ATTACMENT A STORMWATER MANAGEMENT REPORT 57985 Tamiami Trail East Ochopee, FL 34141 April 2nd, 2018 Seminole Tribe of Florida 6300 Stirling Road ollywood, FL 33024 Prepared By: 880 SW 145th Avenue Suite 106 Pembroke Pines, FL 33027
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 Table of Contents 1. Introduction... 1 2. General Information... 2 2.1. Flood Zone... 2 2.2. Wetlands... 2 2.3. Zoning... 2 2.4. Topographic Survey... 2 2.5. Geotechnical Investigation... 2 3. Basis of Analysis... 3 3.1. Curve Numbers... 3 3.2. Time of Concentration... 3 3.3. Design Storm Depth, Frequency and Duration... 3 3.4. Groundwater Condition... 3 4. Existing Condition... 4 4.1. ICPR Input Parameters... 4 4.2. ICPR Results... 5 5. Proposed Condition... 6 5.1. ICPR Input Parameters... 6 5.2. ICPR Results... 7 6. Conclusions and Recommendations... 9 6.1. Conclusions... 9 6.2. Recommendations... 9 Seminole Tribe of Florida ollywood, FL ii
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 List of Tables Table 1. Design Storms... 3 Table 2. Existing Drainage Sub-basins... 4 Table 3. Existing Condition Model Results... 5 Table 4. Proposed Drainage Sub-basins... 6 Table 5. Model Result RIM Elevation vs imum Elevation... 7 Table 6. Model Result Links Results... 7 Table 7. Comparison Model Results Discharges in Existing Canal... 8 Appendices 1. Project Site 2. FEMA Map 3. Wetland Map 4. Zoning Map 5. Topographic Survey 6. Percolation Test 7. Existing Drainage Sub-basins 8. ICPR Nodal Diagram for Existing Condition 9. ICPR Model Results for Existing Condition 10. Proposed Drainage Sub-basins 11. ICPR Nodal Diagram for Proposed Condition 12. ICPR Model Results for Proposed Condition 13. Exfiltration Trench (French Drain) Design Calculations 14. Riprap Apron Design Calculations Seminole Tribe of Florida ollywood, FL iii
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 1. Introduction The project scope is to provide a drainage plan/design to mitigate flooding at the Seminole Tribe property, which is located at 57985 Tamiami Trail East, Ochopee, FL (see Appendix 1). eavy flooding affects the property during storm events, specifically in the house perimeter and front door area. Even though the property is located within Collier County, the Seminole Tribe has jurisdiction over this parcel; for this reason, the Seminole Tribe s standards and permit procedures need to be followed. No major construction or remodeling is expected to happen within the next two or three years. The purpose of this report is to provide guidance and support the construction plans. These were prepared to mitigate flooding in the study area, in compliance with the Seminole Tribe s standards. ICPR Version 4.0 (ICPR4), which was released in 2014, was used for modeling the existing and proposed conditions. ICPR4 includes a fully integrated 1D/2D surface water module coupled with a 2D groundwater module with an emphasis on interactions between aquifer systems and surface water bodies. There are three primary building blocks in ICPR4: Nodes, Links and Basins. The computational framework is formed from these buildings blocks for the 1D portion of ICPR4 and the approach is often referred to as a Link-Node modeling concept. Seminole Tribe of Florida ollywood, FL 1
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 2. General Information 2.1. Flood Zone According to the Federal Emergency Management Agency (FEMA) flood insurance rate map community panel 12021C1225, the property is located within Flood Zone A (see Appendix 2). Zone A is defined as Areas subject to inundation by the 1-percent-annual-chance flood event generally determined using approximate methodologies. Because detailed hydraulic analyses have not been performed, no Base Flood Elevations (BFEs) or flood depths are shown. 2.2. Wetlands According to the National Wetlands Inventory of the US Fish and Wildlife Service, the property is located within classifications PFO3A and PSS2/EM5C, and the wetland type is Freshwater Forested/Shrub Wetland (see Appendix 3). 2.3. Zoning The project site is located within zoning CON ACSC-ST, which is defined as Conservation Area of Critical State Concern - Special Treatment Overlay (Collier County) (see Appendix 4). 2.4. Topographic Survey The topographic survey was provided by Amec Foster Wheeler E&I, Inc. (see Appendix 5). The project horizontal datum is relative to the North American Datum of 1983, 2011 adjustment (NAD83 (2011)) and US Survey Feet and elevations are relative to the North American Vertical Datum of 1988 (NAVD 88). 2.5. Geotechnical Investigation A percolation test was performed by All State Engineering & Testing Consultant, Inc. in February 5, 2018 (see Appendix 6). A k-value of 1.83e-04 cfs/ft 2 ft-head (equivalent to 15.81 feet per day (fpd)) resulted from the test. Seminole Tribe of Florida ollywood, FL 2
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 3. Basis of Analysis 3.1. Curve Numbers The guidelines for estimating the curve numbers of the South Florida Water Management District (SFWMD) were used to calculate the weighted runoff curve number for the project. The curve number was assumed to be 79 for low residential areas. 3.2. Time of Concentration The time of concentration is defined as the time it takes runoff to travel from the most remote point in the watershed to the point of interest. The time of concentration for the existing condition was calculated using the velocity method based on the slope of the ground and type of ground cover, as indicated in the Natural Resources Conservation Service (NRCS) methodology. The minimum time of concentration was set to 10 minutes. 3.3. Design Storm Depth, Frequency and Duration The design storms used to model the existing and proposed conditions are shown below in Table 1. Table 1. Design Storms Frequency (years) Duration (hours) Depth (inches) 10 24 6.5 25 24 8.0 100 24 10.0 The rainfall distribution used was NRCS Type 2. 3.4. Groundwater Condition According to the NRCS soil survey webpage, soil data is not available to the project area. All State Engineering & Testing Consultant, Inc. reported that depth of water table below the ground surface was 7 feet during the percolation test. This value was used for modeling due Seasonal igh-water Level (SWL) is not available. Seminole Tribe of Florida ollywood, FL 3
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 4. Existing Condition The Seminole Tribe s property has a total area of 1.36 acres (ac), but only 0.265 ac is affected by flooding around the house. Table 2 and Appendix 7 show the sub-basins draining around the house area. Table 2. Existing Drainage Sub-basins Sub-areas Area (ac) Draining to Area 1 0.151 Low Point 1 (North of Walkway) Area 2 0.032 Low Point 2 (South of Walkway) Area 3 0.082 ouse and Existing Channel 0.265 4.1. ICPR Input Parameters ICPR nodal diagram for the existing condition is shown in Appendix 8. The nodal diagram was based on the existing flow pattern. ICPR input parameters were: Unit ydrograph: U 256 Curve Number: 79 Time of Concentration: 10 minutes Rainfall Distribution: SCSII Rainfall Depths: o 6.5 inches for 10- yrs flood o 8.0 inches for 25- yrs flood o 10.0 inches for 100- yrs flood Tailwater Elevation: 7.3 ft NAVD 88 (water level at channel, per survey dated February 21, 2018) Pond Area 1 = 0.048 ac (maximum area) Pond Area 2 = 0.030 ac (maximum area) Groundwater Elevation = 4.0 feet NAVD 88 (7 ft below the average ground elevation) Vertical Conductivity = 15.81 fpd orizontal Conductivity = 7.90 fpd (assumed as half of vertical conductivity) Fill Porosity = 0.30 (average value for lime sand) Seminole Tribe of Florida ollywood, FL 4
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 4.2. ICPR Results A summary of the existing condition results from ICPR model is shown in Table 3. Table 3. Existing Condition Model Results Node Name Simulation imum (ft) imum Inflow (cfs) imum Outflow (cfs) Pond-1 10yr 24hr 10.93 0.61 0.84 Pond-2 10yr 24hr 10.93 0.70 0.46 Canal 10yr 24hr --- 0.67 --- Pond-1 25yr 24hr 10.94 0.80 1.05 Pond-2 25yr 24hr 10.94 0.93 0.68 Canal 25yr 24hr --- 0.97 --- Pond-1 100yr 24hr 10.96 1.06 1.32 Pond-2 100yr 24hr 10.95 1.22 0.97 Canal 100yr 24hr --- 1.38 --- Seminole Tribe of Florida ollywood, FL 5
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 5. Proposed Condition The proposed condition was divided in five sub-basins, each one draining to a proposed French drain and/or grate inlet. Table 4 and Appendix 10 show the sub-basins areas. Table 4. Proposed Drainage Sub-basins Sub-areas Area (ac) Draining to SB-1 0.048 French Drain 1 / Grate Inlet 1 SB-2 0.019 French Drain 2 / Grate Inlet 2 SB-3 0.093 French Drain 3 / Grate Inlet 3 SB-4 0.042 French Drain 4 / Grate Inlet 4 SB-5 0.063 Grate Inlet 5 0.265 5.1. ICPR Input Parameters The proposed drainage system has been designed as one comprehensive model including sub-basins, French drains, pipes, grates inlets and headwall with rip-rap protection. The nodal diagram was based on the proposed storm drainage system as shown in Appendix 11. ICPR input parameters are: Unit ydrograph: U 256 Curve Number: 79 Time of Concentration: 10 minutes for all basins. Rainfall Distribution: SCSII Rainfall Depths: o 6.5 inches for 10- yrs flood o 8.0 inches for 25- yrs flood o 10.0 inches for 100- yrs flood Tailwater Elevation: 7.3 feet NAVD 88 Initial = Pipe trench bottom (4 ft below RIM elevation) Warning was set to RIM elevation of grate inlets. Groundwater Elevation = 4.0 ft NAVD 88 (7 ft below the average ground elevation) Vertical Conductivity = 15.81 (fpd) orizontal Conductivity = 7.90 fpd Gravel and Fill Porosity = 0.32 (graded gravel) Seminole Tribe of Florida ollywood, FL 6
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 5.2. ICPR Results Summaries of the RIM elevation of grate inlets versus the node maximum stage results, and links results from ICPR model are shown in Table 5 and Table 6. Table 5. Model Result RIM Elevation vs imum Elevation Grate Inlet RIM Elevation (ft) 10-yr. imum (ft) 25- yr. imum (ft) 100- yr. imum (ft) GI-#1 10.21 8.04 8.10 8.18 GI-#2 9.80 7.04 7.90 8.18 GI-#3 10.27 8.11 8.22 8.38 GI-#4 10.00 8.02 8.19 8.35 GI-#5 10.06 8.01 8.17 8.33 Table 6. Model Result Links Results Link. 10-yr. (cfs). 25-yr. (cfs). 100-yr. (cfs) FD-1 0.20 0.25 0.33 FD-2 0.22 0.33 0.45 FD-3 0.37 0.50 0.62 FD-4 0.52 0.70 0.87 Perc-1 0.02 0.02 0.02 Perc-2 0.03 0.03 0.03 Perc-3 0.02 0.02 0.02 Perc-4 0.03 0.03 0.03 P-1 0.29 0.53 0.81 P-2 0.00 0.05 0.25 P-3 0.45 0.80 1.21 Seminole Tribe of Florida ollywood, FL 7
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 For more detailed information regarding link and node reports, please refer to Appendix 12. Table 7 shows a comparison between the existing and proposed condition discharges in the existing channel. The maximum flows (peak flows) for the proposed condition are lower than the existing condition for each one of the design rainfalls. Therefore, the proposed system does not have a negative impact on the existing channel. Table 7. Comparison Model Results Discharges in Existing Canal Simulation 10-yr. imum 25- yr. imum 100- yr. imum (cfs) (cfs) (cfs) Existing 0.67 0.97 1.38 Proposed 0.45 0.80 1.21 The proposed condition includes an exfiltration trench (French drain); the calculations for the design are shown in Appendix 13. The rip rap apron and design calculations can be found in Appendix 14. Seminole Tribe of Florida ollywood, FL 8
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 6. Conclusions and Recommendations 6.1. Conclusions According to the results of the models for existing conditions, the conclusions are the following: 1- Two ponding areas were identified in front of the house, based on the site survey. The largest area (Pond #1) is located north of the wood walkway and the smallest (Pond #2) is located south of the walkway. 2- Under design rainfalls, Pond #1 covers a maximum area of 1,702 square feet (sf) at a 10.96 ft of water elevation, and Pond #2 covers a maximum area of 868 sf at a 10.95 ft of water elevation approximately. 3- In the existing condition, the runoff is carried out through infiltration in the ponded areas. When the water level exceeds the local high points, the runoff is routed towards the existing channel. 4- For the proposed condition, the following infrastructure is proposed to avoid ponding and flooding: a combined system of earth swales, French drains, and pipes with discharge to the existing channel. The proposed system also includes grading to route runoff towards the earth swale and inlets. 5- The maximum flows (peak flows) for the proposed condition are lower than the existing condition for each one of the design rainfalls. Therefore, the proposed system does not have a negative impact on the existing channel. 6- To decrease flow velocity at the discharge point (proposed condition) near the existing channel, a riprap apron is recommended to spread the flow; this aids the transition to natural drainage. 6.2. Recommendations According to the results of the models for the proposed condition, the following is recommended: 1- French drain in the North, South and West sides of the house with the following characteristics: a. Trench width = 3.0 ft b. Trench height = 3.0 ft c. Trench depth below pipe invert = 1.0 ft d. Perforated pipe = 1.0 ft diameter e. Gravel porosity = 0.32 Seminole Tribe of Florida ollywood, FL 9
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 2- Earth swales on top of the French drain trenches were recommended to route runoff towards the grate inlets. Earth swales have a width of 3.0 ft and maximum depth of 0.5 ft. 3- Type C Ditch Bottom Inlets (per FDOT standards) to collect the runoff that runs through the earth swales. 4- PVC SDR-35 pipes in the East side of the house, to route the runoff that does not infiltrate, towards the existing channel. 12-inch diameter pipes are recommended, using slopes that result in 2 feet per second (fps) of minimum velocity. 5- A headwall is recommended in the end of drainage system to carry the flow towards the existing channel. The headwall used is U-type concrete endwall with steel grate (1:3 slope) per FDOT Index Number 261. 6- A rip-rap apron is recommended to spread the flow, aiding the transition to natural drainage. The rip rap apron has the following characteristics: a. Length = 6.0 ft b. Width = varying from 3.7 ft (headwall end) to 4.7 ft (existing channel) c. Depth = 1.5 ft maximum d. Average rock size = 6 inches 7- A periodic maintenance plan must be implemented to the proposed system, including cleanup of earth swales, grate inlets, pipes, headwall, and riprap. Seminole Tribe of Florida ollywood, FL 10
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 1 Project Site Seminole Tribe of Florida ollywood, FL
Legend Boundary 0 12.5 25 50 Yards Miami-Dade County GIS Groups Seminole tribe drainage study Project Boundary
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 2 FEMA Map Seminole Tribe of Florida ollywood, FL
National Flood azard Layer FIRMette 25 48'41.00"N Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 80 52'44.57"W SPECIAL FLOOD AZARD AREAS OTER AREAS OF FLOOD AZARD Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Regulatory Floodway Zone AE, AO, A, VE, AR 0.2% Annual Chance Flood azard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood azard Zone X Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to Levee Zone D OTER AREAS GENERAL STRUCTURES NO SCREEN Area of Minimal Flood azard Zone X Effective LOMRs Area of Undetermined Flood azard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall OTER FEATURES B 8 20.2 Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline Profile Baseline ydrographic Feature Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Feet 25 48'8.61"N 1:6,000 0 250 500 1,000 1,500 2,000 80 52'7.11"W MAP PANELS Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The base map shown complies with FEMA's base map accuracy standards Ü The flood hazard information is derived directly from the authoritative NFL web services provided by FEMA. This map was exported on 3/22/2018 at 8:52:34 AM and does not reflect changes or amendments subsequent to this date and time. The NFL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: base map imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes.
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 3 Wetland Map Seminole Tribe of Florida ollywood, FL
57985 Tamiami Trail East 1:4,138 0 0.035 0.07 0.14 mi 0 0.05 0.1 0.2 km U.S. Fish and Wildlife Service, National Standards and Support Team, wetlands_team@fws.gov March 22, 2018 Wetlands Estuarine and Marine Deepwater Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Lake Other This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. Estuarine and Marine Wetland Freshwater Pond Riverine National Wetlands Inventory (NWI) This page was produced by the NWI mapper
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 4 Zoning Map Seminole Tribe of Florida ollywood, FL
+ Collier Geocoder Zoning Map with Web AppBuilder for ArcGIS 400ft -80.872 25.806 Degrees
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 5 Topographic Survey Seminole Tribe of Florida ollywood, FL
50.1' 14.8' 15.66 N 12.96 15.35 SCALE: 1" - 10' 11.48 12.90 15.56 15.87 SEPTIC MOUND 15.65 15.63 11.06 14.71 15.18 13.64 12.01 14.99 15.27 12.07 11.13 10.94 10.77 10.75 11.20 11.04 10.77 14.00 13.66 11.84 11.54 10.93 11.36 10.69 10.33 LIMESTONE DRIVEWAY 11.12 10.96 11.17 10.96 11.01 10.78 4'x4' CONCRETE A/C PAD (top elevation = 11.25' 10.81 10.78 10.90 10.97 10.77 11.03 11.05 11.03 30.2' 10.88 10.86 10.78 11.05 10.80 10.68 10.53 10.26 10.18 9.98 20.0' 11.24 10.77 2.3' OVERANG 9.79 10.24 10.32 10.12 1 STORY WOOD POLE BARN 11.39 11.18 23.8' 10.93 10.73 11.11 11.37 11.12 LIMESTONE DRIVEWAY 10.83 11.03 10.91 11.08 CONCRETE SLAB 10.94 11.04 10.85 10.86 11.08 10.84 3' WOOD WALKWAY 10.86 Site Benchmark #130 Corner of concrete Elevation = 11.08' 10.91 10.88 11.07 10.95 10.94 10.79 10.91 10.82 10.92 10.88 11.24 10.99 10.97 10.93 11.01 E 10.81 10.89 10.60 10.46 COVERED CONCRETE PORC 1 STORY CONCRETE BLOCK OUSE (Finished Floor Elevation = 11.26') 30.2' 11.37 10.64 10.32 10.22 19.8' 10.70 10.80 Satellite dish CO 10.90 8.2' 8.2' 11.18 15.5' 11.31 10.55 10.32 11.10 11.20 10.82 10.92 10.58 10.20 10.75 10.17 10.72 10.82 10.33 9.84 8.69 9.99 10.52 10.72 7.47 WOOD LINE 6.84 10.13 8.57 7.43 6.87 8.71 7.23 7.03 WATERS EDGE Elevation = 7.3' (February 21, 2018) 10.67 10.77 10.19 28.3' 9.95 9.94 1 STORY WOOD FRAME SED ON CONCRETE SLAB 10.52 10.95 11.08 10.69 10.19 10.49 10.66 10.51 9.97 20.3' 10.89 9.93 10.67 10.85 10.59 10.01 9.81 9.86 10.58 10.77 10.67 10.33 10.53 10.40 9.53 SEMINOLE TRIBE OF FLORIDA TAMIAMI TRAIL DRAINAGE EXISTING CONDITIONS SURVEY ENG. OF RECORD: L.C.M. DESIGN ENGINEER: DRAWN BY: E.A. E.C. CECKER: D.. SCALE: AS NOTED ENGINEER OF RECORD: 1 NO. 3/23/18 DATE 100% DESIGN SUBMITTAL REVISION APP'D. BY File Name: Survey Reference: Field Book: Date: Page: Sheet: Work Order: 10-120141 Drawing: C-01
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 6 Percolation Test Seminole Tribe of Florida ollywood, FL
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 7 Existing Drainage Sub-basins Seminole Tribe of Florida ollywood, FL
50.1' 14.8' 15.66 N 12.96 15.35 SCALE: 1" - 10' 11.48 12.90 15.56 15.87 SEPTIC MOUND 15.65 15.63 11.06 14.71 15.18 13.64 12.01 14.99 15.27 12.07 11.13 10.94 10.77 10.75 11.20 11.04 10.77 14.00 13.66 11.84 11.54 10.93 11.36 10.69 10.33 LIMESTONE DRIVEWAY 11.12 10.96 11.17 10.96 11.01 10.78 4'x4' CONCRETE A/C PAD (top elevation = 11.25' 10.81 10.78 10.90 10.97 10.77 11.03 11.05 11.03 30.2' 10.88 10.86 10.78 11.05 10.80 10.68 10.53 10.26 10.18 9.98 20.0' 11.24 10.77 2.3' OVERANG 9.79 10.24 10.32 10.12 1 STORY WOOD POLE BARN 11.39 11.18 23.8' 10.93 10.73 11.11 11.37 11.12 LIMESTONE DRIVEWAY 10.83 11.03 10.91 11.08 CONCRETE SLAB 10.94 11.04 10.85 10.86 11.08 10.84 3' WOOD WALKWAY 10.86 Site Benchmark #130 Corner of concrete Elevation = 11.08' 10.91 10.88 11.07 10.95 10.94 10.79 10.91 10.82 10.92 10.88 11.24 10.99 10.97 10.93 11.01 E 10.81 10.89 10.60 10.46 COVERED CONCRETE PORC 1 STORY CONCRETE BLOCK OUSE (Finished Floor Elevation = 11.26') 30.2' 11.37 10.64 10.32 10.22 19.8' 10.70 10.80 Satellite dish CO 10.90 8.2' 8.2' 11.18 15.5' 11.31 10.55 10.32 11.10 11.20 10.82 10.92 10.58 10.20 10.75 10.17 10.72 10.82 10.33 9.84 8.69 9.99 10.52 10.72 7.47 WOOD LINE 6.84 10.13 8.57 7.43 6.87 8.71 7.23 7.03 WATERS EDGE Elevation = 7.3' (February 21, 2018) 10.67 10.77 10.19 28.3' 9.95 9.94 1 STORY WOOD FRAME SED ON CONCRETE SLAB 10.52 10.95 11.08 10.69 10.19 10.49 10.66 10.51 9.97 20.3' 10.89 9.93 10.67 10.85 10.59 10.01 9.81 9.86 10.58 10.77 10.67 10.33 10.53 10.40 9.53 SEMINOLE TRIBE OF FLORIDA TAMIAMI TRAIL DRAINAGE EXISTING CONDITIONS DRAINAGE SUB-BASINS ENG. OF RECORD: L.C.M. DESIGN ENGINEER: DRAWN BY: E.A. E.C. CECKER: D.. SCALE: AS NOTED ENGINEER OF RECORD: 1 NO. 3/23/18 DATE 100% DESIGN SUBMITTAL REVISION APP'D. BY File Name: Survey Reference: Field Book: Date: Page: Sheet: Work Order: 10-120141 Drawing: C-01
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 8 ICPR Nodal Diagram for Existing Condition Seminole Tribe of Florida ollywood, FL
1 Background Image: Nodal Diagram C:\Users\lcruz\Documents\Projects\Seminole Tribes\Existing Conditions Seminole\ 3/27/2018 11:00
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 9 ICPR Model Results for Existing Condition Seminole Tribe of Florida ollywood, FL
1 Background Image: Nodal Diagram Curve Number: 1 [Set] Land Cover Zone Soil Zone Curve Number [dec] Impervious C 98.0 Pervious C 79.0 Manual Basin: Area-1 Scenario: Scenario1 Node: Pond-1 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.1510 Pervious C Comment: C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
2 Manual Basin: Area-2 Scenario: Scenario1 Node: Pond-2 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0320 Pervious C Comment: Manual Basin: Area-3 Scenario: Scenario1 Node: Canal ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0820 Pervious C Comment: Node: Canal Scenario: Type: Base : Initial : Warning : Boundary : Scenario1 Time/ 0.00 cfs 7.30 ft 8.00 ft Year Month Day our 0 0 0 0.0000 7.30 0 0 0 999.0000 7.30 Comment: C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
3 Node Conditions w/ Times [Scenario1] Node Sim Name Name Canal 010Y-24 Canal 025Y-24 Canal 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 8.00 7.30 0.0000 0.67 0.00 0 0.0000 0.0000 12.0595 0.0000 8.00 7.30 0.0000 0.97 0.00 0 0.0000 0.0000 12.0614 0.0000 8.00 7.30 0.0000 1.38 0.00 0 0.0000 0.0000 12.0592 0.0000 Node : Canal [Scenario1] Node: GW Scenario: Type: Base : Scenario1 Time/ 0.00 cfs C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
4 Initial : Warning : Boundary : 4.00 ft 7.00 ft Year Month Day our 0 0 0 0.0000 4.00 0 0 0 999.0000 4.00 Comment: Node Conditions w/ Times [Scenario1] Node Sim Name Name GW 010Y-24 GW 025Y-24 GW 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 7.00 4.00 0.0000 0.39 0.00 0 0.0000 0.0000 12.0723 0.0000 7.00 4.00 0.0000 0.42 0.00 0 0.0000 0.0000 12.0721 0.0000 7.00 4.00 0.0000 0.47 0.00 0 0.0000 0.0000 12.0712 0.0000 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
5 Node : GW [Scenario1] Node: Pond-1 Scenario: Type: Base : Initial : Warning : Scenario1 /Area 0.00 cfs 10.77 ft 11.00 ft Area [ac] Area [ft2] 10.77 0.0000 0 11.00 0.0480 2091 Comment: Node Conditions w/ Times [Scenario1] Node Sim Warning Min/ Name Name Surface Min/ Inflow Outflow Area C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
6 Node Sim Name Name Pond-1 010Y-24 Pond-1 025Y-24 Pond-1 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 11.00 10.93 0.0010 0.61 0.84 1469 12.0744 11.6034 12.0495 12.0574 11.00 10.94 0.0010 0.80 1.05 1579 12.0748 11.6094 12.0507 12.0748 11.00 10.96 0.0010 1.06 1.32 1702 12.0622 11.8703 12.0504 12.0867 Node : Pond-1 [Scenario1] Node: Pond-2 Scenario: Type: Base : Initial : Scenario1 /Area 0.00 cfs 10.86 ft C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
7 Warning : 11.00 ft Area [ac] Area [ft2] 10.86 0.0000 0 11.00 0.0300 1307 Comment: Node Conditions w/ Times [Scenario1] Node Sim Name Name Pond-2 010Y-24 Pond-2 025Y-24 Pond-2 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 11.00 10.93 0.0010 0.70 0.46 649 12.0595 11.9892 12.0574 12.0765 11.00 10.94 0.0010 0.93 0.68 751 12.0721 12.1314 12.0748 12.0721 11.00 10.95 0.0010 1.22 0.97 868 12.0652 12.1355 12.0867 12.0592 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
8 Node : Pond-2 [Scenario1] Percolation Link: Perc-1 Scenario: Scenario1 From Node: Pond-1 To Node: GW Link Count: 1 Direction: Both Aquifer Base Elevation: 0.00 ft Water Table Elevation: 4.00 ft Annual Recharge Rate: 0 ipy orizontal Conductivity: 7.900 fpd Vertical Conductivity: 15.810 fpd Fillable Porosity: 0.300 Layer Thickness: 6.86 ft Comment: Surface Area Option: Vary Based on /Area Table Vertical Termination: orizontal Algorithm Perimeter 1: 150.00 ft Perimeter 2: 276.00 ft Perimeter 3: 464.00 ft Distance P1 to P2: 20.00 ft Distance P2 to P3: 30.00 ft # of Cells P1 to P2: 4 # of Cells P2 to P3: 3 Link Min/ Conditions with Times [Scenario1] Link Sim Min Min/ Us Ds C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
9 Link Sim Name Name Perc-1 010Y-24 Perc-1 025Y-24 Perc-1 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.27 0.00 0.01 0.00 0.00 12.0744 0.0000 0.0000 0.0000 0.0000 0.29 0.00 0.01 0.00 0.00 12.0748 0.0000 0.0000 0.0000 0.0000 0.31 0.00 0.01 0.00 0.00 12.0622 0.0000 0.0000 0.0000 0.0000 Link : Perc-1 [Scenario1] Percolation Link: Perc-2 Scenario: Scenario1 From Node: Pond-2 To Node: GW Link Count: 1 Surface Area Option: Vertical Termination: Perimeter 1: Vary Based on /Area Table orizontal Algorithm 184.00 ft C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
10 Direction: Both Aquifer Base Elevation: 0.00 ft Water Table Elevation: 4.00 ft Annual Recharge Rate: 0 ipy orizontal Conductivity: 7.900 fpd Vertical Conductivity: 15.810 fpd Fillable Porosity: 0.300 Layer Thickness: 6.81 ft Comment: Perimeter 2: 310.00 ft Perimeter 3: 498.00 ft Distance P1 to P2: 20.00 ft Distance P2 to P3: 30.00 ft # of Cells P1 to P2: 4 # of Cells P2 to P3: 3 Link Min/ Conditions with Times [Scenario1] Link Sim Name Name Perc-2 010Y-24 Perc-2 025Y-24 Perc-2 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.12 0.00 0.01 0.00 0.00 12.0765 0.0000 11.7689 0.0000 0.0000 0.14 0.00-0.01 0.00 0.00 12.0721 0.0000 12.8984 0.0000 0.0000 0.16 0.00 0.01 0.00 0.00 12.0592 0.0000 11.6212 0.0000 0.0000 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
11 Link : Perc-2 [Scenario1] Weir Link: Weir-1 Scenario: Scenario1 From Node: Pond-1 To Node: Pond-2 Link Count: 1 Direction: Both Damping: 0.0000 ft Weir Type: Broad Crested Vertical Geometry Type: Irregular Invert: 10.81 ft Control Elevation: 10.81 ft Cross Section: CS-1 Comment: 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 Orifice Table: Link Min/ Conditions with Times [Scenario1] C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
12 Link Sim Name Name Weir-1 010Y-24 Weir-1 025Y-24 Weir-1 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.58-0.08-0.44 0.26 0.26 12.0574 0.0000 12.0595 12.0574 12.0574 0.77-0.08-0.60 0.31 0.31 12.0748 0.0000 12.1144 12.1110 12.1110 1.01-0.08 0.58 0.35 0.35 12.0867 0.0000 12.0867 12.0867 12.0867 Link : Weir-1 [Scenario1] Weir Link: Weir-2 Scenario: Scenario1 From Node: Pond-2 To Node: Canal Link Count: 1 Bottom Clip Default: 0.00 ft Op Table: Ref Node: C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
13 Direction: Both Damping: 0.0000 ft Top Clip Weir Type: Sharp Crested Vertical Default: 0.00 ft Geometry Type: Irregular Op Table: Invert: 10.88 ft Ref Node: Control Elevation: 10.88 ft Discharge Coefficients Cross Section: CS-2 Weir Default: 2.800 Weir Table: Orifice Default: 0.600 Orifice Table: Comment: Link Min/ Conditions with Times [Scenario1] Link Sim Name Name Weir-2 010Y-24 Weir-2 025Y-24 Weir-2 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.34 0.00-0.03 0.00 0.00 12.0765 0.0000 12.1292 0.0000 0.0000 0.55 0.00-0.04 0.59 0.59 12.0721 0.0000 12.1314 12.0775 12.0775 0.81 0.00-0.04 0.67 0.67 12.0592 0.0000 12.1355 12.0901 12.0901 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
14 Link : Weir-2 [Scenario1] C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Existing Conditions Seminole\ 3/28/2018 10:51
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 10 Proposed Drainage Sub-basins Seminole Tribe of Florida ollywood, FL
50.1' 14.8' 15.66 N SCALE: 1" - 10' SEPTIC MOUND LIMESTONE DRIVEWAY 11.01 4'x4' CONCRETE A/C PAD (top elevation = 11.25' 30.2' 2.3' OVERANG 20.0' 1 STORY WOOD POLE BARN COVERED CONCRETE PORC 8.2' WOOD LINE 23.8' 3' WOOD WALKWAY 1 STORY CONCRETE BLOCK OUSE (Finished Floor Elevation = 11.26') 15.5' 8.2' LIMESTONE DRIVEWAY Site Benchmark #130 Corner of concrete Elevation = 11.08' E 19.8' WATERS EDGE Elevation = 7.3' (February 21, 2018) 30.2' CONCRETE SLAB Satellite dish 10.67 28.3' 1 STORY WOOD FRAME SED ON CONCRETE SLAB 20.3' 10.67 SEMINOLE TRIBE OF FLORIDA TAMIAMI TRAIL DRAINAGE PROPOSED GRADING AND DRAINAGE DRAINAGE SUB-BASINS ENG. OF RECORD: L.C.M. DESIGN ENGINEER: DRAWN BY: E.A. E.C. CECKER: D.. SCALE: AS NOTED ENGINEER OF RECORD: 1 NO. 3/23/18 DATE 100% DESIGN SUBMITTAL REVISION APP'D. BY File Name: Survey Reference: Field Book: Date: Page: Sheet: Work Order: 10-120141 Drawing: C-02
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 11 ICPR Nodal Diagram for Proposed Condition Seminole Tribe of Florida ollywood, FL
1 Background Image: Nodal Network C:\Users\lcruz\Documents\Projects\Seminole Tribes\Seminole Tribe - SS Model\ 3/27/2018 13:46
Stormwater Management Report 57985 Tamiami Trail East Ochopee, FL 34141 APPENDIX 12 ICPR Model Results for Proposed Condition Seminole Tribe of Florida ollywood, FL
1 Background Image: Nodal Network Curve Number: 1 [Set] Land Cover Zone Soil Zone Curve Number [dec] Impervious A 98.0 Pervious C 79.0 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
2 Manual Basin: SB-1 Scenario: Scenario1 Node: C-1 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0480 Pervious C Comment: Manual Basin Runoff Summary [Scenario1] Basin Sim Name Area [ac] Equivalent % Imperv % DCIA Name Rainfall [in] Runoff [in] Curve Number SB-1 010Y-24 0.19 12.0500 6.50 4.12 0.0480 79.0 0.00 0.00 SB-1 025Y-24 0.26 12.0500 8.00 5.50 0.0480 79.0 0.00 0.00 SB-1 100Y-24 0.34 12.0500 10.00 7.38 0.0480 79.0 0.00 0.00 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
3 Manual Basin Runoff Rate: SB-1 [Scenario1] Manual Basin: SB-2 Scenario: Scenario1 Node: GI-1 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0190 Pervious C Comment: Manual Basin Runoff Summary [Scenario1] Basin Sim Name Area [ac] Equivalent % Imperv % DCIA C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
4 Basin Sim Name Area [ac] Equivalent % Imperv % DCIA Name Rainfall [in] Runoff [in] Curve Number SB-2 010Y-24 0.08 12.0500 6.50 4.12 0.0190 79.0 0.00 0.00 SB-2 025Y-24 0.10 12.0500 8.00 5.50 0.0190 79.0 0.00 0.00 SB-2 100Y-24 0.13 12.0500 10.00 7.38 0.0190 79.0 0.00 0.00 Manual Basin Runoff Rate: SB-2 [Scenario1] Manual Basin: SB-3 Scenario: Scenario1 Node: C-2 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
5 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0930 Pervious C Comment: Manual Basin Runoff Summary [Scenario1] Basin Sim Name Area [ac] Equivalent % Imperv % DCIA Name Rainfall [in] Runoff [in] Curve Number SB-3 010Y-24 0.37 12.0500 6.50 4.12 0.0930 79.0 0.00 0.00 SB-3 025Y-24 0.49 12.0500 8.00 5.50 0.0930 79.0 0.00 0.00 SB-3 100Y-24 0.66 12.0500 10.00 7.38 0.0930 79.0 0.00 0.00 Manual Basin Runoff Rate: SB-3 [Scenario1] Manual Basin: SB-4 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
6 Scenario: Scenario1 Node: GI-3 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0420 Pervious C Comment: Manual Basin Runoff Summary [Scenario1] Basin Sim Name Area [ac] Equivalent % Imperv % DCIA Name Rainfall [in] Runoff [in] Curve Number SB-4 010Y-24 0.17 12.0500 6.50 4.12 0.0420 79.0 0.00 0.00 SB-4 025Y-24 0.22 12.0500 8.00 5.50 0.0420 79.0 0.00 0.00 SB-4 100Y-24 0.30 12.0500 10.00 7.38 0.0420 79.0 0.00 0.00 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
7 Manual Basin Runoff Rate: SB-4 [Scenario1] Manual Basin: SB-5 Scenario: Scenario1 Node: GI-5 ydrograph Method: NRCS Unit ydrograph Infiltration Method: Curve Number Time of Concentration: 10.0000 min Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit ydrograph: U256 Peaking Factor: 256.0 Area [ac] Land Cover Zone Soil Zone Rainfall Name 0.0630 Pervious C Comment: Manual Basin Runoff Summary [Scenario1] Basin Sim Name Area [ac] Equivalent % Imperv % DCIA C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
8 Basin Sim Name Area [ac] Equivalent % Imperv % DCIA Name Rainfall [in] Runoff [in] Curve Number SB-5 010Y-24 0.25 12.0500 6.50 4.12 0.0630 79.0 0.00 0.00 SB-5 025Y-24 0.34 12.0500 8.00 5.50 0.0630 79.0 0.00 0.00 SB-5 100Y-24 0.44 12.0500 10.00 7.38 0.0630 79.0 0.00 0.00 Manual Basin Runoff Rate: SB-5 [Scenario1] Node: C-1 Scenario: Type: Base : Initial : Warning : Scenario1 /Area 0.00 cfs 7.82 ft 10.82 ft Comment: C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
9 Node Conditions w/ Times [Scenario1] Node Sim Name Name C-1 010Y-24 C-1 025Y-24 C-1 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 10.82 8.06 0.0003 0.19 0.20 100 12.1117 12.7697 12.0500 12.0640 10.82 8.11 0.0004 0.26 0.25 100 12.0722 12.7782 12.0500 12.0677 10.82 8.19 0.0010 0.34 0.33 100 12.3221 12.3569 12.0500 12.0572 Node : C-1 [Scenario1] Node: C-2 Scenario: Type: Base : Scenario1 /Area 0.00 cfs C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
10 Initial : Warning : 7.74 ft 10.74 ft Comment: Node Conditions w/ Times [Scenario1] Node Sim Name Name C-2 010Y-24 C-2 025Y-24 C-2 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 10.74 8.12 0.0006 0.37 0.37 100 12.0674 12.7697 12.0500 12.0622 10.74 8.22 0.0007 0.49 0.50 100 12.1305 12.8368 12.0500 12.0537 10.74 8.39 0.0010 0.66 0.62 100 12.0979 12.4369 12.0500 12.0667 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
11 Node : C-2 [Scenario1] Node: Canal Scenario: Type: Base : Initial : Warning : Boundary : Scenario1 Time/ 0.00 cfs 7.50 ft 11.00 ft Year Month Day our 0 0 0 0.0000 7.30 0 0 0 9999.0000 7.30 Comment: Node Conditions w/ Times [Scenario1] Node Sim Warning Min/ Name Name Surface Min/ C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
12 Node Sim Name Name Canal 010Y-24 Canal 025Y-24 Canal 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 11.00 7.30 0.0000 0.45 0.00 0 0.0000 0.0000 12.2203 0.0000 11.00 7.30 0.0000 0.80 0.00 0 0.0000 0.0000 12.1427 0.0000 11.00 7.30 0.0000 1.21 0.00 0 0.0000 0.0000 12.1078 0.0000 Node : Canal [Scenario1] Node: GI-1 Scenario: Type: Base : Initial : Scenario1 /Area 0.00 cfs 6.21 ft C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
13 Warning : 10.21 ft Area [ac] Area [ft2] 6.21 0.0015 65 10.21 0.0015 65 Comment: Node Conditions w/ Times [Scenario1] Node Sim Name Name GI-1 010Y-24 GI-1 025Y-24 GI-1 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 10.21 8.04 0.0010 0.27 0.23 115 12.1164 11.9041 12.0639 12.1165 10.21 8.10 0.0010 0.35 0.35 117 12.0762 11.8371 12.0620 12.0764 10.21 8.18 0.0010 0.47 0.47 118 12.3212 11.4811 12.0523 12.0682 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
14 Node : GI-1 [Scenario1] Node: GI-2 Scenario: Type: Base : Initial : Warning : Scenario1 /Area 0.00 cfs 5.80 ft 9.80 ft Area [ac] Area [ft2] 5.80 0.0033 145 9.80 0.0033 145 Comment: Node Conditions w/ Times [Scenario1] Node Sim Warning Min/ Name Name Surface Min/ Inflow Outflow Area C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
15 Node Sim Name Name GI-2 010Y-24 GI-2 025Y-24 GI-2 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 9.80 7.04 0.0010 0.22 0.03 179 12.8836 13.1554 12.1165 12.0454 9.80 7.90 0.0010 0.33 0.08 194 12.6416 12.0625 12.0764 12.6809 9.80 8.18 0.0010 0.45 0.27 201 12.3212 12.0460 12.0682 12.3454 Node : GI-2 [Scenario1] Node: GI-3 Scenario: Type: Base : Initial : Scenario1 /Area 0.00 cfs 6.27 ft C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
16 Warning : 10.27 ft Area [ac] Area [ft2] 6.27 0.0012 52 10.27 0.0012 52 Comment: Node Conditions w/ Times [Scenario1] Node Sim Name Name GI-3 010Y-24 GI-3 025Y-24 GI-3 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 10.27 8.11 0.0010 0.54 0.54 106 12.0688 11.6825 12.0539 12.0689 10.27 8.22 0.0010 0.72 0.72 107 12.1326 11.5668 12.0500 12.0500 10.27 8.38 0.0010 0.92 0.89 107 12.0996 10.4288 12.0536 12.0692 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
17 Node : GI-3 [Scenario1] Node: GI-4 Scenario: Type: Base : Initial : Warning : Scenario1 /Area 0.00 cfs 6.00 ft 10.00 ft Area [ac] Area [ft2] 6.00 0.0035 151 10.00 0.0035 151 Comment: Node Conditions w/ Times [Scenario1] Node Sim Warning Min/ Name Name Surface Min/ Inflow Outflow Area C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
18 Node Sim Name Name GI-4 010Y-24 GI-4 025Y-24 GI-4 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 10.00 8.02 0.0010 0.52 0.32 213 12.2236 11.9993 12.0689 12.2302 10.00 8.19 0.0010 0.70 0.56 214 12.1391 11.9996 12.0500 12.1368 10.00 8.35 0.0010 0.87 0.84 214 12.1041 11.9344 12.0692 12.1017 Node : GI-4 [Scenario1] Node: GI-5 Scenario: Type: Base : Initial : Scenario1 /Area 0.00 cfs 7.56 ft C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
19 Warning : 10.06 ft Comment: Node Conditions w/ Times [Scenario1] Node Sim Name Name GI-5 010Y-24 GI-5 025Y-24 GI-5 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 10.06 8.01 0.0010 0.46 0.45 166 12.2233 12.7697 12.1905 12.2203 10.06 8.17 0.0010 0.81 0.80 188 12.1394 12.8453 12.1136 12.1427 10.06 8.33 0.0010 1.23 1.21 208 12.1042 12.6929 12.0834 12.1078 Node : GI-5 [Scenario1] C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
20 Node: GW-North Scenario: Type: Base : Initial : Warning : Boundary : Scenario1 Time/ 0.00 cfs 4.00 ft 6.50 ft Year Month Day our 0 0 0 0.0000 4.00 0 0 0 9999.0000 4.00 Comment: Node Conditions w/ Times [Scenario1] Node Name Sim Name GW-Nor 010Y-24 th GW-Nor 025Y-24 th GW-Nor 100Y-24 th Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 6.50 4.00 0.0000 0.05 0.00 0 0.0000 0.0000 11.8638 0.0000 6.50 4.00 0.0000 0.05 0.00 0 0.0000 0.0000 11.7250 0.0000 6.50 4.00 0.0000 0.05 0.00 0 0.0000 0.0000 11.4081 0.0000 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
21 Node : GW-North [Scenario1] Node: GW-South Scenario: Type: Base : Initial : Warning : Boundary : Scenario1 Time/ 0.00 cfs 4.00 ft 6.50 ft Year Month Day our 0 0 0 0.0000 4.00 0 0 0 9999.0000 4.00 Comment: Node Conditions w/ Times [Scenario1] Node Sim Warning Min/ Name Name Surface Min/ C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
22 Node Name GW-Sou th GW-Sou th GW-Sou th Sim Name 010Y-24 025Y-24 100Y-24 Warning Min/ Inflow Outflow Surface Area [ft2] Min/ Inflow Outflow 6.50 4.00 0.0000 0.04 0.00 0 0.0000 0.0000 12.0454 0.0000 6.50 4.00 0.0000 0.04 0.00 0 0.0000 0.0000 11.9693 0.0000 6.50 4.00 0.0000 0.04 0.00 0 0.0000 0.0000 11.8812 0.0000 Node : GW-South [Scenario1] French Drain Link: FD-1 Scenario: Scenario1 From Node: C-1 To Node: GI-1 Link Count: 1 Pipe Data Damping: 0.0000 ft FWA Code: 0 Entr Loss Coef: 0.00 Exit Loss Coef: 0.00 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
23 Direction: Both Trench Length: 21.57 ft Trench Width: 3.00 ft Trench eight: 3.00 ft Trench Depth Below Invert: 1.00 ft Trench Gravel Porosity: 0.320 Comment: Pipe Data Bend Loss Coef: 0.00 Bend Location: 0.00 ft Energy Switch: Energy Pipe Length: 21.57 ft Pipe Invert: 7.82 ft Pipe Invert: 7.78 ft Manning's N: 0.0120 Geometry Type: Circular Pipe Depth: 1.00 ft Link Min/ Conditions with Times [Scenario1] Link Sim Name Name FD-1 010Y-24 FD-1 025Y-24 FD-1 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.20 0.00 0.00 1.45 2.00 12.0640 0.0000 11.8392 12.0647 12.0585 0.25 0.00 0.00 1.52 2.08 12.0677 0.0000 11.7701 11.9888 11.9826 0.33 0.00 0.15 1.49 2.03 12.0572 0.0000 12.3664 11.9017 11.8948 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
24 Link : FD-1 [Scenario1] French Drain Link: FD-2 Scenario: Scenario1 From Node: GI-1 To Node: GI-2 Link Count: 1 Direction: Both Trench Length: 43.90 ft Trench Width: 3.00 ft Trench eight: 3.00 ft Trench Depth Below Invert: 1.00 ft Trench Gravel Porosity: 0.320 Comment: Pipe Data Damping: 0.0000 ft FWA Code: 0 Entr Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Bend Location: 0.00 ft Energy Switch: Energy Pipe Length: 43.90 ft Pipe Invert: 7.78 ft Pipe Invert: 7.71 ft Manning's N: 0.0120 Geometry Type: Circular Pipe Depth: 1.00 ft Link Min/ Conditions with Times [Scenario1] C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
25 Link Sim Name Name FD-2 010Y-24 FD-2 025Y-24 FD-2 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.22 0.00 0.00 1.34 2.13 12.1165 0.0000 12.0547 12.1167 12.1167 0.33 0.00 0.00 1.55 2.41 12.0764 0.0000 12.0504 12.0767 12.1019 0.45 0.00-0.04 1.71 2.53 12.0682 0.0000 12.3664 12.0683 12.0684 Link : FD-2 [Scenario1] French Drain Link: FD-3 Scenario: Scenario1 From Node: C-2 To Node: GI-3 Link Count: 1 Pipe Data Damping: 0.0000 ft FWA Code: 0 Entr Loss Coef: 0.00 Exit Loss Coef: 0.00 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
26 Direction: Both Trench Length: 17.22 ft Trench Width: 3.00 ft Trench eight: 3.00 ft Trench Depth Below Invert: 1.00 ft Trench Gravel Porosity: 0.320 Comment: Pipe Data Bend Loss Coef: 0.00 Bend Location: 0.00 ft Energy Switch: Energy Pipe Length: 17.22 ft Pipe Invert: 7.74 ft Pipe Invert: 7.71 ft Manning's N: 0.0120 Geometry Type: Circular Pipe Depth: 1.00 ft Link Min/ Conditions with Times [Scenario1] Link Sim Name Name FD-3 010Y-24 FD-3 025Y-24 FD-3 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.37 0.00 0.00 1.45 1.99 12.0622 0.0000 12.1973 11.8796 11.8745 0.50 0.00 0.00 1.48 1.79 12.0537 0.0000 12.1326 12.0537 11.7348 0.62 0.00 0.12 1.53 1.46 12.0667 0.0000 12.3221 11.9618 11.9618 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
27 Link : FD-3 [Scenario1] French Drain Link: FD-4 Scenario: Scenario1 From Node: GI-3 To Node: GI-4 Link Count: 1 Direction: Both Trench Length: 50.19 ft Trench Width: 3.00 ft Trench eight: 3.00 ft Trench Depth Below Invert: 1.00 ft Trench Gravel Porosity: 0.320 Comment: Pipe Data Damping: 0.0000 ft FWA Code: 0 Entr Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Bend Location: 0.00 ft Energy Switch: Energy Pipe Length: 50.19 ft Pipe Invert: 7.71 ft Pipe Invert: 7.63 ft Manning's N: 0.0120 Geometry Type: Circular Pipe Depth: 1.00 ft Link Min/ Conditions with Times [Scenario1] C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
28 Link Sim Name Name FD-4 010Y-24 FD-4 025Y-24 FD-4 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.52 0.00 0.00 1.78 2.62 12.0689 0.0000 11.8836 12.0691 12.0691 0.70 0.00 0.00 2.00 2.85 12.0500 0.0000 11.9176 12.0501 12.0417 0.87 0.00 0.02 2.04 2.88 12.0692 0.0000 12.3419 11.9590 11.9498 Link : FD-4 [Scenario1] Pipe Link: P-1 Scenario: Scenario1 From Node: GI-4 To Node: GI-5 Link Count: 1 Upstream Downstream Invert: 7.63 ft Invert: 7.56 ft Manning's N: 0.0120 Manning's N: 0.0120 Geometry: Circular Geometry: Circular Depth: 1.00 ft Depth: 1.00 ft C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
29 Direction: Positive Damping: 0.0000 ft Length: 44.39 ft FWA Code: 0 Entr Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Bend Location: 0.00 ft Energy Switch: Energy Comment: 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 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 Min/ Conditions with Times [Scenario1] Link Sim Name Name P-1 010Y-24 P-1 025Y-24 P-1 100Y-24 Min Min/ Us [fps] Ds [fps] Min Min/ Us Ds 0.29 0.00 0.02 1.06 0.88 12.2302 0.0000 12.1346 12.1690 12.1690 0.53 0.00 0.02 1.18 1.06 12.1368 0.0000 12.0373 12.1368 12.1368 0.81 0.00 0.04 1.34 1.25 12.1017 0.0000 12.3454 12.1017 12.1017 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33
30 Link : P-1 [Scenario1] Pipe Link: P-2 Scenario: Scenario1 From Node: GI-2 To Node: GI-5 Link Count: 1 Direction: Positive Damping: 0.0000 ft Length: 38.90 ft FWA Code: 0 Entr Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Bend Location: 0.00 ft Energy Switch: Energy Comment: Upstream Downstream Invert: 7.71 ft Invert: 7.64 ft Manning's N: 0.0120 Manning's N: 0.0120 Geometry: Circular Geometry: Circular Depth: 1.00 ft Depth: 1.00 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 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 C:\Users\lcruz\Documents\Projects\Seminole Tribes\ICPR Model\Seminole Tribe - SS Model\ 3/28/2018 11:33