assumed
| Pipe Link: P-103-105_4 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 51.60 ft | Invert: | 51.40 ft |
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
5/16/2023 17:34
===== PAGE 330 =====
| Energy Switch: Energy | Ref Node: Manning's N: 0.0000 | Ref Node: Manning's N: 0.0000 |
| Comment: visible from Google Earth; pipe size and inverts assumed |
| Pipe Link: P-104-102 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 48.40 ft | Invert: | 48.20 ft |
| From Node: | 104 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 102 | Geometry: Circular | Geometry: Circular |
| Link Count: | 2 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 40.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 4 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Field Verified; Inverts estimated from DEM
| Pipe Link: P-113-112 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 38.82 ft | Invert: | 38.91 ft |
| From Node: | 113 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 112 | Geometry: | Rectangular | Geometry: | Rectangular |
| Link Count: | 1 | Max Depth: | 8.00 ft | Max Depth: | 8.00 ft |
| Flow Direction: | Both | Max Width: | 8.00 ft | Max Width: | 8.00 ft |
| Damping: | 0.0000 ft | Fillet: | 0.00 ft | Fillet: | 0.00 ft |
| Length: | 76.00 ft | Bottom Clip |
| FHWA Code: | 11 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.50 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | Top Clip |
| Energy Switch: | Energy | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-180-104 | Upstream | Downstream |
| Scenario: Existing | Invert: 50.50 ft | Invert: 49.30 ft |
===== PAGE 331 =====
| From Node: | 180 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 104 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 72.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
| Pipe Link: P-199-104 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 48.80 ft | Invert: | 47.80 ft |
| From Node: | 199 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 104 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 64.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
| Pipe Link: P-203-202 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 35.94 ft | Invert: | 35.34 ft |
| From Node: | 203 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 202 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
5/16/2023 17:34
===== PAGE 332 =====
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-203-304 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 35.44 ft | Invert: | 35.53 ft |
| From Node: | 203 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 304 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-204-202 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 39.47 ft | Invert: | 39.35 ft |
| From Node: | 204 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 202 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-205-204 | Upstream | Downstream |
| Scenario: Existing | Invert: 45.11 ft | Invert: 44.80 ft |
===== PAGE 333 =====
| From Node: | 205 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 204 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 63.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-206-205 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 46.96 ft | Invert: | 46.79 ft |
| From Node: | 206 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 205 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 71.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-207-206 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 47.47 ft | Invert: | 47.15 ft |
| From Node: | 207 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 206 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 31.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
5/16/2023 17:34
===== PAGE 334 =====
| Energy Switch: Energy | Ref Node: Manning's N: 0.0000 | Ref Node: Manning's N: 0.0000 |
Comment: From Survey
| Pipe Link: P-209-208 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 39.58 ft | Invert: | 38.49 ft |
| From Node: | 209 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 208 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 58.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-304-302 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 30.57 ft | Invert: | 30.10 ft |
| From Node: | 304 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 302 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 48.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-308-305 | Upstream | Downstream |
| Scenario: Existing | Invert: 29.98 ft | Invert: 29.79 ft |
| From Node: 308 | Manning's N: 0.0220 | Manning's N: 0.0220 |
| To Node: 305 | Geometry: Circular | Geometry: Circular |
5/16/2023 17:34
===== PAGE 335 =====
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-403 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 39.75 ft | Invert: | 39.37 ft |
| From Node: | 403 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 406 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 35.90 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-409-PEACE | Upstream | Downstream |
| Scenario: | Existing | Invert: | 20.58 ft | Invert: | 20.09 ft |
| From Node: | 409 | Manning's N: | 0.0100 | Manning's N: | 0.0100 |
| To Node: | Peace River1 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 40.10 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
===== PAGE 336 =====
| Comment: US & DS inverts are from SR 70 Survey |
| Pipe Link: P-503-501 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 48.29 ft | Invert: | 48.24 ft |
| From Node: | 503 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 501 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 72.24 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-503-601 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 47.99 ft | Invert: | 48.36 ft |
| From Node: | 503 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 601 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.36 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-602-601 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.00 ft | Invert: | 49.73 ft |
| From Node: | 602 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 601 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
5/16/2023 17:34
===== PAGE 337 =====
| Damping: Length: FHWA Code: Entr Loss Coef: Exit Loss Coef: Bend Loss Coef: Bend Location: Energy Switch: | 0.0000 ft
63.98 ft
5
0.70
0.00
0.00
0.00 dec
Energy | Default:
Op Table:
Ref Node:
Manning's N: 0.0000 | Default:
Op Table:
Ref Node:
Manning's N: 0.0000 | Default:
Op Table:
Ref Node:
Manning's N: 0.00 ft |
| Top Clip |
| Default: | 0.00 ft | | | Default: | 0.00 ft |
| Op Table:
Ref Node:
Manning's N: | 0.0000 | | | Op Table:
Ref Node:
Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-603-602 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.79 ft | Invert: | 50.38 ft |
| From Node: | 603 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 602 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 40.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 0 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment:
| Pipe Link: P-603A | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.50 ft | Invert: | 49.70 ft |
| From Node: | 603 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 600 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 30.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 6 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Field Review- Pipe poor condition; Inverts estimated from DEM
===== PAGE 338 =====
| Pipe Link: P-606-603 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 52.21 ft | Invert: | 52.02 ft |
| From Node: | 606 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 603 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 57.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 0 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: |
Comment:
| Pipe Link: P-606-604 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 54.09 ft | Invert: | 53.98 ft |
| From Node: | 606 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 604 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.50 ft | Max Depth: | 2.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 66.10 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
## Pipe Link: P-606-811
Scenario: Existing
From Node: 606
| Upstream | Downstream |
| Invert: 51.49 ft | Invert: 51.58 ft |
| Manning's N: 0.0220 | Manning's N: 0.0220 |
| Geometry: Circular | Geometry: Circular |
| Max Depth: 2.00 ft | Max Depth: 2.00 ft |
| Bottom Clip |
| Default: 0.00 ft | Default: 0.00 ft |
| Op Table: | Op Table: |
| Ref Node: | Ref Node: |
| Manning's N: 0.0000 | Manning's N: 0.0000 |
Link Count: 1
To Node: 811
Flow Direction: Both
Damping: 0.0000 ft
Length: 55.23 ft
FHWA Code: 5
Entr Loss Coef: 0.70
Exit Loss Coef: 0.00
Top Clip
5/16/2023 17:34
===== PAGE 339 =====
| Pipe Link: P-609-404 | Upstream | Downstream |
| Scenario: Existing | Invert: 48.60 ft | Invert: 48.50 ft |
| Pipe Link: P-607-600 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 51.50 ft | Invert: | 51.40 ft | |
| From Node: | 607 | Manning's N: | 0.0220 | Manning's N: | 0.0220 | |
| To Node: | 600 | Geometry: | Circular | Geometry: | Circular | |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft | |
| Flow Direction: | Both | | | Bottom Clip | | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft | |
| Length: | 40.00 ft | Op Table: | | Op Table: | | |
| FHWA Code: | 4 | Ref Node: | | Ref Node: | | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 | |
| Exit Loss Coef: | 0.00 | | | Top Clip | | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft | |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 | |
| Comment: Field Visit; Pipe Size estimated; Inverts estimated from DEM |
| Pipe Link: P-607-200 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 50.80 ft | | Invert: | 50.70 ft |
| From Node: | 607 | Manning's N: | 0.0220 | | Manning's N: | 0.0220 |
| To Node: | 200 | Geometry: | Circular | | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | | Max Depth: | 1.50 ft |
| Flow Direction: | Both | | | Bottom Clip | | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | | Default: | 0.00 ft |
| Length: | 40.00 ft | Op Table: | | | Op Table: | |
| FHWA Code: | 6 | Ref Node: | | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | | | Top Clip | | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | | Ref Node: | |
| | Manning's N: | 0.0000 | | Manning's N: | 0.0000 |
| Comment: Field Visit: Pipe Size estimated; Inverts estimated from DEM |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: Pipe size,material, and inverts are updated based on SR 70 survey (APR2022). Entr. & Exit loss coefficients updated |
===== PAGE 340 =====
| From Node: | 609 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 404 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Field visit confirmed location of cross drain; size and invert assumed
| e Link: P-803-812 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 49.39 ft | Invert: | 49.38 ft |
| From Node: | 803 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 812 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 64.66 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-808-813 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 51.68 ft | Invert: | 52.37 ft |
| From Node: | 808 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 813 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 46.35 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
5/16/2023 17:34
===== PAGE 341 =====
| Energy Switch: Energy | Ref Node: Manning's N: 0.0000 | Ref Node: Manning's N: 0.0000 |
| Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr. & Exit loss coefficients updated |
| Pipe Link: P-811-808 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 52.26 ft | Invert: | 52.17 ft |
| From Node: | 811 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 808 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 78.23 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-813-803 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 52.78 ft | Invert: | 52.14 ft |
| From Node: | 813 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 803 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.87 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-814-TW-West | Upstream | Downstream |
| Scenario: Existing | Invert: 52.10 ft | Invert: 51.90 ft |
| From Node: 814 | Manning's N: 0.0220 | Manning's N: 0.0220 |
| To Node: TW-West | Geometry: Circular | Geometry: Circular |
===== PAGE 342 =====
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 58.84 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-815-812 | Upstream | Downstream |
| Scenario: | Existing | Invert: | 51.74 ft | Invert: | 51.78 ft |
| From Node: | 815 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 812 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.78 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-Citrus Outfall | Upstream | Downstream |
| Scenario: | Existing | Invert: | 48.00 ft | Invert: | 47.90 ft |
| From Node: | Citrus Outfall | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 104 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
===== PAGE 343 =====
| Manning's N: 0.0000 | Manning's N: 0.0000 |
| Comment: Pipe Size from SWFWMD Permit 11050.010; Inverts assumed |
## Weir Link: W-100-111
Scenario: Existing
From Node: 100
To Node: 111
Link Count: 1
Flow Direction: Both
## Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Geometry Type: Irregular
Invert: 54.43 ft
Control Elevation: 54.43 ft
Cross Section: X-100-111
Default: 0.00 ft
## Top Clip
Ref Node:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-100-Citrus Outfall
Scenario: Existing
From Node: 100
To Node: Citrus Outfall
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.63 ft
Control Elevation: 54.63 ft
Op Table:
Cross Section: X-100-Citrus Outfall
Ref Node:
## Top Clip
Op Table:
Default: 0.00 ft
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-101-104
Scenario: Existing
From Node: 101
To Node: 104
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Op Table:
Top Clip
Default: 0.00 ft
===== PAGE 344 =====
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.43 ft
Control Elevation: 53.43 ft
Op Table:
Cross Section: X-101-104
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102-102A
Scenario: Existing
From Node: 102
To Node: 102A
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Invert: 50.00 ft
Top Clip
Control Elevation: 50.00 ft
Default: 0.00 ft
Cross Section: X-102-102A
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102A-207
Scenario: Existing
From Node: 102A
To Node: 207
Link Count: 1
Flow Direction: Both
## Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.05 ft
Default: 0.00 ft
Control Elevation: 50.05 ft
Cross Section: X-102A-207
## Top Clip
Op Table:
Default: 0.00 ft
Ref Node:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 345 =====
## Weir Link: W-102B-102
Scenario: Existing
From Node: 102B
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 49.40 ft
Control Elevation: 49.40 ft
Cross Section: X-102B-102
Geometry Type: Irregular
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102C-102
Scenario: Existing
From Node: 102C
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 50.38 ft
Geometry Type: Irregular
Ref Node:
Control Elevation: 50.38 ft
Top Clip
Cross Section: X-102C-102
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102C-102B
Scenario: Existing
From Node: 102C
To Node: 102B
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 51.46 ft
Control Elevation: 51.46 ft
Default: 0.00 ft
Cross Section: X-102C-102B
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 346 =====
## Comment:
## Weir Link: W-102D-102
Scenario: Existing
From Node: 102D
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 49.42 ft
Control Elevation: 49.42 ft
Geometry Type: Irregular
Cross Section: X-102D-102
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-102D-102C
Scenario: Existing
From Node: 102D
To Node: 102C
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 50.37 ft
Geometry Type: Irregular
Control Elevation: 50.37 ft
Cross Section: X-102D-102C
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-103-101
Scenario: Existing
From Node: 103
To Node: 101
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 347 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 56.47 ft
Op Table:
Control Elevation: 56.47 ft
Cross Section: X-103-101
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-103-105
Scenario: Existing
From Node: 103
To Node: 105
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Ref Node:
## Top Clip
Geometry Type: Irregular
Invert: 54.43 ft
Default: 0.00 ft
Control Elevation: 54.43 ft
Op Table:
Cross Section: X-103-105
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-103-TW-West
Scenario: Existing
From Node: 103
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.51 ft
Control Elevation: 54.51 ft
Cross Section: X-103-TW-West
Default: 0.00 ft
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 348 =====
## Weir Link: W-104-102
Scenario: Existing
From Node: 104
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Paved Road Vertical
Invert: 51.30 ft
Control Elevation: 51.30 ft
Cross Section: X-104-102
Geometry Type: Irregular
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-104-102D
Scenario: Existing
From Node: 104
To Node: 102D
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 51.03 ft
Geometry Type: Irregular
Ref Node:
Top Clip
Cross Section: X-104-102D
Control Elevation: 51.03 ft
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-105-110
Scenario: Existing
From Node: 105
To Node: 110
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.27 ft
Control Elevation: 51.27 ft
Default: 0.00 ft
Cross Section: X-105-110
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 349 =====
## Comment:
## Weir Link: W-106-105
Scenario: Existing
From Node: 106
To Node: 105
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 53.75 ft
Control Elevation: 53.75 ft
Geometry Type: Irregular
Cross Section: X-106-105
Op Table:
Ref Node:
Default: 0.00 ft
Op Table:
## Top Clip
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-107-106
Scenario: Existing
From Node: 107
To Node: 106
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 54.14 ft
Geometry Type: Irregular
Control Elevation: 54.14 ft
Cross Section: X-107-106
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-107-TW-West
Scenario: Existing
From Node: 107
To Node: TW-West
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 350 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 54.20 ft
Control Elevation: 54.20 ft
Op Table:
Cross Section: X-107-TW
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-110-Citrus Outfall
Scenario: Existing
From Node: 110
To Node: Citrus Outfall
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
Geometry Type: Irregular
Cross Section: X-110-Citrus Outfall
Invert: 50.16 ft
Control Elevation: 50.16 ft
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-111-104
Scenario: Existing
From Node: 111
To Node: 104
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.43 ft
Default: 0.00 ft
Control Elevation: 52.43 ft
Cross Section: X-111-104
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 351 =====
## Weir Link: W-112-PEACE
Scenario: Existing
From Node: 112
To Node: Peace River1
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 37.61 ft
Op Table:
Geometry Type: Irregular
Control Elevation: 44.00 ft
Cross Section: X-112-PEACE
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment: Control elevation set at Wetland average elev
## Weir Link: W-113-112
Scenario: Existing
From Node: 113
To Node: 112
Link Count: 1
Flow Direction: Both
Default: 0.00 ft
Bottom Clip
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Top Clip
Ref Node:
Control Elevation: 49.68 ft
Cross Section: X-113-112
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-114-113
Scenario: Existing
From Node: 114
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.10 ft
Control Elevation: 52.10 ft
Default: 0.00 ft
Cross Section: X-114-113
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 352 =====
## Comment:
## Weir Link: W-180-101
| Scenario: | Existing | Bottom Clip |
| From Node: | 180 | Default: | 0.00 ft |
| To Node: | 101 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 55.06 ft | Discharge Coefficients |
| Control Elevation: | 55.06 ft | Weir Default: | 2.800 |
| Cross Section: | X-180-101 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-180-104
Scenario: Existing
From Node: 180
To Node: 104
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 55.05 ft
Geometry Type: Irregular
Control Elevation: 55.05 ft
Cross Section: X-180-104
Op Table:
Ref Node:
## Top Clip
Op Table:
Default: 0.00 ft
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-180-198
Scenario: Existing
From Node: 180
To Node: 198
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 353 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 53.87 ft
Control Elevation: 53.87 ft
Op Table:
Cross Section: XS180-198
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-180-199
Scenario: Existing
From Node: 180
To Node: 199
Bottom Clip
Link Count: 1
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 53.16 ft
Control Elevation: 53.16 ft
Cross Section: X-180-199
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-181-180
Scenario: Existing
From Node: 181
To Node: 180
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.27 ft
Default: 0.00 ft
Control Elevation: 55.27 ft
Cross Section: X-181-180
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 354 =====
## Weir Link: W-181-TW-South
| W-181-TW-South |
| Scenario: | Existing | Bottom Clip |
| From Node: | 181 | Default: 0.00 ft |
| To Node: | TW-south | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 55.39 ft | Discharge Coefficients |
| Control Elevation: | 55.39 ft | Weir Default: 2.800 |
| Cross Section: | X-181-TW | Weir Table: |
| | Orifice Default: 0.600 |
Orifice Table:
## Comment:
## Weir Link: W-198-199
Scenario: Existing
From Node: 198
To Node: 199
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Geometry Type: Irregular
Invert: 51.67 ft
Control Elevation: 51.67 ft
Ref Node:
Cross Section: X-198-199
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-198-Peace River1
Scenario: Existing
From Node: 198
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.90 ft
Control Elevation: 52.90 ft
Cross Section: X-198-Peace River1
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 355 =====
## Comment:
## Weir Link: W-200-111
| Scenario: | Existing | Bottom Clip |
| From Node: | 200 | Default: | 0.00 ft |
| To Node: | 111 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 52.42 ft | Discharge Coefficients |
| Control Elevation: | 52.42 ft | Weir Default: | 2.800 |
| Cross Section: | X-200-111 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-200-201
Scenario: Existing
From Node: 200
To Node: 201
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 50.46 ft
Control Elevation: 50.46 ft
Cross Section: X-200-201
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-200-609
Scenario: Existing
From Node: 200
To Node: 609
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 356 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 50.89 ft
Op Table:
Control Elevation: 50.89 ft
Cross Section: X-200-609
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-201-202
Scenario: Existing
From Node: 201
Link Count: 1
To Node: 202
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Geometry Type: Irregular
Default: 0.00 ft
Invert: 36.16 ft
Control Elevation: 36.16 ft
Op Table:
Cross Section: X-201-202
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-202-203
Scenario: Existing
From Node: 202
To Node: 203
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 38.21 ft
Control Elevation: 38.21 ft
Cross Section: X-202-203
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 357 =====
## Weir Link: W-202-208
| Scenario: | Existing | Bottom Clip |
| From Node: | 202 | Default: 0.00 ft |
| To Node: | 208 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 39.42 ft | Discharge Coefficients |
| Control Elevation: | 39.42 ft | Weir Default: 2.800 |
| Cross Section: | X-202-208 | Weir Table: |
| | Orifice Default: 0.600
Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-203-208
Scenario: Existing
From Node: 203
To Node: 208
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Geometry Type: Irregular
Invert: 38.80 ft
Control Elevation: 38.80 ft
Ref Node:
Top Clip
Default: 0.00 ft
Cross Section: X-203-208
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-203-304
Scenario: Existing
From Node: 203
To Node: 304
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 37.33 ft
Default: 0.00 ft
Control Elevation: 37.33 ft
Cross Section: X-203-304
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 358 =====
## Comment:
## Weir Link: W-203-308
Scenario: Existing
From Node: 203
To Node: 308
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 37.75 ft
Control Elevation: 37.75 ft
Geometry Type: Irregular
Cross Section: X-203-308
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-204-202
Scenario: Existing
From Node: 204
To Node: 202
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 43.50 ft
Geometry Type: Irregular
Control Elevation: 43.50 ft
Cross Section: X-204-202
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-204-209
Scenario: Existing
From Node: 204
To Node: 209
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 359 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 44.31 f
invert: 44.31℃
Control Elevation: 44.31 ft
Cross Section: X-204-209
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-205-112
Scenario: Existing
From Node: 205
To Node: 112
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 47.82 ft
Control Elevation: 47.82 ft
Op Table:
Cross Section: X-205-112
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-205-204
Scenario: Existing
From Node: 205
To Node: 204
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 46.34 ft
Control Elevation: 46.34 ft
Cross Section: X-205-204
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 360 =====
## Weir Link: W-205-209
| Scenario: | Existing | Bottom Clip |
| From Node: | 205 | Default: 0.00 ft |
| To Node: | 209 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 47.00 ft | Discharge Coefficients |
| Control Elevation: | 47.00 ft | Weir Default: 2.800 |
| Cross Section: | X-205-209 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-206-112
Scenario: Existing
From Node: 206
To Node: 112
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.64 ft
Ref Node:
Control Elevation: 49.64 ft
Top Clip
Default: 0.00 ft
Cross Section: X-206-112
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-206-113
Scenario: Existing
From Node: 206
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.40 ft
Default: 0.00 ft
Control Elevation: 50.40 ft
Cross Section: X-206-113
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 361 =====
## Comment:
## Weir Link: W-206-205
| Scenario: | Existing | Bottom Clip |
| From Node: | 206 | Default: 0.00 ft |
| To Node: | 205 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 49.15 ft | Discharge Coefficients |
| Control Elevation: | 49.15 ft | Weir Default: 2.800 |
| Cross Section: | X-206-205 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-207-113
Scenario: Existing
From Node: 207
To Node: 113
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 50.67 ft
Control Elevation: 50.67 ft
Cross Section: X-207-113
Op Table:
Ref Node:
## Top Clip
Op Table:
Default: 0.00 ft
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-207-206
Scenario: Existing
From Node: 207
To Node: 206
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 362 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Default: 0.00 ft
Control Elevation: 49.68 ft
Op Table:
Cross Section: X-207-206
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-208-PEACE
Scenario: Existing
From Node: 208
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Invert: 30.79 ft
Ref Node:
Geometry Type: Irregular
Cross Section: X-208-PEACE
Control Elevation: 30.79 ft
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-209-208
Scenario: Existing
From Node: 209
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 42.90 ft
Default: 0.00 ft
Control Elevation: 42.90 ft
Cross Section: X-209-208
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 363 =====
## Weir Link: W-300-302
| Scenario: | Existing | Bottom Clip |
| From Node: | 300 | Default: 0.00 ft |
| To Node: | 302 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 19.52 ft | Discharge Coefficients |
| Control Elevation: | 19.52 ft | Weir Default: 2.800 |
| Cross Section: | X-300-302 | Weir Table: |
| | Orifice Default: 0.600
Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-302-305
Scenario: Existing
From Node: 302
To Node: 305
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 22.40 ft
Ref Node:
Control Elevation: 22.40 ft
Top Clip
Default: 0.00 ft
Op Table:
Cross Section: X-302-305
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment: SR 72 overtopping weir at EX-2
## Weir Link: W-303-300
Scenario: Existing
From Node: 303
To Node: 300
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 24.99 ft
Control Elevation: 24.99 ft
Cross Section: X-303-300
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 364 =====
## Comment:
## Weir Link: W-303-302
Scenario: Existing
From Node: 303
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 25.27 ft
Control Elevation: 25.27 ft
Geometry Type: Irregular
Cross Section: X-303-302
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-304-302
Scenario: Existing
From Node: 304
To Node: 302
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 32.71 ft
Control Elevation: 32.71 ft
Cross Section: X-304-302
Geometry Type: Irregular
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-304-305
Scenario: Existing
From Node: 304
To Node: 305
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 365 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 32.94 ft
Control Elevation: 32.94 ft
Op Table:
Cross Section: X-304-305
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-304-308
Scenario: Existing
From Node: 304
To Node: 308
Bottom Clip
Link Count: 1
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Control Elevation: 34.11 ft
Invert: 34.11 ft
Op Table:
Cross Section: X-304-308
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-305-306
Scenario: Existing
From Node: 305
To Node: 306
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 19.12 ft
Control Elevation: 19.12 ft
Cross Section: X-305-306
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 366 =====
## Weir Link: W-305-PEACE
Scenario: Existing
From Node: 305
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 19.44 ft
Control Elevation: 19.44 ft
Geometry Type: Irregular
Cross Section: X-305-PEACE
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-306-PEACE
Scenario: Existing
From Node: 306
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Op Table:
Invert: 19.10 ft
Control Elevation: 19.10 ft
Cross Section: X-306-PEACE
Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-308-208
Scenario: Existing
From Node: 308
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 35.34 ft
Control Elevation: 35.34 ft
Default: 0.00 ft
Cross Section: X-308-208
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 367 =====
## Comment:
## Weir Link: W-308-305
| Scenario: | Existing | Bottom Clip |
| From Node: | 308 | Default: | 0.00 ft |
| To Node: | 305 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 33.42 ft | Discharge Coefficients |
| Control Elevation: | 33.42 ft | Weir Default: | 2.800 |
| Cross Section: | X-308-305 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-400-401
Scenario: Existing
From Node: 400
To Node: 401
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 32.65 ft
Control Elevation: 32.65 ft
Geometry Type: Irregular
Cross Section: X-400-401
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-401-300
Scenario: Existing
From Node: 401
To Node: 300
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 368 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.69 ft
Default: 0.00 ft
Op Table:
Control Elevation: 19.69 ft
Cross Section: X-401-300
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-401-302
Scenario: Existing
From Node: 401
Bottom Clip
To Node: 302
Link Count: 1
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Geometry Type: Irregular
Invert: 20.38 ft
Control Elevation: 20.38 ft
Default: 0.00 ft
Op Table:
Cross Section: X-401-302
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-401-402
Scenario: Existing
From Node: 401
To Node: 402
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 20.15 ft
Control Elevation: 20.15 ft
Cross Section: X-401-402
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 369 =====
## Weir Link: W-402-302
| Scenario: | Existing | Bottom Clip |
| From Node: | 402 | Default: 0.00 ft |
| To Node: | 302 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 20.12 ft | Discharge Coefficients |
| Control Elevation: | 20.12 ft | Weir Default: 2.800 |
| Cross Section: | X-402-302 | Weir Table: |
| | Orifice Default: 0.600
Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-402-305
Scenario: Existing
From Node: 402
To Node: 305
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 23.03 ft
Ref Node:
Control Elevation: 23.03 ft
Top Clip
Default: 0.00 ft
Op Table:
Cross Section: X-402-305
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment: SR 72 overtopping weir at EX-3
## Weir Link: W-402-407
Scenario: Existing
From Node: 402
To Node: 407
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 24.66 ft
Control Elevation: 24.66 ft
Cross Section: X-402-407
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 370 =====
## Comment:
## Weir Link: W-402-408
Scenario: Existing
From Node: 402
To Node: 408
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 26.47 ft
Default: 0.00 ft
Geometry Type: Irregular
Control Elevation: 26.47 ft
Cross Section: X-402-408
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-403-406
Scenario: Existing
From Node: 403
To Node: 406
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 41.29 ft
Control Elevation: 41.29 ft
Geometry Type: Irregular
Cross Section: X-403-406
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-404-400
Scenario: Existing
From Node: 404
To Node: 400
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 371 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
nvert: 40.75 ft
Control Elevation: 40.75 ft
Op Table:
Cross Section: X-404-400
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-406-402
Scenario: Existing
From Node: 406
To Node: 402
Bottom Clip
Link Count: 1
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Control Elevation: 24.44 ft
Invert: 24.44 ft
Cross Section: X-406-402
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-407-305
Scenario: Existing
From Node: 407
To Node: 305
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 19.67 ft
Control Elevation: 19.67 ft
Cross Section: X-407-305
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 372 =====
## Weir Link: W-407-408
Scenario: Existing
From Node: 407
To Node: 408
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 27.15 ft
Geometry Type: Irregular
Control Elevation: 27.15 ft
Op Table:
Cross Section: X-407-408
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-408-PEACE
Scenario: Existing
From Node: 408
To Node: Peace River US
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 20.47 ft
Control Elevation: 20.47 ft
Op Table:
Cross Section: X-408-PEACE
Default: 0.00 ft
Top Clip
Ref Node:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-409-PEACE
Scenario: Existing
From Node: 409
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 22.40 ft
Control Elevation: 22.40 ft
Bottom Clip
Cross Section: X-409-PEACE
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 373 =====
## Comment:
## Weir Link: W-500-501
| Scenario: | Existing | Bottom Clip |
| From Node: | 500 | Default: | 0.00 ft |
| To Node: | 501 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 49.51 ft | Discharge Coefficients |
| Control Elevation: | 49.51 ft | Weir Default: | 2.800 |
| Cross Section: | X-500-501 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-501-403
Scenario: Existing
From Node: 501
To Node: 403
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Paved Road Vertical
Invert: 43.81 ft
Control Elevation: 43.81 ft
Geometry Type: Irregular
Cross Section: X-501-403
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-502-406
Scenario: Existing
From Node: 502
To Node: 406
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 374 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 44.92 ft
Control Elevation: 44.92 ft
Op Table:
Cross Section: X-502-406
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-502-501
Scenario: Existing
From Node: 502
To Node: 501
Bottom Clip
Link Count: 1
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 43.48 ft
Control Elevation: 43.48 ft
Op Table:
Cross Section: X-502-501
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-503-609
Scenario: Existing
From Node: 503
To Node: 609
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-503-609
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 375 =====
## Weir Link: W-600-601
| Scenario: | Existing | Bottom Clip |
| From Node: | 600 | Default: | 0.00 ft |
| To Node: | 601 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 48.68 ft | Discharge Coefficients |
| Control Elevation: | 48.68 ft | Weir Default: | 2.800 |
| Cross Section: | X-600-601 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-600-609
Scenario: Existing
From Node: 600
To Node: 609
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Geometry Type: Irregular
Invert: 50.45 ft
Ref Node:
Top Clip
Control Elevation: 50.45 ft
Default: 0.00 ft
Cross Section: X-600-609
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-601-503
Scenario: Existing
From Node: 601
To Node: 503
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.72 ft
Control Elevation: 50.72 ft
Default: 0.00 ft
Cross Section: X-601-503
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 376 =====
## Comment:
## Weir Link: W-602-600
| Scenario: | Existing | Bottom Clip |
| From Node: | 602 | Default: | 0.00 ft |
| To Node: | 600 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 51.59 ft | Discharge Coefficients |
| Control Elevation: | 51.59 ft | Weir Default: | 2.800 |
| Cross Section: | X-602-600 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-603-600
Scenario: Existing
From Node: 603
To Node: 600
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 51.61 ft
Control Elevation: 51.61 ft
Geometry Type: Irregular
Cross Section: X-603-600
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-603-602
Scenario: Existing
From Node: 603
To Node: 602
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 377 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.59 ft
Default: 0.00 ft
Op Table:
Control Elevation: 51.59 ft
Cross Section: X-603-602
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-604-605
Scenario: Existing
From Node: 604
Link Count: 1
To Node: 605
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 53.73 ft
Control Elevation: 53.73 ft
Cross Section: X-604-605
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-604-PeaceTrib1
Scenario: Existing
From Node: 604
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Bottom Clip
Invert: 53.97 ft
Control Elevation: 53.97 ft
Default: 0.00 ft
Cross Section: X-604-PeaceTrib1
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 378 =====
## Weir Link: W-605-PeaceTrib1
Scenario: Existing
From Node: 605
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 53.23 ft
Geometry Type: Irregular
Control Elevation: 53.23 ft
Cross Section: X-605-PeaceTrib1
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-606-603
Scenario: Existing
From Node: 606
To Node: 603
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 55.13 ft
Geometry Type: Irregular
Ref Node:
Top Clip
Cross Section: X-606-603
Control Elevation: 55.13 ft
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-606-811
Scenario: Existing
From Node: 606
To Node: 811
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 54.47 ft
Control Elevation: 54.47 ft
Cross Section: X-606-811
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 379 =====
## Comment:
## Weir Link: W-607-603
| Scenario: Existing | Bottom Clip |
| From Node: 607 | Default: 0.00 ft |
| To Node: 603 | Op Table: |
| Link Count: 1 | Ref Node: |
| Flow Direction: Both | Top Clip |
| Damping: 0.0000 ft | Default: 0.00 ft |
| Weir Type: Broad Crested Vertical | Op Table: |
| Geometry Type: Irregular | Ref Node: |
| Invert: 52.27 ft | Discharge Coefficients |
| Control Elevation: 52.27 ft | Weir Default: 2.800 |
| Cross Section: X-607-603 | Weir Table: |
| Orifice Default: 0.600 |
## Comment:
Orifice Table:
## Weir Link: W-608-606
Scenario: Existing
From Node: 608
To Node: 606
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.92 ft
Control Elevation: 54.92 ft
Geometry Type: Irregular
Cross Section: X-608-606
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-608-819
Scenario: Existing
From Node: 608
To Node: 819
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 380 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 55.47 ft
Control Elevation: 55.47 ft
Op Table:
Cross Section: X-608-819
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-609-601
Scenario: Existing
From Node: 609
To Node: 601
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 49.41 ft
Op Table:
Control Elevation: 49.41 ft
Cross Section: X-609-601
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-801-803
Scenario: Existing
From Node: 801
To Node: 803
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.79 ft
Default: 0.00 ft
Control Elevation: 52.79 ft
Cross Section: X-801-803
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 381 =====
## Weir Link: W-801-TW-North
Scenario: Existing
From Node: 801
To Node: TW-North
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.09 ft
Control Elevation: 54.09 ft
Geometry Type: Irregular
Cross Section: X-801-TW-North
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-803-605
Scenario: Existing
From Node: 803
To Node: 605
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 53.88 ft
Geometry Type: Irregular
Ref Node:
Top Clip
Cross Section: X-803-605
Control Elevation: 53.88 ft
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-803-812
Scenario: Existing
From Node: 803
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 56.22 ft
Control Elevation: 56.22 ft
Cross Section: X-803-812
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 382 =====
## Comment:
## Weir Link: W-805-TW-West
Scenario: Existing
From Node: 805
To Node: TW-West
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 49.48 ft
Default: 0.00 ft
Geometry Type: Irregular
Control Elevation: 49.48 ft
Cross Section: X-805-TW-West
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-806-805
Scenario: Existing
From Node: 806
To Node: 805
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 52.74 ft
Geometry Type: Irregular
Control Elevation: 52.74 ft
Cross Section: X-806-805
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-806-TW-West
Scenario: Existing
From Node: 806
To Node: TW-West
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 383 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.73 ft
Default: 0.00 ft
Control Elevation: 52.73 ft
Op Table:
Cross Section: X-806-TW-West
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-807-806
Scenario: Existing
From Node: 807
To Node: 806
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 51.68 ft
Control Elevation: 51.68 ft
Cross Section: X-807-806
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-808-813
Scenario: Existing
From Node: 808
To Node: 813
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 53.85 ft
Control Elevation: 53.85 ft
Cross Section: X-808-813
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 384 =====
## Weir Link: W-808-818
Scenario: Existing
From Node: 808
To Node: 818
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 53.60 ft
Control Elevation: 53.60 ft
Op Table:
Cross Section: X-808-818
Geometry Type: Irregular
Ref Node:
Default: 0.00 ft
Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-809-807
Scenario: Existing
From Node: 809
To Node: 807
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 52.99 ft
Geometry Type: Irregular
Control Elevation: 52.99 ft
Ref Node:
Top Clip
Default: 0.00 ft
Cross Section: X-809-807
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-809-TW-West
Scenario: Existing
From Node: 809
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.32 ft
Bottom Clip
Control Elevation: 53.32 ft
Cross Section: X-809-TW-West
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 385 =====
## Comment:
## Weir Link: W-810-808
| Scenario: | Existing | Bottom Clip |
| From Node: | 810 | Default: | 0.00 ft |
| To Node: | 808 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 54.29 ft | Discharge Coefficients |
| Control Elevation: | 54.29 ft | Weir Default: | 2.800 |
| Cross Section: | X-810-808 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-810-812
Scenario: Existing
From Node: 810
To Node: 812
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 54.37 ft
Control Elevation: 54.37 ft
Geometry Type: Irregular
Cross Section: X-810-812
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-811-808
Scenario: Existing
From Node: 811
To Node: 808
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 386 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 53.34 ft
Control Elevation: 53.34 ft
Op Table:
Cross Section: X-811-808
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-811-818
Scenario: Existing
From Node: 811
To Node: 818
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 53.99 ft
Op Table:
Control Elevation: 53.99 ft
Cross Section: X-811-818
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-812-807
Scenario: Existing
From Node: 812
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-812-807
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 387 =====
## Weir Link: W-813-803
Scenario: Existing
From Node: 813
To Node: 803
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 54.20 ft
Control Elevation: 54.20 ft
Cross Section: X-813-803
Op Table:
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-813-812
Scenario: Existing
From Node: 813
To Node: 812
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 54.13 ft
Geometry Type: Irregular
Control Elevation: 54.13 ft
Top Clip
Ref Node:
Default: 0.00 ft
Cross Section: X-813-812
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-814-809
Scenario: Existing
From Node: 814
To Node: 809
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 52.30 ft
Default: 0.00 ft
Control Elevation: 52.30 ft
Cross Section: X-814-809
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 388 =====
## Comment:
## Weir Link: W-815-809
| Scenario: | Existing | Bottom Clip |
| From Node: | 815 | Default: 0.00 ft |
| To Node: | 809 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 54.33 ft | Discharge Coefficients |
| Control Elevation: | 54.33 ft | Weir Default: 2.800 |
| Cross Section: | X-815-809 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-816-106
Scenario: Existing
From Node: 816
To Node: 106
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 54.51 ft
Control Elevation: 54.51 ft
Cross Section: X-816-106
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-816-806
Scenario: Existing
From Node: 816
To Node: 806
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 389 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 54.50 ft
Control Elevation: 54.50 ft
Op Table:
Cross Section: X-816-806
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-817-106
Scenario: Existing
From Node: 817
To Node: 106
Bottom Clip
Link Count: 1
Flow Direction: Both
Default: 0.00 ft
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 54.19 ft
Op Table:
Control Elevation: 54.19 ft
Cross Section: X-817-106
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-817-806
Scenario: Existing
From Node: 817
To Node: 806
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 54.21 ft
Control Elevation: 54.21 ft
Cross Section: X-817-806
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 390 =====
## Weir Link: W-818-807
| Scenario: | Existing | Bottom Clip |
| From Node: | 818 | Default: 0.00 ft |
| To Node: | 807 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 52.98 ft | Discharge Coefficients |
| Control Elevation: | 52.98 ft | Weir Default: 2.800 |
| Cross Section: | X-818-807 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-819-811
Scenario: Existing
From Node: 819
To Node: 811
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Invert: 54.94 ft
Geometry Type: Irregular
Ref Node:
Control Elevation: 54.94 ft
Top Clip
Default: 0.00 ft
Cross Section: X-819-811
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-819-818
Scenario: Existing
From Node: 819
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.14 ft
Control Elevation: 55.14 ft
Default: 0.00 ft
Cross Section: X-819-818
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 391 =====
## Comment:
## Weir Link: W-Citrus Outfall-104
| Scenario: | Existing | Bottom Clip |
| From Node: | Citrus Outfall | Default: | 0.00 ft |
| To Node: | 104 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 50.16 ft | Discharge Coefficients |
| Control Elevation: | 50.16 ft | Weir Default: | 2.800 |
| Cross Section: | X-Citrus Outfall-104 | Weir Table: |
| | Orifice Default: | 0.600 |
## Comment:
Orifice Table:
| Line Link: CD-1 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 28.90 ft | Invert: | 28.50 ft |
| From Node: | 202 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 208 | Geometry: | Rectangular | Geometry: | Rectangular |
| Link Count: | 1 | Max Depth: | 8.00 ft | Max Depth: | 8.00 ft |
| Flow Direction: | Both | Max Width: | 8.00 ft | Max Width: | 8.00 ft |
| Damping: | 0.0000 ft | Fillet: | 0.00 ft | Fillet: | 0.00 ft |
| Length: | 85.00 ft | Bottom Clip |
| FHWA Code: | 11 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.50 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | Top Clip |
| Energy Switch: | Energy | Default: | 0.00 ft | Default: | 0.00 ft |
| Op Table: | | Op Table: | |
| Ref Node: | | Ref Node: | |
| Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Manning's N: 0.0000
Manning's N: 0.0000
## Comment:
| Pipe Link: CD-2 | Upstream | Downstream |
| Scenario: PD&E | Invert: 17.63 ft | Invert: 17.80 ft |
| From Node: 302 | Manning's N: 0.0120 | Manning's N: 0.0120 |
===== PAGE 392 =====
| To Node: | 305 | Geometry: Circular | Geometry: Circular |
| Link Count: | 2 | Max Depth: | 2.50 ft | Max Depth: | 2.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 250.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
## Comment:
| Pipe Link: CD-5 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 40.33 ft | Invert: | 40.29 ft |
| From Node: | 501 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Peace River Trib2 | Geometry: Horizontal Ellipse | Geometry: Horizontal Ellipse |
| Link Count: | 1 | Max Depth: | 1.92 ft | Max Depth: | 1.92 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 69.42 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
| Pipe Link: CD-6 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 46.45 ft | Invert: | 47.05 ft |
| From Node: | 601 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Peace River Trib1 | Geometry: Circular | Geometry: Circular |
| Link Count: | 3 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 65.54 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
5/16/2023 17:34
===== PAGE 393 =====
| Manning's N: 0.0000 | Manning's N: 0.0000 |
| Comment: Field visited; Pipe size, material, and inverts are updated based on SR 70 survey (APR2022) |
| Drop Structure Link: Citrus Outfall | Upstream Pipe | Downstream Pipe |
| Scenario: | PD&E | Invert: | 44.90 ft | Invert: | 44.80 ft |
| From Node: | Citrus Pond 2 | Manning's N: | 0.0130 | Manning's N: | 0.0130 |
| To Node: | Citrus Outfall | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Solution: | Combine | Default: | 0.00 ft | Default: | 0.00 ft |
| Increments: | 10 | Op Table: | | Op Table: | |
| Pipe Count: | 1 | Ref Node: | | Ref Node: | |
| Damping: | 0.0000 ft | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Length: | 50.00 ft | Top Clip |
| FHWA Code: | 1 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.00 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 1.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | | | | |
| Energy Switch: | Energy | | | | |
| Pipe Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| Weir Component |
| Weir: | 1 | Bottom Clip |
| Weir Count: | 1 | Default: | 0.00 ft |
| Weir Flow Direction: | Both | Op Table: |
| Damping: | 0.0000 ft | Ref Node: |
| Weir Type: | Sharp Crested Vertical | Top Clip |
| Geometry Type: | Circular | Default: | 0.00 ft |
| Invert: | 48.40 ft | Op Table: |
| Control Elevation: | 48.40 ft | Ref Node: |
| Max Depth: | 0.48 ft | Discharge Coefficients |
| | Weir Default: | 3.200 |
| | Weir Table: |
| | Orifice Default: | 0.600 |
Orifice Table:
## Weir Comment: Converted to NAVD
## Weir Component
Weir: 2
| Weir: 2 | Bottom C1 |
| Weir Count: 1 | Default: 0.0 |
| Weir Flow Direction: Both | Op Table: |
| Damping: 0.0000 ft | Ref Node: |
| Weir Type: Sharp Crested Vertical | Top Clip |
| Geometry Type: Rectangular | Default: 0.0 |
| Invert: 49.27 ft | Op Table: |
| Control Elevation: 49.27 ft | Ref Node: |
## Bottom Clip
===== PAGE 394 =====
| Max Depth: 1.38 ft | Discharge Coefficients |
| Max Width: 8.00 ft | Weir Default: 3.200 |
| Fillet: 0.00 ft | Weir Table: 0.600 |
| Orifice Default: 0.600 |
| Orifice Table: 0.600 |
| Weir Comment: Converted to NAVD |
| Weir Component |
| Weir: | 3 | Bottom Clip |
| Weir Count: | 1 | Default: | 0.00 ft |
| Weir Flow Direction: | Both | Op Table: 0.00 ft |
| Damping: | 0.0000 ft | Ref Node: 0.00 ft |
| Weir Type: | Horizontal | Top Clip 0.00 ft |
| Geometry Type: | Rectangular Invert: 50.90 ft | Default: 0.00 ft |
| Control Elevation: | 50.90 ft | Op Table: 0.00 ft |
| Max Depth: | 3.00 ft | Ref Node: 0.00 ft |
| Max Width: | 6.58 ft | Discharge Coefficients 3.200 |
| Fillet: | 0.00 ft | Weir Default: 0.600 |
| Orifice Default: 0.600 |
| Orifice Table: 0.600 |
| Weir Comment: Converted to NAVD |
| Drop Structure Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| Joe Link: Citrus Pond Pipes | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 46.20 ft | Invert: | 45.90 ft |
| From Node: | Citrus Pond 1 | Manning's N: | 0.0120 | Manning's N: |
| To Node: | Citrus Pond 2 | Geometry: Circular | Geometry: Circular |
| Link Count: | 2 | Max Depth: | 2.00 ft | Max Depth: |
| Flow Direction: | Both | | | Bottom Clip | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: |
| Length: | 60.00 ft | Op Table: | | Op Table: |
| FHWA Code: | 5 | Ref Node: | | Ref Node: |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: |
| Exit Loss Coef: | 1.00 | | Top Clip | |
| Bend Loss Coef: | 0.00 | | Default: | 0.00 ft | Default: |
| Bend Location: | 0.00 dec | | Op Table: | | Op Table: |
| Energy Switch: | Energy | | Ref Node: | | Ref Node: |
| | | Manning's N: | 0.0000 | Manning's N: |
| | | | | 0.0000 |
| Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| Pipe Link: Citrus Pond Pipes NEW | Upstream | Downstream |
| Scenario: PD&E | Invert: 46.20 ft | Invert: 45.90 ft |
===== PAGE 395 =====
| From Node: | Citrus Pond 1 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Citrus Pond 2 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
| Channel Link: Citrus Site Swale | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 44.30 ft | Invert: | 43.00 ft |
| From Node: | Citrus Swale US | Manning's N: | 0.2400 | Manning's N: | 0.2400 |
| To Node: | Citrus Swale DS | Geometry: | Trapezoidal | Geometry: | Trapezoidal |
| Link Count: | 1 | Max Depth: | 999.00 ft | Max Depth: | 999.00 ft |
| Flow Direction: | Both | Extrapolation: | Normal | Extrapolation: | Normal |
| Damping: | 0.0000 ft | Bottom Width: | 12.00 ft | Bottom Width: | 12.00 ft |
| Length: | 1080.00 ft | Left Slope: | 1.000 (h:v) | Left Slope: | 1.000 (h:v) |
| Contraction Coef: | 0.10 | Right Slope: | 1.000 (h:v) | Right Slope: | 1.000 (h:v) |
| Expansion Coef: | 0.30 | Bottom Clip |
| Entr Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Exit Loss Coef: | 0.00 | Op Table: | | Op Table: | |
| Bend Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Location: | 0.00 dec | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Energy Switch: | Energy | Top Clip |
| | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
| Pipe Link: Citrus Swale Pipe | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 42.90 ft | Invert: | 42.70 ft |
| From Node: | Citrus Swale DS | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Citrus Pond 1 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 80.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
5/16/2023 17:34
===== PAGE 396 =====
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD |
| 52.3 |
| Drop Structure Link: D-200 | Upstream Pipe | Downstream Pipe |
| Scenario: | PD&E | Invert: | 47.00 ft | Invert: | 46.90 ft |
| From Node: | 200 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 201 | Geometry: Horizontal Ellipse | Geometry: Horizontal Ellipse |
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Solution: | Combine | Default: | 0.00 ft | Default: | 0.00 ft |
| Increments: | 0 | Op Table: | | Op Table: | |
| Pipe Count: | 1 | Ref Node: | | Ref Node: | |
| Damping: | 0.0000 ft | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Length: | 30.00 ft | Top Clip |
| FHWA Code: | 3 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.20 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 1.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | | | | |
| Energy Switch: | Energy | | | | |
Pipe Comment: Field verified; Inverts estimated from DEM
| Weir Component |
| Weir: | 1 | Bottom Clip |
| Weir Count: | 1 | Default: 0.00 ft |
| Weir Flow Direction: | Both | Op Table: |
| Damping: | 0.0000 ft | Ref Node: |
| Weir Type: | Broad Crested Vertical | Top Clip |
| Geometry Type: | Rectangular | Default: 0.00 ft |
| Invert: | 47.00 ft | Op Table: |
| Control Elevation: | 47.50 ft | Ref Node: |
| Max Depth: | 999.00 ft | Discharge Coefficients |
| Max Width: | 100.00 ft | Weir Default: 3.200 |
| Fillet: | 0.00 ft | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Weir Comment: Used to model SHWT upstream
===== PAGE 397 =====
| Pipe Link: EX-0 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 40.70 ft | Invert: | 38.60 ft |
| From Node: | 102 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 113 | Geometry: | Rectangular | Geometry: | Rectangular |
| Link Count: | 1 | Max Depth: | 8.00 ft | Max Depth: | 8.00 ft |
| Flow Direction: | Both | Max Width: | 8.00 ft | Max Width: | 8.00 ft |
| Damping: | 0.0000 ft | Fillet: | 0.00 ft | Fillet: | 0.00 ft |
| Length: | 78.00 ft | Bottom Clip |
| FHWA Code: | 11 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.50 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | Top Clip |
| Energy Switch: | Energy | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: EX-3_1 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 19.22 ft | Invert: | 19.01 ft |
| From Node: | 402 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 407 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | None | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 76.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: EX-3_2 | Upstream | Downstream |
| Scenario: PD&E | Invert: 19.16 ft | Invert: 19.17 ft |
| From Node: 402 | Manning's N: 0.0120 | Manning's N: 0.0120 |
| To Node: 407 | Geometry: Circular | Geometry: Circular |
| Link Count: 1 | Max Depth: 2.00 ft | Max Depth: 2.00 ft |
| Flow Direction: None | Bottom Clip |
| Damping: 0.0000 ft | Default: 0.00 ft | Default: 0.00 ft |
| Length: 76.00 ft | Op Table: | Op Table: |
| FHWA Code: 1 | Ref Node: | Ref Node: |
5/16/2023 17:34
===== PAGE 398 =====
| Pipe Link: P-101-104 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 50.30 ft | Invert: | 50.20 ft | |
| From Node: | 101 | Manning's N: | 0.0220 | Manning's N: | 0.0220 | |
| To Node: | 104 | Geometry: | Circular | Geometry: | Circular | |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft | |
| Flow Direction: | Both | | | Bottom Clip | | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft | |
| Length: | 70.00 ft | Op Table: | | Op Table: | | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 | |
| Exit Loss Coef: | 0.00 | | | Top Clip | | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft | |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 | |
| Comment: Pipe size from SWFWMD ERP Permit 11050.010; Inverts estimated of off DEM |
| Pipe Link: P-100 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 52.80 ft | | Invert: | 49.80 ft |
| From Node: | 100 | Manning's N: | 0.0120 | | Manning's N: | 0.0120 |
| To Node: | Citrus Outfall | Geometry: | Circular | | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.25 ft | | Max Depth: | 1.25 ft |
| Flow Direction: | Both | | | Bottom Clip | | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | | Default: | 0.00 ft |
| Length: | 70.00 ft | Op Table: | | | Op Table: | |
| FHWA Code: | 6 | Ref Node: | | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | | | Top Clip | | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | | Ref Node: | |
| | Manning's N: | 0.0000 | | Manning's N: | 0.0000 |
| Comment: Pipe Size Estimated; Inverts estimated from DEM |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: From Survey |
===== PAGE 399 =====
| Pipe Link: P-101-TW-South | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 52.50 ft | Invert: | 52.00 ft |
| From Node: | 101 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | TW-south | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 230.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Visible from Google Earth; Pipe size and inverts assumed
| Pipe Link: P-102A-207 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 48.19 ft | Invert: | 48.11 ft |
| From Node: | 102A | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 207 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 39.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| pe Link: P-102C-102B | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 50.31 ft | Invert: | 50.19 ft |
| From Node: | 102C | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 102B | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 32.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
5/16/2023 17:34
===== PAGE 400 =====
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-102D-102C | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 50.24 ft | Invert: | 50.34 ft |
| From Node: | 102D | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 102C | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 33.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-103-105_1 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 52.50 ft | Invert: | 52.30 ft |
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: visible from Google Earth; pipe size and inverts assumed
| Pipe Link: P-103-105_2 | Upstream | Downstream |
| Scenario: PD&E | Invert: 51.20 ft | Invert: 51.00 ft |
===== PAGE 401 =====
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: visible from Google Earth; pipe size and inverts assumed
| e Link: P-103-105_3 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 51.30 ft | Invert: | 51.10 ft |
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: visible from Google Earth; pipe size and inverts assumed
| Pipe Link: P-103-105_4 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 51.60 ft | Invert: | 51.40 ft |
| From Node: | 103 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 105 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
5/16/2023 17:34
===== PAGE 402 =====
| Energy Switch: Energy | Ref Node: Manning's N: 0.0000 | Ref Node: Manning's N: 0.0000 |
| Comment: visible from Google Earth; pipe size and inverts assumed |
| Pipe Link: P-104-102 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 48.40 ft | Invert: | 48.20 ft |
| From Node: | 104 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 102 | Geometry: Circular | Geometry: Circular |
| Link Count: | 2 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 40.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 4 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Field Verified; Inverts estimated from DEM
| Pipe Link: P-113-112 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 38.82 ft | Invert: | 38.91 ft |
| From Node: | 113 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 112 | Geometry: | Rectangular | Geometry: | Rectangular |
| Link Count: | 1 | Max Depth: | 8.00 ft | Max Depth: | 8.00 ft |
| Flow Direction: | Both | Max Width: | 8.00 ft | Max Width: | 8.00 ft |
| Damping: | 0.0000 ft | Fillet: | 0.00 ft | Fillet: | 0.00 ft |
| Length: | 76.00 ft | Bottom Clip |
| FHWA Code: | 11 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.50 | Op Table: | | Op Table: | |
| Exit Loss Coef: | 0.00 | Ref Node: | | Ref Node: | |
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | Top Clip |
| Energy Switch: | Energy | Default: | 0.00 ft | Default: | 0.00 ft |
| | Op Table: | | Op Table: | |
| | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-180-104 | Upstream | Downstream |
| Scenario: PD&E | Invert: 50.50 ft | Invert: 49.30 ft |
===== PAGE 403 =====
| From Node: | 180 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 104 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 72.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
| Pipe Link: P-199-104 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 48.80 ft | Invert: | 47.80 ft |
| From Node: | 199 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 104 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 64.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
| Pipe Link: P-203-202 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 35.94 ft | Invert: | 35.34 ft |
| From Node: | 203 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 202 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | None | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
5/16/2023 17:34
===== PAGE 404 =====
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-203-304 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 35.44 ft | Invert: | 35.53 ft |
| From Node: | 203 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 304 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-204-202 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 39.47 ft | Invert: | 39.35 ft |
| From Node: | 204 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 202 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-205-204 | Upstream | Downstream |
| Scenario: PD&E | Invert: 45.11 ft | Invert: 44.80 ft |
===== PAGE 405 =====
| From Node: | 205 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 204 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 63.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-206-205 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 46.96 ft | Invert: | 46.79 ft |
| From Node: | 206 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 205 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 71.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey
| Pipe Link: P-207-206 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 47.47 ft | Invert: | 47.15 ft |
| From Node: | 207 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 206 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 31.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
5/16/2023 17:34
===== PAGE 406 =====
| Energy Switch: Energy | Ref Node: Manning's N: 0.0000 | Ref Node: Manning's N: 0.0000 |
Comment: From Survey
| Pipe Link: P-209-208 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 39.58 ft | Invert: | 38.49 ft |
| From Node: | 209 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 208 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 58.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-304-302 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 30.57 ft | Invert: | 30.10 ft |
| From Node: | 304 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 302 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 48.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-308-305 | Upstream | Downstream |
| Scenario: PD&E | Invert: 29.98 ft | Invert: 29.79 ft |
| From Node: 308 | Manning's N: 0.0220 | Manning's N: 0.0220 |
| To Node: 305 | Geometry: Circular | Geometry: Circular |
5/16/2023 17:34
===== PAGE 407 =====
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Survey; Existing Side Drain
| Pipe Link: P-403 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 39.75 ft | Invert: | 39.37 ft |
| From Node: | 403 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 406 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 35.90 ft | Op Table: | | Op Table: | |
| FHWA Code: | 1 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-409-PEACE | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 20.58 ft | Invert: | 20.09 ft |
| From Node: | 409 | Manning's N: | 0.0100 | Manning's N: | 0.0100 |
| To Node: | Peace River1 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 40.10 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
===== PAGE 408 =====
| Comment: US & DS inverts are from SR 70 Survey |
| Pipe Link: P-503-501 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 48.29 ft | Invert: | 48.24 ft |
| From Node: | 503 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 501 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 72.24 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-503-601 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 47.99 ft | Invert: | 48.36 ft |
| From Node: | 503 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 601 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.36 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-602-601 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 50.00 ft | Invert: | 49.73 ft |
| From Node: | 602 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 601 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
5/16/2023 17:34
===== PAGE 409 =====
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 63.98 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-603-602 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 50.79 ft | Invert: | 50.38 ft |
| From Node: | 603 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 602 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 40.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 0 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment:
| Pipe Link: P-603A | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 50.50 ft | Invert: | 49.70 ft |
| From Node: | 603 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 600 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 30.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 6 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.20 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: From Field Review- Pipe poor condition; Inverts estimated from DEM
===== PAGE 410 =====
| Pipe Link: P-606-603 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 52.21 ft | Invert: | 52.02 ft |
| From Node: | 606 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 603 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 57.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 0 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: |
Comment:
| Pipe Link: P-606-604 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 54.09 ft | Invert: | 53.98 ft |
| From Node: | 606 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 604 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.50 ft | Max Depth: | 2.50 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 66.10 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
## Pipe Link: P-606-811
Scenario: PD&E
From Node: 606
| Upstream | Downstream |
| Invert: 51.49 ft | Invert: 51.58 ft |
| Manning's N: 0.0220 | Manning's N: 0.0220 |
| Geometry: Circular | Geometry: Circular |
| Max Depth: 2.00 ft | Max Depth: 2.00 ft |
| Bottom Clip |
| Default: 0.00 ft | Default: 0.00 ft |
| Op Table: | Op Table: |
| Ref Node: | Ref Node: |
| Manning's N: 0.0000 | Manning's N: 0.0000 |
| Top Clip |
Link Count: 1
To Node: 811
Flow Direction: Both
Damping: 0.0000 ft
Length: 55.23 ft
FHWA Code: 5
Entr Loss Coef: 0.70
Exit Loss Coef: 0.00
Top Clip
5/16/2023 17:34
===== PAGE 411 =====
| Pipe Link: P-609-404 | Upstream | Downstream |
| Scenario: PD&E | Invert: 48.60 ft | Invert: 48.50 ft |
| Pipe Link: P-607-600 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 51.50 ft | Invert: | 51.40 ft | |
| From Node: | 607 | Manning's N: | 0.0220 | Manning's N: | 0.0220 | |
| To Node: | 600 | Geometry: | Circular | Geometry: | Circular | |
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft | |
| Flow Direction: | Both | | | Bottom Clip | | |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft | |
| Length: | 40.00 ft | Op Table: | | Op Table: | | |
| FHWA Code: | 4 | Ref Node: | | Ref Node: | | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 | |
| Exit Loss Coef: | 0.00 | | | Top Clip | | |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft | |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 | |
| Comment: Field Visit; Pipe Size estimated; Inverts estimated from DEM |
| Pipe Link: P-607-200 | Upstream | Downstream |
| Scenario: PD&E | Invert: 50.80 ft | Invert: 50.70 ft |
| From Node: 607 | Manning's N: 0.0220 | Manning's N: 0.0220 |
| To Node: 200 | Geometry: Circular | Geometry: Circular |
| Link Count: 1 | Max Depth: 1.50 ft | Max Depth: 1.50 ft |
| Flow Direction: Both | Bottom Clip |
| Damping: 0.0000 ft | Default: 0.00 ft | Default: 0.00 ft |
| Length: 40.00 ft | Op Table: | Op Table: |
| FHWA Code: 6 | Ref Node: | Ref Node: |
| Entr Loss Coef: 0.20 | Manning's N: 0.0000 | Manning's N: 0.0000 |
| Exit Loss Coef: 1.00 | Top Clip |
| Bend Loss Coef: 0.00 | Default: 0.00 ft | Default: 0.00 ft |
| Bend Location: 0.00 dec | Op Table: | Op Table: |
| Energy Switch: Energy | Ref Node: | Ref Node: |
| Manning's N: 0.0000 | Manning's N: 0.0000 |
| Comment: Field Visit: Pipe Size estimated; Inverts estimated from DEM |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Comment: Pipe size,material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated |
===== PAGE 412 =====
| From Node: | 609 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 404 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Field visit confirmed location of cross drain; size and invert assumed
| e Link: P-803-812 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 49.39 ft | Invert: | 49.38 ft |
| From Node: | 803 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 812 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 64.66 ft | Op Table: | | Op Table: | |
| FHWA Code: | 2 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-808-813 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 51.68 ft | Invert: | 52.37 ft |
| From Node: | 808 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 813 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 46.35 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
===== PAGE 413 =====
| Energy Switch: Energy | Ref Node: Manning's N: 0.0000 | Ref Node: Manning's N: 0.0000 |
| Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated |
| Pipe Link: P-811-808 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 52.26 ft | Invert: | 52.17 ft |
| From Node: | 811 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 808 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 78.23 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-813-803 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 52.78 ft | Invert: | 52.14 ft |
| From Node: | 813 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 803 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.87 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-814-TW-West | Upstream | Downstream |
| Scenario: PD&E | Invert: 52.10 ft | Invert: 51.90 ft |
| From Node: 814 | Manning's N: 0.0220 | Manning's N: 0.0220 |
| To Node: TW-West | Geometry: Circular | Geometry: Circular |
===== PAGE 414 =====
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 58.84 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-815-812 | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 51.74 ft | Invert: | 51.78 ft |
| From Node: | 815 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 812 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 42.78 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
| | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
| Pipe Link: P-Citrus Outfall | Upstream | Downstream |
| Scenario: | PD&E | Invert: | 48.00 ft | Invert: | 47.90 ft |
| From Node: | Citrus Outfall | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 104 | Geometry: Circular | Geometry: Circular |
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 50.00 ft | Op Table: | | Op Table: | |
| FHWA Code: | 5 | Ref Node: | | Ref Node: | |
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | Top Clip |
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | | Op Table: | |
| Energy Switch: | Energy | Ref Node: | | Ref Node: | |
===== PAGE 415 =====
| Manning's N: 0.0000 | Manning's N: 0.0000 |
| Comment: Pipe Size from SWFWMD Permit 11050.010; Inverts assumed |
## Weir Link: W-100-111
Scenario: PD&E
From Node: 100
To Node: 111
Link Count: 1
Flow Direction: Both
## Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Geometry Type: Irregular
Control Elevation: 54.43 ft
Invert: 54.43 ft
Cross Section: X-100-111
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-100-Citrus Outfall
Scenario: PD&E
From Node: 100
To Node: Citrus Outfall
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.63 ft
Op Table:
Control Elevation: 54.63 ft
Cross Section: X-100-Citrus Outfall
## Top Clip
Ref Node:
Op Table:
Default: 0.00 ft
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-101-104
Scenario: PD&E
From Node: 101
To Node: 104
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Op Table:
## Top Clip
Default: 0.00 ft
===== PAGE 416 =====
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.43 ft
Control Elevation: 53.43 ft
Op Table:
Cross Section: X-101-104
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102-102A
Scenario: PD&E
From Node: 102
To Node: 102A
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-102-102A
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102A-207
Scenario: PD&E
From Node: 102A
To Node: 207
Link Count: 1
Flow Direction: Both
## Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 50.05 ft
Geometry Type: Irregular
Control Elevation: 50.05 ft
Cross Section: X-102A-207
## Top Clip
Op Table:
Default: 0.00 ft
Ref Node:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 417 =====
## Weir Link: W-102B-102
| Scenario: | PD&E | Bottom Clip |
| From Node: | 102B | Default: | 0.00 ft |
| To Node: | 102 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 49.40 ft | Discharge Coefficients |
| Control Elevation: | 49.40 ft | Weir Default: | 2.800 |
| Cross Section: | X-102B-102 | Weir Table: |
| | Orifice Default: | 0.600 |
Orifice Table:
## Comment:
## Weir Link: W-102C-102
Scenario: PD&E
From Node: 102C
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Invert: 50.38 ft
Control Elevation: 50.38 ft
Top Clip
Default: 0.00 ft
Op Table:
Cross Section: X-102C-102
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-102C-102B
Scenario: PD&E
From Node: 102C
To Node: 102B
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.46 ft
Control Elevation: 51.46 ft
Default: 0.00 ft
Cross Section: X-102C-102B
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 418 =====
## Comment:
## Weir Link: W-102D-102
Scenario: PD&E
From Node: 102D
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 49.42 ft
Control Elevation: 49.42 ft
Geometry Type: Irregular
Cross Section: X-102D-102
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-102D-102C
Scenario: PD&E
From Node: 102D
To Node: 102C
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 50.37 ft
Geometry Type: Irregular
Control Elevation: 50.37 ft
Cross Section: X-102D-102C
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-103-101
Scenario: PD&E
From Node: 103
To Node: 101
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 419 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 56.47 ft
Op Table:
Control Elevation: 56.47 ft
Cross Section: X-103-101
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-103-105
Scenario: PD&E
From Node: 103
To Node: 105
Bottom Clip
Link Count: 1
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Invert: 54.43 ft
Geometry Type: Irregular
Control Elevation: 54.43 ft
Op Table:
Cross Section: X-103-105
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-103-TW-West
Scenario: PD&E
From Node: 103
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.51 ft
Default: 0.00 ft
Control Elevation: 54.51 ft
Cross Section: X-103-TW-West
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 420 =====
## Weir Link: W-104-102
Scenario: PD&E
From Node: 104
To Node: 102
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Paved Road Vertical
Invert: 51.30 ft
Control Elevation: 51.30 ft
Cross Section: X-104-102
Op Table:
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-104-102D
Scenario: PD&E
From Node: 104
To Node: 102D
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Invert: 51.03 ft
Top Clip
Control Elevation: 51.03 ft
Default: 0.00 ft
Cross Section: X-104-102D
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-105-110
Scenario: PD&E
From Node: 105
To Node: 110
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.27 ft
Default: 0.00 ft
Control Elevation: 51.27 ft
Cross Section: X-105-110
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 421 =====
## Comment:
## Weir Link: W-106-105
Scenario: PD&E
From Node: 106
To Node: 105
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 53.75 ft
Control Elevation: 53.75 ft
Geometry Type: Irregular
Cross Section: X-106-105
Op Table:
Ref Node:
Default: 0.00 ft
Op Table:
## Top Clip
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-107-106
Scenario: PD&E
From Node: 107
To Node: 106
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.14 ft
Control Elevation: 54.14 ft
Geometry Type: Irregular
Cross Section: X-107-106
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-107-TW-West
Scenario: PD&E
From Node: 107
To Node: TW-West
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 422 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 54.20 ft
Control Elevation: 54.20 ft
Op Table:
Cross Section: X-107-TW
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-110-Citrus Outfall
Scenario: PD&E
From Node: 110
To Node: Citrus Outfall
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
Geometry Type: Irregular
Cross Section: X-110-Citrus Outfall
Invert: 50.16 ft
Control Elevation: 50.16 ft
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-111-104
Scenario: PD&E
From Node: 111
To Node: 104
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 52.43 ft
Control Elevation: 52.43 ft
Cross Section: X-111-104
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 423 =====
## Weir Link: W-112-PEACE
Scenario: PD&E
From Node: 112
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 37.61 ft
Op Table:
Control Elevation: 44.00 ft
Cross Section: X-112-PEACE
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment: Control elevation set at Wetland average elev
Orifice Table:
## Weir Link: W-113-112
Scenario: PD&E
From Node: 113
To Node: 112
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Top Clip
Invert: 49.68 ft
Control Elevation: 49.68 ft
Default: 0.00 ft
Cross Section: X-113-112
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-114-113
Scenario: PD&E
From Node: 114
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 52.10 ft
Control Elevation: 52.10 ft
Cross Section: X-114-113
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 424 =====
## Comment:
## Weir Link: W-180-101
Scenario: PD&E
From Node: 180
To Node: 101
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 55.06 ft
Control Elevation: 55.06 ft
Cross Section: X-180-101
Geometry Type: Irregular
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-180-104
Scenario: PD&E
From Node: 180
To Node: 104
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 55.05 ft
Geometry Type: Irregular
Control Elevation: 55.05 ft
Cross Section: X-180-104
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-180-198
Scenario: PD&E
From Node: 180
To Node: 198
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 425 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 53.87 ft
Control Elevation: 53.87 ft
Op Table:
Cross Section: XS180-198
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-180-199
Scenario: PD&E
From Node: 180
To Node: 199
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 53.16 ft
Op Table:
Control Elevation: 53.16 ft
Cross Section: X-180-199
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-181-180
Scenario: PD&E
From Node: 181
To Node: 180
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 55.27 ft
Control Elevation: 55.27 ft
Op Table:
Cross Section: X-181-180
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 426 =====
## Weir Link: W-181-TW-South
Scenario: PD&E
From Node: 181
To Node: TW-south
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 55.39 ft
Control Elevation: 55.39 ft
Geometry Type: Irregular
Cross Section: X-181-TW
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-198-199
Scenario: PD&E
From Node: 198
To Node: 199
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 51.67 ft
Geometry Type: Irregular
Ref Node:
Control Elevation: 51.67 ft
Top Clip
Default: 0.00 ft
Cross Section: X-198-199
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-198-Peace River1
Scenario: PD&E
From Node: 198
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.90 ft
Control Elevation: 52.90 ft
Cross Section: X-198-Peace River1
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 427 =====
## Comment:
## Weir Link: W-200-111
Scenario: PD&E
From Node: 200
To Node: 111
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 52.42 ft
Control Elevation: 52.42 ft
Geometry Type: Irregular
Cross Section: X-200-111
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-200-201
Scenario: PD&E
From Node: 200
To Node: 201
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Default: 0.00 ft
Invert: 50.46 ft
Geometry Type: Irregular
Control Elevation: 50.46 ft
Cross Section: X-200-201
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-200-609
Scenario: PD&E
From Node: 200
To Node: 609
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 428 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 50.89 ft
Control Elevation: 50.89 ft
Op Table:
Cross Section: X-200-609
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-201-202
Scenario: PD&E
From Node: 201
To Node: 202
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 36.16 ft
Op Table:
Control Elevation: 36.16 ft
Cross Section: X-201-202
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-202-203
Scenario: PD&E
From Node: 202
To Node: 203
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 38.21 ft
Control Elevation: 38.21 ft
Cross Section: X-202-203
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 429 =====
## Weir Link: W-202-208
| Scenario: | PD&E | Bottom Clip |
| From Node: | 202 | Default: 0.00 ft |
| To Node: | 208 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | None | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 39.42 ft | Discharge Coefficients |
| Control Elevation: | 39.42 ft | Weir Default: 2.800 |
| Cross Section: | X-202-208 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-203-208
Scenario: PD&E
From Node: 203
To Node: 208
Link Count: 1
Bottom Clip
Flow Direction: None
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Top Clip
Invert: 38.80 ft
Control Elevation: 38.80 ft
Default: 0.00 ft
Op Table:
Cross Section: X-203-208
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-203-304
Scenario: PD&E
From Node: 203
To Node: 304
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 37.33 ft
Control Elevation: 37.33 ft
Cross Section: X-203-304
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 430 =====
## Comment:
## Weir Link: W-203-308
Scenario: PD&E
From Node: 203
To Node: 308
Link Count: 1
Flow Direction: None
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 37.75 ft
Control Elevation: 37.75 ft
Geometry Type: Irregular
Op Table:
Cross Section: X-203-308
Default: 0.00 ft
Ref Node:
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-204-202
Scenario: PD&E
From Node: 204
To Node: 202
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 43.50 ft
Control Elevation: 43.50 ft
Geometry Type: Irregular
Cross Section: X-204-202
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-204-209
Scenario: PD&E
From Node: 204
To Node: 209
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 431 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
nvert: 44.31 f
INVEST. 44.51 ft
Control Elevation: 44.31 ft
Op Table:
Cross Section: X-204-209
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-205-112
Scenario: PD&E
From Node: 205
To Node: 112
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 47.82 ft
Op Table:
Control Elevation: 47.82 ft
Cross Section: X-205-112
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-205-204
Scenario: PD&E
From Node: 205
To Node: 204
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 46.34 ft
Control Elevation: 46.34 ft
Cross Section: X-205-204
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 432 =====
## Weir Link: W-205-209
| Scenario: | PD&E | Bottom Clip |
| From Node: | 205 | Default: 0.00 ft |
| To Node: | 209 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 47.00 ft | Discharge Coefficients |
| Control Elevation: | 47.00 ft | Weir Default: 2.800 |
| Cross Section: | X-205-209 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-206-112
Scenario: PD&E
From Node: 206
To Node: 112
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
Invert: 49.64 ft
Geometry Type: Irregular
Top Clip
Control Elevation: 49.64 ft
Default: 0.00 ft
Op Table:
Cross Section: X-206-112
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-206-113
Scenario: PD&E
From Node: 206
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 50.40 ft
Control Elevation: 50.40 ft
Cross Section: X-206-113
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 433 =====
## Comment:
## Weir Link: W-206-205
Scenario: PD&E
From Node: 206
To Node: 205
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 49.15 ft
Control Elevation: 49.15 ft
Geometry Type: Irregular
Cross Section: X-206-205
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-207-113
Scenario: PD&E
From Node: 207
To Node: 113
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 50.67 ft
Geometry Type: Irregular
Control Elevation: 50.67 ft
Cross Section: X-207-113
Op Table:
Ref Node:
## Top Clip
Op Table:
Default: 0.00 ft
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-207-206
Scenario: PD&E
From Node: 207
To Node: 206
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 434 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Default: 0.00 ft
Control Elevation: 49.68 ft
Op Table:
Cross Section: X-207-206
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-208-PEACE
Scenario: PD&E
From Node: 208
To Node: Peace River1
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
Geometry Type: Irregular
Cross Section: X-208-PEACE
Control Elevation: 30.79 ft
## Top Clip
Invert: 30.79 ft
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-209-208
Scenario: PD&E
From Node: 209
To Node: 208
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 42.90 ft
Control Elevation: 42.90 ft
Cross Section: X-209-208
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 435 =====
## Weir Link: W-300-302
| Scenario: | PD&E | Bottom Clip |
| From Node: | 300 | Default: 0.00 ft |
| To Node: | 302 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 19.52 ft | Discharge Coefficients |
| Control Elevation: | 19.52 ft | Weir Default: 2.800 |
| Cross Section: | X-300-302 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-302-305
Scenario: PD&E
From Node: 302
To Node: 305
Link Count: 1
Bottom Clip
Flow Direction: None
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Invert: 22.40 ft
Geometry Type: Irregular
Ref Node:
Top Clip
Control Elevation: 22.40 ft
Default: 0.00 ft
Op Table:
Cross Section: X-302-305
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment: SR 72 overtopping weir at EX-2
## Weir Link: W-303-300
Scenario: PD&E
From Node: 303
To Node: 300
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 24.99 ft
Control Elevation: 24.99 ft
Cross Section: X-303-300
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 436 =====
## Comment:
## Weir Link: W-303-302
Scenario: PD&E
From Node: 303
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 25.27 ft
Geometry Type: Irregular
Control Elevation: 25.27 ft
Cross Section: X-303-302
Op Table:
Default: 0.00 ft
Ref Node:
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-304-302
Scenario: PD&E
From Node: 304
To Node: 302
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 32.71 ft
Control Elevation: 32.71 ft
Cross Section: X-304-302
Geometry Type: Irregular
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-304-305
Scenario: PD&E
From Node: 304
To Node: 305
Link Count: 1
Flow Direction: None
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 437 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 32.94 ft
Control Elevation: 32.94 ft
Op Table:
Cross Section: X-304-305
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-304-308
Scenario: PD&E
From Node: 304
Bottom Clip
Link Count: 1
To Node: 308
Flow Direction: None
Default: 0.00 ft
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 34.11 ft
Control Elevation: 34.11 ft
Cross Section: X-304-308
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-305-306
Scenario: PD&E
From Node: 305
To Node: 306
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 19.12 ft
Control Elevation: 19.12 ft
Cross Section: X-305-306
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 438 =====
## Weir Link: W-305-PEACE
Scenario: PD&E
From Node: 305
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 19.44 ft
Geometry Type: Irregular
Control Elevation: 19.44 ft
Cross Section: X-305-PEACE
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-306-PEACE
Scenario: PD&E
From Node: 306
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 19.10 ft
Geometry Type: Irregular
Control Elevation: 19.10 ft
Cross Section: X-306-PEACE
Top Clip
Default: 0.00 ft
Ref Node:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-308-208
Scenario: PD&E
From Node: 308
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 35.34 ft
Default: 0.00 ft
Control Elevation: 35.34 ft
Cross Section: X-308-208
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 439 =====
## Comment:
## Weir Link: W-308-305
Scenario: PD&E
From Node: 308
To Node: 305
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 33.42 ft
Control Elevation: 33.42 ft
Geometry Type: Irregular
Cross Section: X-308-305
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-400-401
Scenario: PD&E
From Node: 400
To Node: 401
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 32.65 ft
Geometry Type: Irregular
Control Elevation: 32.65 ft
Cross Section: X-400-401
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-401-300
Scenario: PD&E
From Node: 401
To Node: 300
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 440 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.69 ft
Default: 0.00 ft
Op Table:
Control Elevation: 19.69 ft
Cross Section: X-401-300
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-401-302
Scenario: PD&E
From Node: 401
To Node: 302
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 20.38 ft
Control Elevation: 20.38 ft
Op Table:
Cross Section: X-401-302
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-401-402
Scenario: PD&E
From Node: 401
To Node: 402
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 20.15 ft
Control Elevation: 20.15 ft
Cross Section: X-401-402
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 441 =====
## Weir Link: W-402-302
| Scenario: | PD&E | Bottom Clip |
| From Node: | 402 | Default: 0.00 ft |
| To Node: | 302 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 20.12 ft | Discharge Coefficients |
| Control Elevation: | 20.12 ft | Weir Default: 2.800 |
| Cross Section: | X-402-302 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-402-305
Scenario: PD&E
From Node: 402
To Node: 305
Link Count: 1
Bottom Clip
Flow Direction: None
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Invert: 23.03 ft
Top Clip
Control Elevation: 23.03 ft
Default: 0.00 ft
Op Table:
Cross Section: X-402-305
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment: SR 72 overtopping weir at EX-3
## Weir Link: W-402-407
Scenario: PD&E
From Node: 402
To Node: 407
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 24.66 ft
Geometry Type: Irregular
Control Elevation: 24.66 ft
Cross Section: X-402-407
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 442 =====
## Comment:
## Weir Link: W-402-408
Scenario: PD&E
From Node: 402
To Node: 408
Link Count: 1
Flow Direction: None
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 26.47 ft
Control Elevation: 26.47 ft
Geometry Type: Irregular
Cross Section: X-402-408
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-403-406
Scenario: PD&E
From Node: 403
To Node: 406
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 41.29 ft
Geometry Type: Irregular
Control Elevation: 41.29 ft
Cross Section: X-403-406
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-404-400
Scenario: PD&E
From Node: 404
To Node: 400
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 443 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 40.75 ft
Op Table:
Control Elevation: 40.75 ft
Cross Section: X-404-400
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-406-402
Scenario: PD&E
From Node: 406
To Node: 402
Bottom Clip
Link Count: 1
Flow Direction: Both
Default: 0.00 ft
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Control Elevation: 24.44 ft
Invert: 24.44 ft
Op Table:
Cross Section: X-406-402
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-407-305
Scenario: PD&E
From Node: 407
To Node: 305
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 19.67 ft
Control Elevation: 19.67 ft
Cross Section: X-407-305
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 444 =====
## Weir Link: W-407-408
Scenario: PD&E
From Node: 407
To Node: 408
Link Count: 1
Flow Direction: None
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 27.15 ft
Control Elevation: 27.15 ft
Op Table:
Cross Section: X-407-408
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-408-PEACE
Scenario: PD&E
From Node: 408
To Node: Peace River US
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 20.47 ft
Geometry Type: Irregular
Control Elevation: 20.47 ft
Op Table:
Cross Section: X-408-PEACE
Top Clip
Default: 0.00 ft
Ref Node:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-409-PEACE
Scenario: PD&E
From Node: 409
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 22.40 ft
Control Elevation: 22.40 ft
Cross Section: X-409-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 445 =====
## Comment:
## Weir Link: W-500-501
Scenario: PD&E
From Node: 500
To Node: 501
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 49.51 ft
Control Elevation: 49.51 ft
Geometry Type: Irregular
Cross Section: X-500-501
Op Table:
Ref Node:
Default: 0.00 ft
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-501-403
Scenario: PD&E
From Node: 501
To Node: 403
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Paved Road Vertical
Invert: 43.81 ft
Geometry Type: Irregular
Control Elevation: 43.81 ft
Cross Section: X-501-403
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-502-406
Scenario: PD&E
From Node: 502
To Node: 406
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 446 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 44.92 ft
Control Elevation: 44.92 ft
Op Table:
Cross Section: X-502-406
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-502-501
Scenario: PD&E
From Node: 502
Link Count: 1
To Node: 501
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Invert: 43.48 ft
Geometry Type: Irregular
Op Table:
Control Elevation: 43.48 ft
Cross Section: X-502-501
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-503-609
Scenario: PD&E
From Node: 503
To Node: 609
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-503-609
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 447 =====
## Weir Link: W-600-601
| Scenario: | PD&E | Bottom Clip |
| From Node: | 600 | Default: | 0.00 ft |
| To Node: | 601 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 48.68 ft | Discharge Coefficients |
| Control Elevation: | 48.68 ft | Weir Default: | 2.800 |
| Cross Section: | X-600-601 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
Orifice Table:
## Comment:
## Weir Link: W-600-609
Scenario: PD&E
From Node: 600
To Node: 609
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Ref Node:
Top Clip
Invert: 50.45 ft
Default: 0.00 ft
Control Elevation: 50.45 ft
Op Table:
Cross Section: X-600-609
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-601-503
Scenario: PD&E
From Node: 601
To Node: 503
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.72 ft
Default: 0.00 ft
Control Elevation: 50.72 ft
Cross Section: X-601-503
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 448 =====
## Comment:
## Weir Link: W-602-600
| Scenario: | PD&E | Bottom Clip |
| From Node: | 602 | Default: | 0.00 ft |
| To Node: | 600 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 51.59 ft | Discharge Coefficients |
| Control Elevation: | 51.59 ft | Weir Default: | 2.800 |
| Cross Section: | X-602-600 | Weir Table: |
| | Orifice Default: | 0.600 |
## Comment:
Orifice Table:
## Weir Link: W-603-600
Scenario: PD&E
From Node: 603
To Node: 600
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 51.61 ft
Control Elevation: 51.61 ft
Geometry Type: Irregular
Cross Section: X-603-600
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-603-602
Scenario: PD&E
From Node: 603
To Node: 602
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 449 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 51.59 ft
Op Table:
Control Elevation: 51.59 ft
Cross Section: X-603-602
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-604-605
Scenario: PD&E
From Node: 604
To Node: 605
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 53.73 ft
Control Elevation: 53.73 ft
Cross Section: X-604-605
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-604-PeaceTrib1
Scenario: PD&E
From Node: 604
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.97 ft
Control Elevation: 53.97 ft
Default: 0.00 ft
Cross Section: X-604-PeaceTrib1
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 450 =====
## Weir Link: W-605-PeaceTrib1
Scenario: PD&E
From Node: 605
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Bottom Clip
Default: 0.00 ft
Invert: 53.23 ft
Geometry Type: Irregular
Control Elevation: 53.23 ft
Cross Section: X-605-PeaceTrib1
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-606-603
Scenario: PD&E
From Node: 606
To Node: 603
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.13 ft
Top Clip
Ref Node:
Control Elevation: 55.13 ft
Default: 0.00 ft
Cross Section: X-606-603
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-606-811
Scenario: PD&E
From Node: 606
To Node: 811
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 54.47 ft
Control Elevation: 54.47 ft
Cross Section: X-606-811
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 451 =====
## Comment:
## Weir Link: W-607-603
Scenario: PD&E
From Node: 607
To Node: 603
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 52.27 ft
Control Elevation: 52.27 ft
Geometry Type: Irregular
Cross Section: X-607-603
Op Table:
Default: 0.00 ft
Ref Node:
## Top Clip
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-608-606
Scenario: PD&E
From Node: 608
To Node: 606
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.92 ft
Control Elevation: 54.92 ft
Geometry Type: Irregular
Cross Section: X-608-606
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-608-819
Scenario: PD&E
From Node: 608
To Node: 819
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 452 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 55.47 ft
Control Elevation: 55.47 ft
Op Table:
Cross Section: X-608-819
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-609-601
Scenario: PD&E
From Node: 609
To Node: 601
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Ref Node:
Weir Type: Broad Crested Vertical
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 49.41 ft
Control Elevation: 49.41 ft
Ref Node:
Cross Section: X-609-601
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-801-803
Scenario: PD&E
From Node: 801
To Node: 803
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 52.79 ft
Control Elevation: 52.79 ft
Cross Section: X-801-803
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 453 =====
## Weir Link: W-801-TW-North
Scenario: PD&E
From Node: 801
To Node: TW-North
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.09 ft
Control Elevation: 54.09 ft
Cross Section: X-801-TW-North
Geometry Type: Irregular
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-803-605
Scenario: PD&E
From Node: 803
To Node: 605
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Geometry Type: Irregular
Invert: 53.88 ft
Ref Node:
Top Clip
Control Elevation: 53.88 ft
Default: 0.00 ft
Cross Section: X-803-605
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-803-812
Scenario: PD&E
From Node: 803
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 56.22 ft
Cross Section: X-803-812
Default: 0.00 ft
Control Elevation: 56.22 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 454 =====
## Comment:
## Weir Link: W-805-TW-West
Scenario: PD&E
From Node: 805
To Node: TW-West
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 49.48 ft
Control Elevation: 49.48 ft
Geometry Type: Irregular
Cross Section: X-805-TW-West
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-806-805
Scenario: PD&E
From Node: 806
To Node: 805
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 52.74 ft
Control Elevation: 52.74 ft
Geometry Type: Irregular
Cross Section: X-806-805
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-806-TW-West
Scenario: PD&E
From Node: 806
To Node: TW-West
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 455 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.73 ft
Default: 0.00 ft
Control Elevation: 52.73 ft
Op Table:
Cross Section: X-806-TW-West
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-807-806
Scenario: PD&E
From Node: 807
To Node: 806
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Op Table:
Invert: 51.68 ft
Control Elevation: 51.68 ft
Cross Section: X-807-806
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-808-813
Scenario: PD&E
From Node: 808
To Node: 813
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 53.85 ft
Control Elevation: 53.85 ft
Cross Section: X-808-813
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 456 =====
## Weir Link: W-808-818
Scenario: PD&E
From Node: 808
To Node: 818
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 53.60 ft
Op Table:
Control Elevation: 53.60 ft
Cross Section: X-808-818
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-809-807
Scenario: PD&E
From Node: 809
To Node: 807
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Op Table:
Invert: 52.99 ft
Geometry Type: Irregular
Control Elevation: 52.99 ft
Ref Node:
Top Clip
Default: 0.00 ft
Cross Section: X-809-807
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-809-TW-West
Scenario: PD&E
From Node: 809
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.32 ft
Bottom Clip
Control Elevation: 53.32 ft
Cross Section: X-809-TW-West
Default: 0.00 ft
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 457 =====
## Comment:
## Weir Link: W-810-808
Scenario: PD&E
From Node: 810
To Node: 808
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Invert: 54.29 ft
Control Elevation: 54.29 ft
Geometry Type: Irregular
Cross Section: X-810-808
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
## Comment:
Orifice Table:
## Weir Link: W-810-812
Scenario: PD&E
From Node: 810
To Node: 812
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.37 ft
Control Elevation: 54.37 ft
Geometry Type: Irregular
Cross Section: X-810-812
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-811-808
Scenario: PD&E
From Node: 811
To Node: 808
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 458 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 53.34 f
Control Elevation: 53.34 ft
Op Table:
Cross Section: X-811-808
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-811-818
Scenario: PD&E
From Node: 811
To Node: 818
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 53.99 ft
Op Table:
Control Elevation: 53.99 ft
Cross Section: X-811-818
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-812-807
Scenario: PD&E
From Node: 812
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-812-807
Op Table:
## Top Clip
Ref Node:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
## Comment:
Weir Table:
Orifice Default: 0.600
Orifice Table:
===== PAGE 459 =====
## Weir Link: W-813-803
Scenario: PD&E
From Node: 813
To Node: 803
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Invert: 54.20 ft
Op Table:
Control Elevation: 54.20 ft
Cross Section: X-813-803
Geometry Type: Irregular
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-813-812
Scenario: PD&E
From Node: 813
To Node: 812
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.13 ft
Ref Node:
Top Clip
Control Elevation: 54.13 ft
Default: 0.00 ft
Op Table:
Cross Section: X-813-812
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-814-809
Scenario: PD&E
From Node: 814
To Node: 809
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Bottom Clip
Geometry Type: Irregular
Invert: 52.30 ft
Default: 0.00 ft
Control Elevation: 52.30 ft
Cross Section: X-814-809
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 460 =====
## Comment:
## Weir Link: W-815-809
| Scenario: | PD&E | Bottom Clip |
| From Node: | 815 | Default: | 0.00 ft |
| To Node: | 809 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 54.33 ft | Discharge Coefficients |
| Control Elevation: | 54.33 ft | Weir Default: | 2.800 |
| Cross Section: | X-815-809 | Weir Table: |
| | Orifice Default: | 0.600 |
| | Orifice Table: |
## Comment:
Orifice Table:
## Weir Link: W-816-106
Scenario: PD&E
From Node: 816
To Node: 106
Link Count: 1
Flow Direction: Both
Bottom Clip
Damping: 0.0000 ft
Default: 0.00 ft
Weir Type: Broad Crested Vertical
Invert: 54.51 ft
Geometry Type: Irregular
Control Elevation: 54.51 ft
Op Table:
Cross Section: X-816-106
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-816-806
Scenario: PD&E
From Node: 816
To Node: 806
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
===== PAGE 461 =====
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Default: 0.00 ft
Invert: 54.50 ft
Control Elevation: 54.50 ft
Op Table:
Cross Section: X-816-806
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-817-106
Scenario: PD&E
From Node: 817
To Node: 106
Link Count: 1
Bottom Clip
Default: 0.00 ft
Flow Direction: Both
Op Table:
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Ref Node:
## Top Clip
Default: 0.00 ft
Geometry Type: Irregular
Invert: 54.19 ft
Op Table:
Control Elevation: 54.19 ft
Cross Section: X-817-106
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-817-806
Scenario: PD&E
From Node: 817
To Node: 806
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Default: 0.00 ft
Geometry Type: Irregular
Invert: 54.21 ft
Control Elevation: 54.21 ft
Cross Section: X-817-806
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
## Comment:
Orifice Default: 0.600
Orifice Table:
===== PAGE 462 =====
## Weir Link: W-818-807
| Scenario: | PD&E | Bottom Clip |
| From Node: | 818 | Default: | 0.00 ft |
| To Node: | 807 | Op Table: | |
| Link Count: | 1 | Ref Node: | |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: | 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: | |
| Geometry Type: | Irregular | Ref Node: | |
| Invert: | 52.98 ft | Discharge Coefficients |
| Control Elevation: | 52.98 ft | Weir Default: | 2.800 |
| Cross Section: | X-818-807 | Weir Table: | |
| | Orifice Default: | 0.600 |
| | Orifice Table: | |
Orifice Table:
## Comment:
## Weir Link: W-819-811
Scenario: PD&E
From Node: 819
To Node: 811
Link Count: 1
Bottom Clip
Flow Direction: Both
Default: 0.00 ft
Damping: 0.0000 ft
Op Table:
Weir Type: Broad Crested Vertical
Ref Node:
Geometry Type: Irregular
Invert: 54.94 ft
Top Clip
Control Elevation: 54.94 ft
Default: 0.00 ft
Op Table:
Cross Section: X-819-811
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
## Comment:
## Weir Link: W-819-818
Scenario: PD&E
From Node: 819
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Bottom Clip
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.14 ft
Default: 0.00 ft
Control Elevation: 55.14 ft
Cross Section: X-819-818
Op Table:
Ref Node:
## Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
===== PAGE 463 =====
Orifice Table:
## Comment:
## Weir Link: W-Citrus Outfall-104
| W-Citrus Outfall-104 |
| Scenario: | PD&E | Bottom Clip |
| From Node: | Citrus Outfall | Default: 0.00 ft |
| To Node: | 104 | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 50.16 ft | Discharge Coefficients |
| Control Elevation: | 50.16 ft | Weir Default: 2.800 |
| Cross Section: | X-Citrus Outfall-104 | Weir Table: |
| | Orifice Default: 0.600 |
| | Orifice Table: |
## Comment:
## Simulation: 050YR24HR
Scenario: Existing
Run Date/Time: 5/16/2023 5:22:15 PM
Program Version: ICPR4 4.07.08
## General
| Run Mode: | Normal |
| Year | Month | Day | Hour [hr] |
| Start Time: | 0 | 0 | 0 | 0.0000 |
| End Time: | 0 | 0 | 0 | 30.0000 |
| Hydrology [sec] | Surface Hydraulics
[sec] | | |
| Min Calculation Time: | 30.0000 | 0.0500 | | |
| Max Calculation Time: | | 30.0000 | | |
## Output Time Increments
Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics
===== PAGE 464 =====
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Restart File
Save Restart: False
| Resources & Lookup Tables |
| Resources | Lookup Tables |
| Rainfall Folder: | Boundary Stage Set: |
| Unit Hydrograph Folder: | Extern Hydrograph Set: |
| Curve Number Set: No DCIA, AMC II |
| Green-Ampt Set: |
| Vertical Layers Set: |
| Impervious Set: No DCIA |
| Tolerances & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Global |
| Max dZ: | 1.0000 ft | Opt: |
| Link Optimizer Tol: | 0.0001 ft | Rainfall Name: ~FLMOD |
| Edge Length Option: | Automatic | Rainfall Amount: 8.90 in |
| | Storm Duration: 24.0000 hr |
| | Dflt Damping (1D): 0.0050 ft |
| | Min Node Srf Area 100 ft2 |
| | (1D): |
| | Energy Switch (1D): Energy |
Comment:
| Simulation: 100yr24h |
| Scenario: | Existing | | | |
| Run Date/Time: | 5/16/2023 5:23:22 PM | | | |
| Program Version: | ICPR4 4.07.08 | | | |
| General |
| Run Mode: | Normal | | | |
| Year | Month | Day | Hour [hr] |
===== PAGE 465 =====
| Start Time: | 0 | 0 | 0 | 0.0000 |
| End Time: | 0 | 0 | 0 | 30.0000 |
| Hydrology [sec] | Surface Hydraulics [sec] | |
| Min Calculation Time: | 30.0000 | 0.0500 | | |
| Max Calculation Time: | | 30.0000 | | |
Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
| Restart File |
| Save Restart: | False |
Resources & Lookup Tables
| Resources | Lookup Tables |
| Rainfall Folder: | | Boundary Stage Set: | |
| | External Hydrograph Set: | |
| Unit Hydrograph Folder: | | Curve Number Set: | No DCIA, AMC II |
| | Green-Ampt Set: | |
| | Vertical Layers Set: | |
| | Impervious Set: | No DCIA |
| Tolerances & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Opt: | Global |
| Max dZ: | 1.0000 ft | | |
| Link Optimizer Tol: | 0.0001 ft | Rainfall Name: | ~FLMOD |
| | Rainfall Amount: | 10.20 in |
| Edge Length Option: | Automatic | Storm Duration: | 24.0000 hr |
| | Dflt Damping (1D): | 0.0050 ft |
| | Min Node Srf Area (1D): | 100 ft2 |
===== PAGE 466 =====
Energy Switch (1D): Energy
Comment:
Simulation: 500 yr
Scenario: Existing
Run Date/Time: 5/16/2023 5:24:34 PM
Program Version: ICPR4 4.07.08
General
| Run Mode: | Normal |
| Year | Month | Day | Hour [hr] |
| Start Time: | 0 | 0 | 0 | 0.0000 |
| End Time: | 0 | 0 | 0 | 30.0000 |
| Hydrology [sec] | Surface Hydraulics [sec] | | |
| Min Calculation Time: | 30.0000 | 0.0500 | | |
| Max Calculation Time: | | 30.0000 | | |
Output Time Increments
Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Restart File
Save Restart: False
## Resources & Lookup Tables
| Resources | Lookup Tables |
| Rainfall Folder: | Boundary Stage Set: |
| External Hydrograph Set: |
| Unit Hydrograph | Curve Number Set: No DCIA, AMC II |
| Folder: | |
| Green-Ampt Set: |
| Vertical Layers Set: |
| Impervious Set: No DCIA |
===== PAGE 467 =====
Tolerances & Options
| Tolerance & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Opt: | Global |
| Max dZ: | 1.0000 ft | | |
| Link Optimizer Tol: | 0.0001 ft | Rainfall Name: | ~FLMOD |
| | Rainfall Amount: | 15.00 in |
| Edge Length Option: | Automatic | Storm Duration: | 24.0000 hr |
| | Dflt Damping (1D): | 0.0050 ft |
| | Min Node Srf Area (1D): | 100 ft2 |
| | Energy Switch (1D): | Energy |
Comment:
| Simulation: Hurricane Ian |
| Scenario: | Existing |
| Run Date/Time: | 5/16/2023 5:26:00 PM |
| Program Version: | ICPR4 4.07.08 |
| General |
| Run Mode: | Normal |
| Start Time: | Year | Month | Day | Hour [hr] |
| End Time: | 2022 | 9 | 28 | 8.5000 |
| 2022 | 10 | 3 | 8.5000 |
| Hydrology [sec] | Surface Hydraulics
[sec] |
| Min Calculation Time: | 60.0000 | 0.1000 |
| Max Calculation Time: | | 30.0000 |
| General |
| Run Mode: | Normal |
| Year | Month | Day | Hour [hr] |
| Start Time: | 2022 | 9 | 28 | 8.5000 |
| End Time: | 2022 | 10 | 3 | 8.5000 |
| Hydrology [sec] | Surface Hydraulics
[sec] | | | |
| Min Calculation Time: | 60.0000 | 0.1000 | | | |
| Max Calculation Time: | | 30.0000 | | | |
| Output Time Increments |
| | | | | |
| Hydrology |
| | | | | |
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
| Surface Hydraulics |
| | | | | |
| Year | Month | Day | Hour [hr] | Time Increment [min] |
===== PAGE 468 =====
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
Restart File
Save Restart: False
Resources & Lookup Tables
| Resources | Lookup Tables |
| Rainfall Folder: | NEXRAD_IAN | Boundary Stage Set: | Hurricane Ian |
| Unit Hydrograph Folder: | | External Hydrograph Set: | |
| Curve Number Set: | No DCIA, AMC II |
| Green-Ampt Set: | |
| Vertical Layers Set: | |
| Impervious Set: | No DCIA |
| Tolerances & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Opt: | Basin Specification |
| Max dZ: | 1.0000 ft | | |
| Link Optimizer Tol: | 0.0001 ft | | |
| Edge Length Option: | Automatic | | |
| | Dflt Damping (1D): | 0.0050 ft |
| | Min Node Srf Area (1D): | 100 ft2 |
| | Energy Switch (1D): | Energy |
| Comment: |
| Simulation: Hurricane Irma |
| Scenario: | Existing | | | |
| Run Date/Time: | 5/16/2023 5:28:48 PM | | | |
| Program Version: | ICPR4 4.07.08 | | | |
| General |
| Run Mode: | Normal | | | |
| Start Time: | Year | Month | Day | Hour [hr] |
| 2017 | 9 | 9 | 20.7500 |
===== PAGE 469 =====
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight | 0.5 dec | | |
| Fact: | | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain | Basin Specification |
| Max dZ: | 1.0000 ft | Opt: | |
| Link Optimizer Tol: | 0.0001 ft | | |
| Edge Length Option: | Automatic | | |
| | Dflt Damping (1D): | 0.0050 ft |
| | Min Node Srf Area | 100 ft2 |
| | (1D): | |
| | Energy Switch (1D): | Energy |
| Resources | Lookup Tables |
| Rainfall Folder: | NexRAD | Boundary Stage Set: | Hurricane Irma |
| Unit Hydrograph Folder: | | External Hydrograph Set: | |
| Curve Number Set: | No DCIA, AMCI II |
| Green-Ampt Set: | |
| Vertical Layers Set: | |
| I mpervious Set: | No DCIA |
| Resources & Lookup Tables |
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
|
| Restart File |
| Save Restart: False |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
Hydrology
Output Time Increments
| End Time: | 2017 | 9 | 15 | 19.2500 |
| Hydrology [sec] | Surface Hydraulics [sec] | | |
| Min Calculation Time: | 60.0000 | 0.1000 | | |
| Max Calculation Time: | | 30.0000 | | |
===== PAGE 470 =====
## Comment:
| Simulation: 100YR24HR |
| Scenario: | PD&E |
| Run Date/Time: | 5/16/2023 5:12:29 PM |
| Program Version: | ICPR4 4.07.08 |
| General |
| Run Mode: | Normal |
| Year | Month | Day | Hour [hr] |
| Start Time: | 0 | 0 | 0 | 0.0000 |
| End Time: | 0 | 0 | 0 | 30.0000 |
| Hydrology [sec] | Surface Hydraulics [sec] | | |
| Min Calculation Time: | 30.0000 | 0.0500 | | |
| Max Calculation Time: | | 30.0000 | | |
Output Time Increments
## Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Restart File
Save Restart: False
Resources & Lookup Tables
Resources
## Lookup Tables
Rainfall Folder:
Unit Hydrograph
Boundary Stage Set:
Extern Hydrograph Set:
Folder:
Curve Number Set: No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
Impervious Set: No DCIA
===== PAGE 471 =====
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Hydrology
| Simulation: 500YR24HR |
| Scenario: | PD&E | | | | |
| Run Date/Time: | 5/16/2023 5:13:38 PM | | | | |
| Program Version: | ICPR4 4.07.08 | | | | |
| General |
| Run Mode: | Normal | | | | |
| Start Time: | Year | Month | Day | Hour [hr] |
| End Time: | 0 | 0 | 0 | 0.0000 |
| 0 | 0 | 0 | 30.0000 |
| Hydrology [sec] | Surface Hydraulics [sec] | | | |
| Min Calculation Time: | 30.0000 | 0.0500 | | | |
| Max Calculation Time: | | 30.0000 | | | |
| Output Time Increments |
Comment:
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight | 0.5 dec | | |
| Fact: | | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain | Global |
| | Opt: | |
| Max dZ: | 1.0000 ft | | |
| Link Optimizer Tol: | 0.0001 ft | Rainfall Name: | ~FLMOD |
| | Rainfall Amount: | 10.20 in |
| Edge Length Option: | Automatic | Storm Duration: | 24.0000 hr |
| | | |
| | Dflt Damping (1D): | 0.0050 ft |
| | Min Node Srf Area | 100 ft2 |
| | (1D): | |
| | Energy Switch (1D): | Energy |
===== PAGE 472 =====
Restart File
Save Restart: False
| Resources & Lookup Tables |
| Resources | Lookup Tables |
| Rainfall Folder: | Boundary Stage Set: |
| External Hydrograph Set: |
| Unit Hydrograph Folder: | Curve Number Set: No DCIA, AMC II |
| Green-Ampt Set: |
| Vertical Layers Set: |
| Impervious Set: No DCIA |
| Tolerances & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Global |
| Max dZ: | 1.0000 ft | Opt: |
| Link Optimizer Tol: | 0.0001 ft | Rainfall Name: ~FLMOD |
| Edge Length Option: | Automatic | Rainfall Amount: 15.00 in |
| Storm Duration: 24.0000 hr |
| | Dflt Damping (1D): 0.0050 ft |
| | Min Node Srf Area 100 ft2 |
| | (1D): |
| | Energy Switch (1D): Energy |
## Comment:
| Simulation: 50YR24HR |
| Scenario: | PD&E |
| Run Date/Time: | 5/16/2023 5:14:59 PM |
| Program Version: | ICPR4 4.07.08 |
| General |
| Run Mode: | Normal |
| Year | Month | Day | Hour [hr] |
| Start Time: | 0 | 0 | 0 | 0.0000 |
| End Time: | 0 | 0 | 0 | 30.0000 |
===== PAGE 473 =====
| Hydrology [sec] | Surface Hydraulics [sec] |
| Min Calculation Time: | 30.0000 | 0.0500 |
| Max Calculation Time: | 30.0000 | 30.0000 |
Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Restart File
Save Restart: False
Resources & Lookup Tables
| Resources | Lookup Tables |
| Rainfall Folder: | | Boundary Stage Set: | |
| | External Hydrograph Set: | |
| Unit Hydrograph Folder: | | Curve Number Set: No DCIA, AMC II | |
| | Green-Ampt Set: | |
| | Vertical Layers Set: | |
| | I mpervious Set: No DCIA | |
| Tolerances & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Global | |
| Max dZ: | 1.0000 ft | | |
| Link Optimizer Tol: | 0.0001 ft | Rainfall Name: ~FLMOD | |
| | Rainfall Amount: 8.90 in | |
| Edge Length Option: | Automatic | Storm Duration: 24.0000 hr | |
| | Dflt Damping (1D): 0.0050 ft | |
| | Min Node Srf Area 100 ft2 | |
| | (1D): | |
| | Energy Switch (1D): Energy | |
Comment:
===== PAGE 474 =====
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight | 0.5 dec | | |
| Fact: | | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain | Basin Specification |
| Resources | Lookup Tables |
| Rainfall Folder: NEXRAD_IAN | Boundary Stage Set: Hurricane Ian |
| External Hydrograph Set: |
| Unit Hydrograph | Curve Number Set: No DCIA, AMC II |
| Folder: | |
| Green-Ampt Set: |
| Vertical Layers Set: |
| Impervious Set: No DCIA |
| Tolerances & Options |
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
|
| Restart File |
| Save Restart: False |
|
| Resources & Lookup Tables |
Surface Hydraulics
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
Hydrology
| Year | Month | Day | Hour [hr] |
| Start Time: | 2022 | 9 | 28 | 8.5000 |
| End Time: | 2022 | 10 | 3 | 8.5000 |
| Hydrology [sec] | Surface Hydraulics [sec] | | |
| Min Calculation Time: | 60.0000 | 0.1000 | | |
| Max Calculation Time: | | 30.0000 | | |
| Output Time Increments |
Run Mode: Normal
| Simulation: Hurricane Ian |
| Scenario: | PD&E |
| Run Date/Time: | 5/16/2023 5:16:09 PM |
| Program Version: | ICPR4 4.07.08 |
| General |
===== PAGE 475 =====
| Max dZ: 1.0000 ft\nLink Optimizer Tol: 0.0001 ft | Opt: |
| Edge Length Option: Automatic | Dflt Damping (1D): 0.0050 ft\nMin Node Srf Area 100 ft2\n(1D):\nEnergy Switch (1D): Energy |
| Comment: |
| Simulation: Hurricane Irma |
| Scenario: PD&E\nRun Date/Time: 5/16/2023 5:18:45 PM\nProgram Version: ICPR4 4.07.08 |
| General |
| Run Mode: Normal |
| Year | Month | Day | Hour [hr] |
| Start Time: 2017 | 9 | 9 | 20.7500 |
| End Time: 2017 | 9 | 15 | 19.2500 |
| Hydrology [sec] |
| Surface Hydraulics\n[sec] |
| Min Calculation Time: 60.0000 | 0.1000 |
| Max Calculation Time: 30.0000 | |
| Output Time Increments |
| Hydrology |
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
| Surface Hydraulics |
| Year | Month | Day | Hour [hr] | Time Increment [min] |
| 0 | 0 | 0 | 0.0000 | 15.0000 |
| Restart File |
| Save Restart: False |
| Resources & Lookup Tables |
| T:\01440.00/zTBG/drainage/Calcs\ICPB\SR 72\ | 5/16/2023 17:34 |
===== PAGE 476 =====
| Resources | Lookup Tables |
| Rainfall Folder: | NexRAD | Boundary Stage Set: | Hurricane Irma |
| Unit Hydrograph Folder: | | External Hydrograph Set: | |
| Curve Number Set: | No DCIA, AMC II |
| Green-Ampt Set: | |
| Vertical Layers Set: | |
| Impervious Set: | No DCIA |
| Tolerances & Options |
| Time Marching: | SAOR | IA Recovery Time: | 24.0000 hr |
| Max Iterations: | 6 | | |
| Over-Relax Weight Fact: | 0.5 dec | | |
| dZ Tolerance: | 0.0010 ft | Smp/Man Basin Rain Opt: | Basin Specification |
| Max dZ: | 1.0000 ft | | |
| Link Optimizer Tol: | 0.0001 ft | | |
| Edge Length Option: | Automatic | | |
| | Dflt Damping (1D): | 0.0050 ft |
| | Min Node Srf Area (1D): | 100 ft2 |
| | Energy Switch (1D): | Energy |
| Comment: |
