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HomeMy WebLinkAboutDrainage Report170062004 – Clay Terrace East Redevelopment Equicor Hotel Group Tempo by Hilton – Clay Terrace 14311 Clay Terrace Blvd Carmel, IN 46032 Drainage Report September 8, 2022 Revised: November 8, 2022 Prepared For: Equicor Hotel Group 111 Monument Circle, Suite 350 Indianapolis, IN 46204 Prepared By: Kimley-Horn and Associates, Inc. Mike Timko, P.E. 250 East 96th Street, Suite 580 Indianapolis, IN 46240 Phone: (317) 218-9561 170062009 – Tempo by Hilton – Clay Terrace TABLE OF CONTENTS 1.0. PROJECT SUMMARY 2.0. INTRODUCTION 3.0. EXISTING CONDITIONS 4.0. PROPOSED CONDITIONS Appendix A: Project Site Maps Appendix B: Existing Drainage Conditions Appendix C: Proposed Drainage Conditions Appendix D: Proposed Storm Sewer Design Appendix E: Stormwater Quality Design Appendix F: Master Drainage Report 170062009 – Tempo by Hilton – Clay Terrace 1.0 Project Summary Project Name: Tempo by Hilton – Clay Terrace Location: 14311 Clay Terrace Blvd Report Type: Drainage Report Reviewing Agency: City of Carmel Storm Sewer Sizing: Rational Method Basin Runoff Calculations: USDA NRCS TR-55 Stormwater Quality: Existing Wet Pond & Proposed Hydrodynamic Separator Design Standards: City of Carmel Stormwater Technical Standards Manual 2.0. Introduction Kimley-Horn and Associates, Inc. has been retained by Equicor Hotel Group, Inc. to provide civil engineering services for the redevelopment of 2.37 acres including a hotel and associated parking lot, private drives, and necessary utility infrastructure at 14311 Clay Terrace Blvd, Carmel, IN 46032. This project lies within the overall Clay Terrace Master Plan. This drainage report references previous hydrologic inputs from the original Master Plan Drainage Report from 2003 to verify this project is consistent with the overall master plan and to provide an updated master drainage report for future development and public infrastructure improvements along Clay Terrace Boulevard. 3.0. Existing Conditions Soil Characteristics Per the United States Geological Survey’s (USGS) Natural Resources Conservation Service (NRCS) Web Soil Survey, the site soil consists of Urban land-Brookston complex (UbaA); Urban land-Crosby silt loam complex (UcfA); Urban land-Miami silt loam complex (UkbB2); Urban land-Miami silt loam complex (UmjC2); and Shoals silt loam-Urban land complex frequently flooded for brief durations (YshAH). The hydrologic group for the site was classified as Group D. Refer to Appendix A for the NRCS Web Soil Survey information. FEMA According to FEMA Flood Insurance Rate Maps 18057C0207G dated November 19, 2014 provided in Appendix A, the 2.37 acre site resides within “Unshaded Zone X” which corresponds to areas determined to be outside of the 0.2% annual chance floodplain. Existing Site Features The total existing site consists of approximately 2.37 acres of fully developed land consisting of an existing parking lot, private drives and open space. The existing developed site currently drains via sheet and shallow concentrated flow to existing storm sewers on site, eventually discharging to the existing wet detention pond located on the northeast side of site. The 2.37 acre site was incorporated into overall master planned contributing drainage areas, one for Right-of-Way drainage and the others for Private Development drainage consistent with the 2003 Master Drainage Report. The northern portion of the privately developed area consists of basins “EX NORTH BASIN (EAST)” and “EX NORTH BASIN (WEST)”. These two basins are separated by Clay Terrace Blvd. and 170062009 – Tempo by Hilton – Clay Terrace drain to the northeast wet detention pond, which is released through an existing outlet control structure, eventually discharging to the east into the US-31 R.O.W. Refer to Appendix B for the existing drainage calcuations. The southern portion of the privately developed area consists of basins “EX SOUTH BASIN (EAST)” and “EX SOUTH BASIN (WEST).” These two basins are separated by Clay Terrace Blvd and drain to the southeast wet detention pond, which is released through an existing outlet control structure, eventually discharging to an existing stream along the southern portion of the site. Refer to Appendix B for the existing drainage calculations included time of concentrations and area weighted CNs. The right-of-way basin “EX CLAY TERRACE BLVD”, directly discharges to the creek along the southern portion of the site. This basin includes Clay Terrace Blvd right-of-way as well as portions of the existing development that are collected by the Clay Terrace Blvd. drainage system. ICPR 4 modeling was used to determine the existing release rates for the north and south wet detention ponds and reproduce the master planned release rates based on the most current version of ICPR 4. The model used Huff rainfall data for both the 10-year and 100-year storm events to match the previous Master Drainage Report (Refer to Appendix F for previous Master Drainage Report). Tables 1 and 2 summarize the existing and master planned pond discharge rates for the peak 10-year and 100-year storm events (refer to Appendix B for ICPR model inputs and results): 4.0. Proposed Conditions The proposed 2.37 acre private development will closely mimic the existing conditions and drain via sheet and shallow concentrated flow to proposed storm sewers on site, eventually discharging to the existing wet detention ponds to the north or to the south of the site. The existing ponds have been modeled using ICPR 4 to ensure that the future development will not negatively impact the existing wet detention ponds. To ensure the ponds are adequately sized for future redevelopment, the proposed North Basin (East) and South Basin (East) CNs were calculated based the Table 1. Summary of North Detention Pond Performance Total Area 10-YR Discharge 100-YR Discharge 100-YR Max. Stage (acres) (cfs) (cfs) (ft) Master Planned 31.21 3.32 18.63 838.28 Existing 30.51 3.22 14.41 838.23 Table 2. Summary of South Detention Pond Performance Total Area 10-YR Discharge 100-YR Discharge 100-YR Max. Stage (acres) (cfs) (cfs) (ft) Master Planned 23.93 3.17 18.28 818.48 Existing 22.33 2.93 12.52 818.35 170062009 – Tempo by Hilton – Clay Terrace proposed project. Refer to Table 5 for a comparison of master planned versus proposed CNs and pages 5 & 6 of the Clay Terrace Master Plan dated April 15th, 2003 for reference to the original CN values. Overall time of concentration flow paths and calculations were unchanged for the proposed condition. Model results show the proposed development can be accommodated based on comparison to the master planned peak discharges and proposed impervious area. Refer to the tables below for the proposed discharge rates (refer to Appendix C for the proposed drainage conditions and hydrologic inputs): Table 3. Summary of Proposed North Detention Pond Performance Table 4. Summary of Proposed South Detention Pond Performance Proposed Storm Sewer Design As a part of the Tempo by Hilton project, storm sewer is proposed along the eastern portion of the site for future development. The proposed storm sewer will utilize reinforced concrete pipe to convey the future runoff from redevelopment to the existing detention pond to the South. The storm sewer has been designed in order to meet the intent of the City of Carmel Stormwater Technical Standards (Refer to Appendix D for proposed storm sewer design). Stormwater Quality Water quality for a portion of the future redevelopment will be provided by both the existing wet detention pond to the north of the site as well as a proposed hydrodynamic separator. (Refer to Appendix E for Stormwater Quality Calculations). Total Area 10-YR Discharge 100-YR Discharge 100-YR Max. Stage (acres) (cfs) (cfs) (ft) Master Planned 31.21 3.32 18.63 838.28 Existing 30.51 3.22 14.41 838.23 Proposed 30.88 3.26 16.99 838.26 Total Area 10-YR Discharge 100-YR Discharge 100-YR Max. Stage (acres) (cfs) (cfs) (ft) Master Planned 23.93 3.17 18.28 818.48 Existing 22.33 2.93 12.52 818.35 Proposed 22.11 2.97 13.39 818.37 Table 5. Summary of Curve Numbers Master Plan Area Proposed Area acres acres North Basin (East) - - 94 16.07 North Basin (West) - - 95 14.81 North (Total) 95 31.21 94 30.88 South Basin (East) - - 95 12.47 South Basin (West) - - 93 9.64 South (Total) 95 23.93 94 22.11 Master Plan CN Proposed CN 170062009 – Tempo by Hilton – Clay Terrace Conclusions The proposed drainage design for this project has been designed to meet the intent of the City of Carmel’s Stormwater Management Technical Standards as well as the previously prepared drainage report, “Drainage Computations Summary; Clay Terrace Retail Center”, dated March 27, 2003. No adverse impacts are anticipated to affect any adjacent or downstream properties. 170062004 – Clay Terrace East Redevelopment Appendix A: Project Site Maps Hydrologic Soil Group—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/18/2019 Page 1 of 4442730044274004427500442760044277004427800442790044280004428100442730044274004427500442760044277004427800442790044280004428100574100574200574300574400574500574600574700 574100 574200 574300 574400 574500 574600 574700 40° 0' 2'' N 86° 7' 57'' W40° 0' 2'' N86° 7' 28'' W39° 59' 31'' N 86° 7' 57'' W39° 59' 31'' N 86° 7' 28'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,530 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Hamilton County, Indiana Survey Area Data: Version 20, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 1, 2018—Sep 30, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/18/2019 Page 2 of 4 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI UbaA Urban land-Brookston complex, 0 to 2 percent slopes 5.6 18.4% UcfA Urban land-Crosby silt loam complex, fine- loamy subsoil, 0 to 2 percent slopes 12.8 42.2% UkbB2 Urban land-Miami silt loam complex, 2 to 6 percent slopes, eroded 5.7 18.8% UmjC2 Urban land-Miami silt loam complex, 6 to 12 percent slopes, eroded 4.9 16.0% YshAH Shoals silt loam-Urban land complex, 0 to 2 percent slopes, frequently flooded, brief duration B/D 1.4 4.5% Totals for Area of Interest 30.4 100.0% Hydrologic Soil Group—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/18/2019 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/18/2019 Page 4 of 4 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary 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 basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 7/18/2022 at 10:43 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL 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: basemap 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. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 86°8'W 40°0'2"N 86°7'22"W 39°59'34"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 200-6 TABLE 201-2: Rainfall Intensities for Various Return Periods and Storm Durations Rainfall Intensity (Inches/Hour) Return Period (Years) Duration 2 5 10 25 50 100 5 Min. 4.63 5.43 6.12 7.17 8.09 9.12 10 Min. 3.95 4.63 5.22 6.12 6.90 7.78 15 Min. 3.44 4.03 4.55 5.33 6.01 6.77 20 Min. 3.04 3.56 4.02 4.71 5.31 5.99 30 Min. 2.46 2.88 3.25 3.81 4.29 4.84 40 Min. 2.05 2.41 2.71 3.18 3.59 4.05 50 Min. 1.76 2.06 2.33 2.73 3.07 3.47 1 Hr. 1.54 1.80 2.03 2.38 2.68 3.03 1.5 Hrs. 1.07 1.23 1.42 1.63 1.91 2.24 2 Hrs. 0.83 0.95 1.11 1.37 1.60 1.87 3 Hrs. 0.59 0.72 0.84 1.04 1.22 1.42 4 Hrs. 0.47 0.58 0.68 0.84 0.99 1.15 5 Hrs. 0.40 0.49 0.58 0.71 0.83 0.97 6 Hrs. 0.35 0.43 0.50 0.62 0.72 0.85 7 Hrs. 0.31 0.38 0.44 0.55 0.64 0.75 8 Hrs. 0.28 0.34 0.40 0.49 0.57 0.67 9 Hrs. 0.25 0.31 0.36 0.45 0.52 0.61 10 Hrs. 0.23 0.28 0.33 0.41 0.48 0.56 12 Hrs. 0.20 0.24 0.29 0.35 0.41 0.48 14 Hrs. 0.17 0.22 0.25 0.31 0.36 0.42 16 Hrs. 0.16 0.19 0.23 0.28 0.32 0.38 18 Hrs. 0.14 0.17 0.20 0.25 0.29 0.34 20 Hrs. 0.13 0.16 0.19 0.23 0.27 0.31 24 Hrs. 0.11 0.14 0.16 0.20 0.23 0.27 Source: Purdue,A.M., et. al., "Statistical Characteristics of Short Time Incremental Rainfall", Aug., 1992. (Values in this table are based on IDF equation and coefficients provided for Indianapolis, IN.) TABLE 201-3: Rainfall Depths for Various Return Periods 170062009 – Tempo by Hilton – Clay Terrace Appendix B: Existing Drainage Conditions ©EXISTING CONDITIONSCLAY TERRACESHEET NUMBER EX. 1 07/19/2022NORTH ©EXISTING CONDITIONSCLAY TERRACESHEET NUMBER EX. 1 09/06/2022NORTH PROJECT: BY: DATE: Hydrologic Group % A 0.0% B 0.0% C 0.0% D 100.0% Total 100.0% Soil Group Weighted Runoff Coefficient D Actual Soil Group Next Less Impervious Soil Group Undeveloped Wooded Good Cover 0.20 77 77 Undeveloped Meadow -0.25 78 78 Fully Developed Impervious Paved 0.95 98 98 Fully Developed Impervious Rooftop 0.95 98 98 Fully Developed Open Space Good Condition (>75% Cover)0.30 80 80 Water Pond or Lake -1.00 100 100 Weighted CN Wooded - Good Cover Meadow Impervious - Paved Impervious - Rooftop Open Space - Good Condition (>75% Cover)Water - Pond or Lake Total Actual Soil Group EX NORTH BASIN (EAST) - - 6.72 3.72 4.14 1.12 15.70 0.78 93 EX NORTH BASIN (WEST) - - 8.25 3.87 2.69 0.00 14.81 0.83 95 EX SOUTH BASIN (EAST) - - 5.90 2.09 3.87 0.83 12.69 0.76 93 EX SOUTH BASIN (WEST) - - 5.32 1.90 2.42 0.00 9.64 0.79 93 Weighted C Cover Type Condition Basin Soil Group Weighted CN Area (ac) CLAY TERRACE EAST REDEVELOPMENT JLW 6-Sep-22 Site Soil 250 E. 96th Street, Ste 580 Indianapolis, IN 46240 (317) 218-9560 2-YR 24-HR RAINFALL DEPTH (in.)=2.66 Length Slope Manning's Tc1 Length Slope Condition Vavg Tc2 Discharge Length Manning's Area Perimeter Radius Slope Vavg**Tc3 TcTOTAL *Tlag (ft)(ft/ft)"n" (min) (ft) (ft/ft) TR-55 Fig. 3-1 (ft/s) (min) (cfs) (ft) "n" (ft^2) (ft) (ft) (ft/ft) (ft/s) (min) (min)0.6*Tc (min) EX NORTH BASIN (EAST)89 860.3 850.8 0.1069 Short Grass, Prairie 0.150 5.0 10 850.80 841.25 0.9550 Paved 19.87 0.0 Pipe -339 0.013 1 1 1.00 830.0 828.16 0.0055 2.50 2.26 7.3 4.4 EX SOUTH BASIN (EAST)18.7 842.0 841.9 0.0064 Short Grass, Prairie 0.150 4.4 112 841.88 837.91 0.0354 Paved 3.83 0.5 Pipe -1144 0.013 1 1 1.00 836.0 810.5 0.0223 2.50 7.63 12.6 7.6 EX NORTH BASIN (WEST)100 843.6 841.0 0.0256 Smooth Surfaces 0.011 1.2 191 841.00 838.49 0.0131 Paved 2.33 1.4 Pipe -1422 0.013 1 1 1.00 836.6 828.16 0.0059 2.50 9.48 14.5 8.7 EX SOUTH BASIN (WEST)100 840.6 839.6 0.0101 Smooth Surfaces 0.011 1.7 150 839.60 837.40 0.0147 Paved 2.46 1.0 Pipe -1643 0.013 1 1 1.00 835.4 810.5 0.0152 2.50 10.95 16.0 9.6 *Tc calcuated using sum of sheet and shallow concentrated flow assuming a minimum 5 minutes plus travel time through the storm sewer sytem to the detention basins ** Average velocity consistent with approved master plan DRAINAGE AREA TIME OF CONCENTRATION CALCULATIONS Equicor Hotel Group 9/6/2022 JLW BASIN Tc SHEET FLOW Tc SHALLOW CONCENTRATED FLOW Tc OPEN CHANNEL PIPE FLOW TOTAL Elev1 Elev2 Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V V = (1.49/n)*R^(2/3)*s^(1/2) Tc = L / 60*V Channel TypeElev1Elev2Land Cover Elev1 Elev2 170062004 – Clay Terrace East Redevelopment ICPR EXISTING NODE DIAGRAM 170062004 – Clay Terrace East Redevelopment ICPR EXISTING NODE DIAGRAM 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Simple Basin: EX N BASIN EAST Scenario:Existing Node:EX NORTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:7.3000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:15.7000 ac Curve Number:93.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: EX N BASIN WEST Scenario:Existing Node:EX NORTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:14.5000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:14.8100 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: EX S BASIN EAST Scenario:Existing Node:EX SOUTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:12.6000 min Max Allowable Q:0.00 cfs 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:12.6900 ac Curve Number:93.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: EX S BASIN WEST Scenario:Existing Node:EX SOUTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:16.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:9.6400 ac Curve Number:93.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Node: EX N OUTFALL Scenario:Existing Type:Time/Stage Base Flow:0.00 cfs Initial Stage:830.00 ft Warning Stage:831.00 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 830.00 0 0 0 9999.0000 831.00 Comment: 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Node: EX NORTH POND Scenario:Existing Type:Stage/Area Base Flow:0.00 cfs Initial Stage:832.79 ft Warning Stage:839.00 ft Stage [ft]Area [ac]Area [ft2] 832.79 1.0200 44431 833.00 1.0600 46174 834.00 1.1600 50530 835.00 1.2600 54886 836.00 1.3600 59242 837.00 1.4600 63598 838.00 1.5800 68825 839.00 1.7500 76230 Comment: Node: EX S OUTFALL Scenario:Existing Type:Time/Stage Base Flow:0.00 cfs Initial Stage:810.40 ft Warning Stage:811.40 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 810.40 0 0 0 9999.0000 810.40 Comment: Node: EX SOUTH POND Scenario:Existing Type:Stage/Area Base Flow:0.00 cfs Initial Stage:813.50 ft Warning Stage:820.00 ft Stage [ft]Area [ac]Area [ft2] 813.50 0.8300 36155 814.00 0.8500 37026 815.00 0.9100 39640 816.00 0.9700 42253 4 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Stage [ft]Area [ac]Area [ft2] 817.00 1.0400 45302 818.00 1.1000 47916 819.00 1.1700 50965 820.00 1.2300 53579 Comment: Drop Structure Link: EX N OCS Scenario:Existing From Node:EX NORTH POND To Node:EX N OUTFALL Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:39.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:832.79 ft Invert:829.55 ft Manning's N:0.0130 Manning's N:0.0130 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 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 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Circular Invert:832.79 ft Control Elevation:832.79 ft Max Depth:0.67 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Bottom Clip Default:0.00 ft Op Table: 5 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:839.00 ft Control Elevation:839.00 ft Max Depth:3.00 ft Max Width:4.00 ft Fillet:0.00 ft Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Weir Link: EX N SPILLWAY Scenario:Existing From Node:EX N OUTFALL To Node:EX NORTH POND Link Count:1 Flow Direction:Both Damping:0.0000 ft Weir Type:Broad Crested Vertical Geometry Type:Trapezoidal Invert:838.00 ft Control Elevation:838.00 ft Max Depth:1.00 ft Extrapolation Method:Normal Projection Bottom Width:35.00 ft Left Slope:0.333 (h:v) Right Slope:0.333 (h:v) 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: Comment: Drop Structure Link: EX S OCS Scenario:Existing From Node:EX SOUTH POND To Node:EX S OUTFALL Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:39.00 ft FHWA Code:0 Upstream Pipe Downstream Pipe Invert:813.50 ft Invert:812.30 ft Manning's N:0.0130 Manning's N:0.0130 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 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 6 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Circular Invert:813.50 ft Control Elevation:813.50 ft Max Depth:0.67 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:818.00 ft Control Elevation:818.00 ft Max Depth:3.00 ft Max Width:4.00 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Simulation: HUFF_10-12HR Scenario:Existing Run Date/Time:9/6/2022 5:33:03 PM Program Version:ICPR4 4.07.04 General 7 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 60.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr 8 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:3.60 in Edge Length Option:Automatic Storm Duration:12.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-1HR Scenario:Existing Run Date/Time:9/6/2022 5:33:17 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 9 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Year Month Day Hour [hr]Time Increment [min] 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:1.96 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 10 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Simulation: HUFF_10-2HR Scenario:Existing Run Date/Time:9/6/2022 5:33:20 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: 11 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.40 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-3HR Scenario:Existing Run Date/Time:9/6/2022 5:33:23 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology 12 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.64 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy 13 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Comment: Check Rainfall Depths Simulation: HUFF_10-6HR Scenario:Existing Run Date/Time:9/6/2022 5:33:31 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph ICPR3 Curve Number Set:CN 14 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.12 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-12HR Scenario:Existing Run Date/Time:9/6/2022 5:33:49 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 15 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:5.16 in Edge Length Option:Automatic Storm Duration:12.0000 hr 16 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-1HR Scenario:Existing Run Date/Time:9/6/2022 5:34:11 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False 17 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.88 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-2HR Scenario:Existing Run Date/Time:9/6/2022 5:34:16 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal 18 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False 19 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.50 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-3HR Scenario:Existing Run Date/Time:9/6/2022 5:34:21 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 20 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.87 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 21 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Simulation: HUFF_100-6HR Scenario:Existing Run Date/Time:9/6/2022 5:34:35 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: 22 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-12HR Scenario:Master Planned Run Date/Time:9/6/2022 5:34:47 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 60.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 23 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 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 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:3.60 in Edge Length Option:Automatic Storm Duration:12.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy 24 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Comment: Check Rainfall Depths Simulation: HUFF_10-1HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:20 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: 25 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:1.96 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-2HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:28 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] 26 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 27 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Rainfall Amount:2.40 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-3HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:35 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File 28 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.64 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-6HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:51 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal 29 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False 30 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.12 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-12HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:10 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 31 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:5.16 in Edge Length Option:Automatic Storm Duration:12.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-1HR 32 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Scenario:Master Planned Run Date/Time:9/6/2022 5:36:29 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: 33 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.88 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-2HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:35 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 34 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.50 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy 35 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Comment: Check Rainfall Depths Simulation: HUFF_100-3HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:40 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: 36 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.87 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-6HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:46 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics Groundwater [sec] 37 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 38 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 10:59 Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:09 Simple Basin Runoff Summary [Existing] Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA EX N BASIN EAST HUFF_10- 12HR 7.82 3.6000 3.60 2.84 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_10- 12HR 7.91 3.6333 3.60 3.04 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_10- 12HR 6.27 3.6333 3.60 2.84 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_10- 12HR 4.73 3.6500 3.60 2.84 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_10- 1HR 35.11 0.2667 1.96 1.28 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_10- 1HR 32.78 0.3667 1.96 1.45 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_10- 1HR 24.96 0.3500 1.96 1.28 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_10- 1HR 17.37 0.4000 1.96 1.28 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_10- 2HR 26.79 0.4500 2.40 1.69 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_10- 2HR 26.12 0.5167 2.40 1.87 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_10- 2HR 19.97 0.5000 2.40 1.69 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_10- 2HR 14.41 0.5667 2.40 1.69 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_10- 3HR 21.52 0.6000 2.64 1.91 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_10- 3HR 21.39 0.6667 2.64 2.10 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_10- 3HR 16.45 0.6667 2.64 1.92 12.6900 93.0 0.00 0.00 EX S HUFF_10-12.01 0.7000 2.64 1.91 9.6400 93.0 0.00 0.00 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:09 Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA BASIN WEST 3HR EX N BASIN EAST HUFF_10- 6HR 13.93 1.1833 3.12 2.37 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_10- 6HR 14.04 1.2167 3.12 2.57 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_10- 6HR 11.05 1.2167 3.12 2.37 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_10- 6HR 8.28 1.2333 3.12 2.37 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_100 -12HR 12.12 3.5833 5.16 4.36 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_100 -12HR 11.91 3.6167 5.16 4.58 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_100 -12HR 9.75 3.6167 5.16 4.36 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_100 -12HR 7.36 3.6333 5.16 4.36 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_100 -1HR 62.38 0.2500 2.88 2.14 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_100 -1HR 54.68 0.3500 2.88 2.33 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_100 -1HR 43.76 0.3500 2.88 2.14 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_100 -1HR 30.50 0.3833 2.88 2.14 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_100 -2HR 44.91 0.4333 3.50 2.74 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_100 -2HR 42.36 0.5000 3.50 2.94 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_100 -2HR 33.86 0.4833 3.50 2.74 12.6900 93.0 0.00 0.00 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:09 Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA EX S BASIN WEST HUFF_100 -2HR 24.41 0.5333 3.50 2.74 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_100 -3HR 35.71 0.6000 3.87 3.10 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_100 -3HR 34.39 0.6500 3.87 3.31 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_100 -3HR 27.61 0.6500 3.87 3.10 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_100 -3HR 20.24 0.6833 3.87 3.10 9.6400 93.0 0.00 0.00 EX N BASIN EAST HUFF_100 -6HR 21.91 1.1667 4.50 3.71 15.7000 93.0 0.00 0.00 EX N BASIN WEST HUFF_100 -6HR 21.51 1.2000 4.50 3.93 14.8100 95.0 0.00 0.00 EX S BASIN EAST HUFF_100 -6HR 17.50 1.2000 4.50 3.71 12.6900 93.0 0.00 0.00 EX S BASIN WEST HUFF_100 -6HR 13.15 1.2167 4.50 3.71 9.6400 93.0 0.00 0.00 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:11 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] EX N OCS - Pipe HUFF_10-12H R 3.22 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-12H R 3.22 0.00 0.00 9.20 9.20 9.20 EX N OCS - Weir: 2 HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-12H R 2.93 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-12H R 2.93 0.00 0.00 8.38 8.38 8.38 EX S OCS - Weir: 2 HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-1HR 2.53 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-1HR 2.53 0.00 0.00 7.23 7.23 7.23 EX N OCS - Weir: 2 HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-1HR 2.36 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-1HR 2.36 0.00 0.00 6.75 6.75 6.75 EX S OCS - Weir: 2 HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-2HR 2.85 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-2HR 2.85 0.00 0.00 8.16 8.16 8.16 EX N OCS - Weir: 2 HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-2HR 2.67 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-2HR 2.67 0.00 0.00 7.66 7.66 7.66 EX S OCS - Weir: 2 HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-3HR 2.98 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-3HR 2.98 0.00 0.00 8.53 8.53 8.53 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:11 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] EX N OCS - Weir: 2 HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-3HR 2.79 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-3HR 2.79 0.00 0.00 8.00 8.00 8.00 EX S OCS - Weir: 2 HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-6HR 3.16 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-6HR 3.16 0.00 0.00 9.03 9.03 9.03 EX N OCS - Weir: 2 HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-6HR 2.93 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-6HR 2.93 0.00 0.00 8.38 8.38 8.38 EX S OCS - Weir: 2 HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_100-12 HR 3.66 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-12 HR 3.66 0.00 0.00 10.47 10.47 10.47 EX N OCS - Weir: 2 HUFF_100-12 HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-12 HR 0.00 -5.76 0.05 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-12 HR 7.25 0.00 -0.04 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-12 HR 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-12 HR 3.97 0.00 -0.03 1.43 1.43 1.43 EX N OCS - Pipe HUFF_100-1H R 3.25 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-1H R 3.25 0.00 0.00 9.30 9.30 9.30 EX N OCS - Weir: 2 HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS -HUFF_100-1H 3.10 0.00 0.00 0.00 0.00 0.00 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:11 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] Pipe R EX S OCS - Weir: 1 HUFF_100-1H R 3.10 0.00 0.00 8.87 8.87 8.87 EX S OCS - Weir: 2 HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_100-2H R 3.59 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-2H R 3.59 0.00 0.00 10.27 10.27 10.27 EX N OCS - Weir: 2 HUFF_100-2H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-2H R 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-2H R 8.07 0.00 -0.04 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-2H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-2H R 4.81 0.00 -0.03 1.52 1.52 1.52 EX N OCS - Pipe HUFF_100-3H R 3.69 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-3H R 3.69 0.00 0.00 10.55 10.55 10.55 EX N OCS - Weir: 2 HUFF_100-3H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-3H R 0.00 -10.72 0.07 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-3H R 12.51 0.00 -0.05 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-3H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-3H R 9.30 0.00 -0.04 1.89 1.89 1.89 EX N OCS - Pipe HUFF_100-6H R 3.68 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-6H R 3.68 0.00 0.00 10.53 10.53 10.53 EX N OCS - Weir: 2 HUFF_100-6H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-6H R 0.00 -9.47 0.06 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-6H R 10.08 0.00 -0.04 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-6H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-6H R 6.84 0.00 -0.03 1.71 1.71 1.71 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:06 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] EX N OUTFALL HUFF_10-12H R 831.00 830.01 0.0000 3.22 0.00 0 EX NORTH POND HUFF_10-12H R 839.00 837.04 0.0010 15.72 3.22 63790 EX S OUTFALL HUFF_10-12H R 811.40 810.40 0.0000 2.93 0.00 0 EX SOUTH POND HUFF_10-12H R 820.00 817.09 -0.0010 11.00 2.93 45545 EX N OUTFALL HUFF_10-1HR 831.00 830.00 0.0000 2.53 0.00 0 EX NORTH POND HUFF_10-1HR 839.00 835.57 0.0010 65.16 2.53 57359 EX S OUTFALL HUFF_10-1HR 811.40 810.40 0.0000 2.36 0.00 0 EX SOUTH POND HUFF_10-1HR 820.00 815.97 0.0010 41.85 2.36 42175 EX N OUTFALL HUFF_10-2HR 831.00 830.00 0.0000 2.85 0.00 0 EX NORTH POND HUFF_10-2HR 839.00 836.22 0.0010 51.76 2.85 60186 EX S OUTFALL HUFF_10-2HR 811.40 810.40 0.0000 2.67 0.00 0 EX SOUTH POND HUFF_10-2HR 820.00 816.57 -0.0010 34.10 2.67 43992 EX N OUTFALL HUFF_10-3HR 831.00 830.00 0.0000 2.98 0.00 0 EX NORTH POND HUFF_10-3HR 839.00 836.50 0.0010 42.44 2.98 61416 EX S OUTFALL HUFF_10-3HR 811.40 810.40 0.0000 2.79 0.00 0 EX SOUTH POND HUFF_10-3HR 820.00 816.81 -0.0010 28.33 2.79 44731 EX N OUTFALL HUFF_10-6HR 831.00 830.00 0.0000 3.16 0.00 0 EX NORTH POND HUFF_10-6HR 839.00 836.89 0.0010 27.93 3.16 63140 EX S OUTFALL HUFF_10-6HR 811.40 810.40 0.0000 2.93 0.00 0 EX SOUTH POND HUFF_10-6HR 820.00 817.09 -0.0010 19.31 2.93 45548 EX N OUTFALL HUFF_100-12 HR 831.00 830.00 0.0000 9.42 0.00 0 EX NORTH POND HUFF_100-12 HR 839.00 838.15 0.0010 24.03 9.42 69944 EX S OUTFALL HUFF_100-12 HR 811.40 810.40 0.0000 7.25 0.00 0 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:06 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] EX SOUTH POND HUFF_100-12 HR 820.00 818.20 -0.0010 17.11 7.25 48522 EX N OUTFALL HUFF_100-1H R 831.00 830.00 0.0000 3.25 0.00 0 EX NORTH POND HUFF_100-1H R 839.00 837.11 0.0010 110.79 3.25 64191 EX S OUTFALL HUFF_100-1H R 811.40 810.40 0.0000 3.10 0.00 0 EX SOUTH POND HUFF_100-1H R 820.00 817.48 -0.0010 73.48 3.10 46545 EX N OUTFALL HUFF_100-2H R 831.00 830.00 0.0000 3.59 0.00 0 EX NORTH POND HUFF_100-2H R 839.00 837.97 0.0010 85.80 3.59 68646 EX S OUTFALL HUFF_100-2H R 811.40 810.40 0.0000 8.07 0.00 0 EX SOUTH POND HUFF_100-2H R 820.00 818.23 -0.0010 57.89 8.08 48605 EX N OUTFALL HUFF_100-3H R 831.00 830.00 0.0000 14.41 0.00 0 EX NORTH POND HUFF_100-3H R 839.00 838.23 0.0010 69.58 14.41 70517 EX S OUTFALL HUFF_100-3H R 811.40 810.40 0.0000 12.51 0.00 0 EX SOUTH POND HUFF_100-3H R 820.00 818.35 -0.0010 47.67 12.52 48985 EX N OUTFALL HUFF_100-6H R 831.00 830.00 0.0000 13.15 0.00 0 EX NORTH POND HUFF_100-6H R 839.00 838.21 0.0010 43.40 13.15 70383 EX S OUTFALL HUFF_100-6H R 811.40 810.40 0.0000 10.08 0.00 0 EX SOUTH POND HUFF_100-6H R 820.00 818.29 -0.0010 30.63 10.08 48787 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Simple Basin: MP North Basin East Scenario:Master Planned Node:EX NORTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:16.4800 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: MP North Basin West Scenario:Master Planned Node:EX NORTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:14.7300 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: MP South Basin East Scenario:Master Planned Node:EX SOUTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:12.9700 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: MP South Basin West Scenario:Master Planned Node:EX SOUTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:15.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:10.9600 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Node: EX N OUTFALL Scenario:Master Planned Type:Time/Stage Base Flow:0.00 cfs Initial Stage:830.00 ft Warning Stage:831.00 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 830.00 0 0 0 9999.0000 831.00 Comment: 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Node: EX NORTH POND Scenario:Master Planned Type:Stage/Area Base Flow:0.00 cfs Initial Stage:832.79 ft Warning Stage:839.00 ft Stage [ft]Area [ac]Area [ft2] 832.79 1.0200 44431 833.00 1.0600 46174 834.00 1.1600 50530 835.00 1.2600 54886 836.00 1.3600 59242 837.00 1.4600 63598 838.00 1.5800 68825 839.00 1.7500 76230 Comment: Node: EX S OUTFALL Scenario:Master Planned Type:Time/Stage Base Flow:0.00 cfs Initial Stage:810.40 ft Warning Stage:811.40 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 810.40 0 0 0 9999.0000 810.40 Comment: Node: EX SOUTH POND Scenario:Master Planned Type:Stage/Area Base Flow:0.00 cfs Initial Stage:813.50 ft Warning Stage:820.00 ft Stage [ft]Area [ac]Area [ft2] 813.50 0.8300 36155 814.00 0.8500 37026 815.00 0.9100 39640 816.00 0.9700 42253 4 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Stage [ft]Area [ac]Area [ft2] 817.00 1.0400 45302 818.00 1.1000 47916 819.00 1.1700 50965 820.00 1.2300 53579 Comment: Drop Structure Link: EX N OCS Scenario:Master Planned From Node:EX NORTH POND To Node:EX N OUTFALL Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:39.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:832.79 ft Invert:829.55 ft Manning's N:0.0130 Manning's N:0.0130 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 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 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Circular Invert:832.79 ft Control Elevation:832.79 ft Max Depth:0.67 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Bottom Clip Default:0.00 ft Op Table: 5 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:839.00 ft Control Elevation:839.00 ft Max Depth:3.00 ft Max Width:4.00 ft Fillet:0.00 ft Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Weir Link: EX N SPILLWAY Scenario:Master Planned From Node:EX N OUTFALL To Node:EX NORTH POND Link Count:1 Flow Direction:Both Damping:0.0000 ft Weir Type:Broad Crested Vertical Geometry Type:Trapezoidal Invert:838.00 ft Control Elevation:838.00 ft Max Depth:1.00 ft Extrapolation Method:Normal Projection Bottom Width:35.00 ft Left Slope:0.333 (h:v) Right Slope:0.333 (h:v) 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: Comment: Drop Structure Link: EX S OCS Scenario:Master Planned From Node:EX SOUTH POND To Node:EX S OUTFALL Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:39.00 ft FHWA Code:0 Upstream Pipe Downstream Pipe Invert:813.50 ft Invert:812.30 ft Manning's N:0.0130 Manning's N:0.0130 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 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 6 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Circular Invert:813.50 ft Control Elevation:813.50 ft Max Depth:0.67 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:818.00 ft Control Elevation:818.00 ft Max Depth:3.00 ft Max Width:4.00 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Simulation: HUFF_10-12HR Scenario:Master Planned Run Date/Time:9/6/2022 5:34:47 PM Program Version:ICPR4 4.07.04 General 7 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 60.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr 8 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:3.60 in Edge Length Option:Automatic Storm Duration:12.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-1HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:20 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 9 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Year Month Day Hour [hr]Time Increment [min] 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:1.96 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 10 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Simulation: HUFF_10-2HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:28 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: 11 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.40 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-3HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:35 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology 12 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.64 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy 13 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Comment: Check Rainfall Depths Simulation: HUFF_10-6HR Scenario:Master Planned Run Date/Time:9/6/2022 5:35:51 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph ICPR3 Curve Number Set:CN 14 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.12 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-12HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:10 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 15 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:5.16 in Edge Length Option:Automatic Storm Duration:12.0000 hr 16 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-1HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:29 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False 17 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.88 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-2HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:35 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal 18 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False 19 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.50 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-3HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:40 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 20 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.87 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 21 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Simulation: HUFF_100-6HR Scenario:Master Planned Run Date/Time:9/6/2022 5:36:46 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: 22 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:01 Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:10 Simple Basin Runoff Summary [Master Planned] Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA MP North Basin East HUFF_10- 12HR 8.80 3.6333 3.60 3.04 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_10- 12HR 7.87 3.6333 3.60 3.04 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_10- 12HR 6.93 3.6333 3.60 3.04 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_10- 12HR 5.85 3.6333 3.60 3.04 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_10- 1HR 36.04 0.3667 1.96 1.45 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_10- 1HR 32.21 0.3667 1.96 1.45 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_10- 1HR 28.36 0.3667 1.96 1.45 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_10- 1HR 23.97 0.3667 1.96 1.45 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_10- 2HR 28.89 0.5167 2.40 1.87 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_10- 2HR 25.82 0.5167 2.40 1.87 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_10- 2HR 22.73 0.5167 2.40 1.87 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_10- 2HR 19.21 0.5167 2.40 1.87 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_10- 3HR 23.71 0.6667 2.64 2.10 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_10- 3HR 21.19 0.6667 2.64 2.10 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_10- 3HR 18.66 0.6667 2.64 2.10 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_10- 3HR 15.77 0.6667 2.64 2.10 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_10- 6HR 15.62 1.2167 3.12 2.57 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_10- 6HR 13.97 1.2167 3.12 2.57 14.7300 95.0 0.00 0.00 MP South HUFF_10-12.30 1.2167 3.12 2.57 12.9700 95.0 0.00 0.00 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:10 Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA Basin East 6HR MP South Basin West HUFF_10- 6HR 10.39 1.2167 3.12 2.57 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_100 -12HR 13.26 3.6167 5.16 4.59 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_100 -12HR 11.85 3.6167 5.16 4.59 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_100 -12HR 10.44 3.6167 5.16 4.59 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_100 -12HR 8.82 3.6167 5.16 4.59 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_100 -1HR 60.22 0.3667 2.88 2.34 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_100 -1HR 53.82 0.3667 2.88 2.34 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_100 -1HR 47.39 0.3667 2.88 2.34 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_100 -1HR 40.05 0.3667 2.88 2.34 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_100 -2HR 46.85 0.5000 3.50 2.94 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_100 -2HR 41.87 0.5000 3.50 2.94 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_100 -2HR 36.87 0.5000 3.50 2.94 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_100 -2HR 31.15 0.5000 3.50 2.94 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_100 -3HR 38.12 0.6667 3.87 3.31 16.4800 95.0 0.00 0.00 MP North Basin West HUFF_100 -3HR 34.08 0.6667 3.87 3.31 14.7300 95.0 0.00 0.00 MP South Basin East HUFF_100 -3HR 30.00 0.6667 3.87 3.31 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_100 -3HR 25.35 0.6667 3.87 3.31 10.9600 95.0 0.00 0.00 MP North Basin East HUFF_100 -6HR 23.94 1.2000 4.50 3.93 16.4800 95.0 0.00 0.00 MP North HUFF_100 21.40 1.2000 4.50 3.93 14.7300 95.0 0.00 0.00 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:10 Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA Basin West -6HR MP South Basin East HUFF_100 -6HR 18.84 1.2000 4.50 3.93 12.9700 95.0 0.00 0.00 MP South Basin West HUFF_100 -6HR 15.92 1.2000 4.50 3.93 10.9600 95.0 0.00 0.00 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:12 Link Min/Max Conditions [Master Planned] 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] EX N OCS - Pipe HUFF_10-12H R 3.32 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-12H R 3.32 0.00 0.00 9.49 9.49 9.49 EX N OCS - Weir: 2 HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-12H R 3.17 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-12H R 3.17 0.00 0.00 9.07 9.07 9.07 EX S OCS - Weir: 2 HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-1HR 2.64 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-1HR 2.64 0.00 0.00 7.55 7.55 7.55 EX N OCS - Weir: 2 HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-1HR 2.62 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-1HR 2.62 0.00 0.00 7.49 7.49 7.49 EX S OCS - Weir: 2 HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-2HR 2.96 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-2HR 2.96 0.00 0.00 8.47 8.47 8.47 EX N OCS - Weir: 2 HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-2HR 2.93 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-2HR 2.93 0.00 0.00 8.39 8.39 8.39 EX S OCS - Weir: 2 HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-3HR 3.09 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-3HR 3.09 0.00 0.00 8.84 8.84 8.84 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:12 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] EX N OCS - Weir: 2 HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-3HR 3.04 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-3HR 3.04 0.00 0.00 8.72 8.72 8.72 EX S OCS - Weir: 2 HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_10-6HR 3.26 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_10-6HR 3.26 0.00 0.00 9.33 9.33 9.33 EX N OCS - Weir: 2 HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS - Pipe HUFF_10-6HR 3.17 0.00 0.00 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_10-6HR 3.17 0.00 0.00 9.09 9.09 9.09 EX S OCS - Weir: 2 HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N OCS - Pipe HUFF_100-12 HR 3.67 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-12 HR 3.67 0.00 0.00 10.49 10.49 10.49 EX N OCS - Weir: 2 HUFF_100-12 HR 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-12 HR 0.00 -6.93 -0.05 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-12 HR 11.73 0.00 -0.04 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-12 HR 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-12 HR 8.51 0.00 -0.03 1.84 1.84 1.84 EX N OCS - Pipe HUFF_100-1H R 3.35 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-1H R 3.35 0.00 0.00 9.59 9.59 9.59 EX N OCS - Weir: 2 HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 EX S OCS -HUFF_100-1H 4.02 0.00 -0.02 0.00 0.00 0.00 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:12 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] Pipe R EX S OCS - Weir: 1 HUFF_100-1H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-1H R 0.71 0.00 -0.01 0.80 0.80 0.80 EX N OCS - Pipe HUFF_100-2H R 3.66 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-2H R 3.66 0.00 0.00 10.49 10.49 10.49 EX N OCS - Weir: 2 HUFF_100-2H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-2H R 0.00 -6.76 -0.05 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-2H R 18.27 0.00 -0.06 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-2H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-2H R 15.12 0.00 -0.04 2.23 2.23 2.23 EX N OCS - Pipe HUFF_100-3H R 3.71 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-3H R 3.71 0.00 0.00 10.61 10.61 10.61 EX N OCS - Weir: 2 HUFF_100-3H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-3H R 0.00 -14.92 -0.06 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-3H R 17.12 0.00 -0.06 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-3H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-3H R 13.95 0.00 -0.04 2.17 2.17 2.17 EX N OCS - Pipe HUFF_100-6H R 3.69 0.00 0.00 0.00 0.00 0.00 EX N OCS - Weir: 1 HUFF_100-6H R 3.69 0.00 0.00 10.56 10.56 10.56 EX N OCS - Weir: 2 HUFF_100-6H R 0.00 0.00 0.00 0.00 0.00 0.00 EX N SPILLWAY HUFF_100-6H R 0.00 -11.22 -0.06 0.00 0.00 0.00 EX S OCS - Pipe HUFF_100-6H R 11.95 0.00 -0.05 0.00 0.00 0.00 EX S OCS - Weir: 1 HUFF_100-6H R 3.32 0.00 0.00 9.52 9.52 9.52 EX S OCS - Weir: 2 HUFF_100-6H R 8.74 0.00 -0.04 1.86 1.86 1.86 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:07 Node Max Conditions [Master Planned] 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] EX N OUTFALL HUFF_10-12H R 831.00 830.01 0.0000 3.32 0.00 0 EX NORTH POND HUFF_10-12H R 839.00 837.28 0.0010 16.67 3.32 65050 EX S OUTFALL HUFF_10-12H R 811.40 810.40 0.0000 3.17 0.00 0 EX SOUTH POND HUFF_10-12H R 820.00 817.64 -0.0010 12.78 3.17 46965 EX N OUTFALL HUFF_10-1HR 831.00 830.00 0.0000 2.64 0.00 0 EX NORTH POND HUFF_10-1HR 839.00 835.79 0.0010 68.24 2.64 58307 EX S OUTFALL HUFF_10-1HR 811.40 810.40 0.0000 2.62 0.00 0 EX SOUTH POND HUFF_10-1HR 820.00 816.45 0.0010 52.33 2.62 43639 EX N OUTFALL HUFF_10-2HR 831.00 830.00 0.0000 2.96 0.00 0 EX NORTH POND HUFF_10-2HR 839.00 836.45 0.0010 54.71 2.96 61202 EX S OUTFALL HUFF_10-2HR 811.40 810.40 0.0000 2.93 0.00 0 EX SOUTH POND HUFF_10-2HR 820.00 817.10 -0.0010 41.95 2.93 45556 EX N OUTFALL HUFF_10-3HR 831.00 830.00 0.0000 3.09 0.00 0 EX NORTH POND HUFF_10-3HR 839.00 836.74 0.0010 44.89 3.09 62455 EX S OUTFALL HUFF_10-3HR 811.40 810.40 0.0000 3.04 0.00 0 EX SOUTH POND HUFF_10-3HR 820.00 817.35 -0.0010 34.42 3.04 46228 EX N OUTFALL HUFF_10-6HR 831.00 830.00 0.0000 3.26 0.00 0 EX NORTH POND HUFF_10-6HR 839.00 837.14 0.0010 29.59 3.26 64321 EX S OUTFALL HUFF_10-6HR 811.40 810.40 0.0000 3.17 0.00 0 EX SOUTH POND HUFF_10-6HR 820.00 817.65 -0.0010 22.69 3.17 46998 EX N OUTFALL HUFF_100-12 HR 831.00 830.00 0.0000 10.59 0.00 0 EX NORTH POND HUFF_100-12 HR 839.00 838.17 0.0010 25.11 10.59 70090 EX S OUTFALL HUFF_100-12 HR 811.40 810.40 0.0000 11.73 0.00 0 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:07 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] EX SOUTH POND HUFF_100-12 HR 820.00 818.33 -0.0010 19.26 11.74 48924 EX N OUTFALL HUFF_100-1H R 831.00 830.00 0.0000 3.35 0.00 0 EX NORTH POND HUFF_100-1H R 839.00 837.37 0.0010 114.04 3.35 65508 EX S OUTFALL HUFF_100-1H R 811.40 810.40 0.0000 4.02 0.00 0 EX SOUTH POND HUFF_100-1H R 820.00 818.06 -0.0010 87.44 4.03 48108 EX N OUTFALL HUFF_100-2H R 831.00 830.00 0.0000 10.42 0.00 0 EX NORTH POND HUFF_100-2H R 839.00 838.17 0.0010 88.71 10.42 70069 EX S OUTFALL HUFF_100-2H R 811.40 810.40 0.0000 18.27 0.00 0 EX SOUTH POND HUFF_100-2H R 820.00 818.48 0.0010 68.02 18.28 49394 EX N OUTFALL HUFF_100-3H R 831.00 830.00 0.0000 18.63 0.00 0 EX NORTH POND HUFF_100-3H R 839.00 838.28 0.0010 72.20 18.63 70934 EX S OUTFALL HUFF_100-3H R 811.40 810.40 0.0000 17.12 0.00 0 EX SOUTH POND HUFF_100-3H R 820.00 818.46 0.0010 55.36 17.12 49317 EX N OUTFALL HUFF_100-6H R 831.00 830.00 0.0000 14.91 0.00 0 EX NORTH POND HUFF_100-6H R 839.00 838.24 0.0010 45.34 14.91 70569 EX S OUTFALL HUFF_100-6H R 811.40 810.40 0.0000 11.95 0.00 0 EX SOUTH POND HUFF_100-6H R 820.00 818.34 -0.0010 34.76 11.96 48941 170062009 – Tempo by Hilton – Clay Terrace Appendix C: Proposed Drainage Conditions DROP O F F K K K K K K K K K K K K 11 12480 15 14430 01 09 08 01 4,000 0509 07 10 17 041,080 03 K 16 01 02 08 08 08 13320 06PROPOSED BUILDING±90,000 SFFFE=841.50©PROPOSED CONDITIONSCLAY TERRACESHEET NUMBER EX. 2 07/19/2022NORTH DROP OFF9KKKKKKKKKKKK11124801514430010908014,0000509071017041,08003K1601020808081332006PROPOSED BUILDING±90,000 SFFFE=841.50July 19, 2022TEMPO BY HILTON - CLAY TERRACEPROPOSED DRAINAGE AREA MAPCARMEL, INNORTH0'50'25' PROJECT: BY: DATE: Hydrologic Group % A 0.0% B 0.0% C 0.0% D 100.0% Total 100.0% Soil Group Weighted Runoff Coefficient D Actual Soil Group Next Less Impervious Soil Group Undeveloped Wooded Good Cover 0.20 77 77 Undeveloped Meadow -0.25 78 78 Fully Developed Impervious Paved 0.95 98 98 Fully Developed Impervious Rooftop 0.95 98 98 Fully Developed Open Space Good Condition (>75% Cover)0.30 80 80 Water Pond or Lake -1.00 100 100 Weighted CN Wooded - Good Cover Meadow Impervious - Paved Impervious - Rooftop Open Space - Good Condition (>75% Cover)Water - Pond or Lake Total Actual Soil Group PR NORTH BASIN (EAST) - - 6.80 4.14 4.01 1.12 16.07 0.79 94 PR SOUTH BASIN (EAST) - - 3.79 5.95 1.90 0.83 12.47 0.85 95 Weighted C Cover Type Condition Basin Soil Group Weighted CN Area (ac) CLAY TERRACE EAST REDEVELOPMENT JLW 6-Sep-22 Site Soil 170062004 – Clay Terrace East Redevelopment ICPR PROPOSED NODE DIAGRAM 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Simple Basin: EX N BASIN (WEST) Scenario:Proposed Node:PR NORTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:14.5000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:14.8100 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: EX S BASIN (WEST) Scenario:Proposed Node:PR SOUTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:16.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:9.6400 ac Curve Number:93.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: PR N BASIN (EAST) Scenario:Proposed Node:PR NORTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:7.3000 min Max Allowable Q:0.00 cfs 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:16.0700 ac Curve Number:94.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: PR S BASIN (EAST) Scenario:Proposed Node:PR SOUTH POND Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:12.6000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:12.4700 ac Curve Number:95.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Node: PR N OUTFALL Scenario:Proposed Type:Time/Stage Base Flow:0.00 cfs Initial Stage:830.00 ft Warning Stage:831.00 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 830.00 0 0 0 9999.0000 831.00 Comment: 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Node: PR NORTH POND Scenario:Proposed Type:Stage/Area Base Flow:0.00 cfs Initial Stage:832.79 ft Warning Stage:839.00 ft Stage [ft]Area [ac]Area [ft2] 832.79 1.0200 44431 833.00 1.0600 46174 834.00 1.1600 50530 835.00 1.2600 54886 836.00 1.3600 59242 837.00 1.4600 63598 838.00 1.5800 68825 839.00 1.7500 76230 Comment: Node: PR S OUTFALL Scenario:Proposed Type:Time/Stage Base Flow:0.00 cfs Initial Stage:810.40 ft Warning Stage:811.40 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 810.40 0 0 0 9999.0000 810.40 Comment: Node: PR SOUTH POND Scenario:Proposed Type:Stage/Area Base Flow:0.00 cfs Initial Stage:813.50 ft Warning Stage:820.00 ft Stage [ft]Area [ac]Area [ft2] 813.50 0.8300 36155 814.00 0.8500 37026 815.00 0.9100 39640 816.00 0.9700 42253 4 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Stage [ft]Area [ac]Area [ft2] 817.00 1.0400 45302 818.00 1.1000 47916 819.00 1.1700 50965 820.00 1.2300 53579 Comment: Drop Structure Link: PR N OCS Scenario:Proposed From Node:PR NORTH POND To Node:PR N OUTFALL Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:39.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:832.79 ft Invert:829.55 ft Manning's N:0.0130 Manning's N:0.0130 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 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 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Circular Invert:832.79 ft Control Elevation:832.79 ft Max Depth:0.67 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Bottom Clip Default:0.00 ft Op Table: 5 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:839.00 ft Control Elevation:839.00 ft Max Depth:3.00 ft Max Width:4.00 ft Fillet:0.00 ft Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Weir Link: PR N SPILLWAY Scenario:Proposed From Node:PR N OUTFALL To Node:PR NORTH POND Link Count:1 Flow Direction:Both Damping:0.0000 ft Weir Type:Broad Crested Vertical Geometry Type:Trapezoidal Invert:838.00 ft Control Elevation:838.00 ft Max Depth:1.00 ft Extrapolation Method:Normal Projection Bottom Width:35.00 ft Left Slope:0.333 (h:v) Right Slope:0.333 (h:v) 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: Comment: Drop Structure Link: PR S OCS Scenario:Proposed From Node:PR SOUTH POND To Node:PR S OUTFALL Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:39.00 ft FHWA Code:0 Upstream Pipe Downstream Pipe Invert:813.50 ft Invert:812.30 ft Manning's N:0.0130 Manning's N:0.0130 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 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 6 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Circular Invert:813.50 ft Control Elevation:813.50 ft Max Depth:0.67 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Weir Component Weir:2 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Horizontal Geometry Type:Rectangular Invert:818.00 ft Control Elevation:818.00 ft Max Depth:3.00 ft Max Width:4.00 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Simulation: HUFF_10-12HR Scenario:Proposed Run Date/Time:9/6/2022 5:36:55 PM Program Version:ICPR4 4.07.04 General 7 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 60.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr 8 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:3.60 in Edge Length Option:Automatic Storm Duration:12.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-1HR Scenario:Proposed Run Date/Time:9/6/2022 5:37:15 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 9 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Year Month Day Hour [hr]Time Increment [min] 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:1.96 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 10 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Simulation: HUFF_10-2HR Scenario:Proposed Run Date/Time:9/6/2022 5:37:21 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: 11 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.40 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_10-3HR Scenario:Proposed Run Date/Time:9/6/2022 5:37:29 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology 12 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.64 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy 13 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Comment: Check Rainfall Depths Simulation: HUFF_10-6HR Scenario:Proposed Run Date/Time:9/6/2022 5:37:37 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph ICPR3 Curve Number Set:CN 14 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.12 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-12HR Scenario:Proposed Run Date/Time:9/6/2022 5:37:53 PM Program Version:ICPR4 4.07.04 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] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 15 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy2-50 Rainfall Amount:5.16 in Edge Length Option:Automatic Storm Duration:12.0000 hr 16 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-1HR Scenario:Proposed Run Date/Time:9/6/2022 5:38:12 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False 17 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:2.88 in Edge Length Option:Automatic Storm Duration:1.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-2HR Scenario:Proposed Run Date/Time:9/6/2022 5:38:18 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal 18 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 5.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False 19 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.50 in Edge Length Option:Automatic Storm Duration:2.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths Simulation: HUFF_100-3HR Scenario:Proposed Run Date/Time:9/6/2022 5:38:25 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 6.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 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 0 0 0 1.0000 10.0000 20 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:3.87 in Edge Length Option:Automatic Storm Duration:3.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 21 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Simulation: HUFF_100-6HR Scenario:Proposed Run Date/Time:9/6/2022 5:38:35 PM Program Version:ICPR4 4.07.04 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 15.0000 Hydrology [sec]Surface Hydraulics [sec] Groundwater [sec] Min Calculation Time:60.0000 0.1000 900.0000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 10.0000 Groundwater Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 360.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:ICPR3 Boundary Stage Set: Reference ET Folder:Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set:CN Green-Ampt Set: Vertical Layers Set: Impervious Set:CN IMPERVIOUS Roughness Set: Crop Coef Set: Fillable Porosity Set: 22 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:03 Conductivity Set: Leakage Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 ET for Manual Basins:False Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft OF Region Rain Opt:Global Link Optimizer Tol:0.0001 ft Rainfall Name:Huff-indy1-50 Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:6.0000 hr Dflt Damping (2D):0.0050 ft Dflt Damping (1D):0.0050 ft Min Node Srf Area (2D): 1 ft2 Min Node Srf Area (1D): 113 ft2 Energy Switch (2D):Energy Energy Switch (1D):Energy Comment: Check Rainfall Depths 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:10 Simple Basin Runoff Summary [Proposed] Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA EX N BASIN (WEST) HUFF_10- 12HR 7.91 3.6333 3.60 3.04 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_10- 12HR 4.73 3.6500 3.60 2.84 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_10- 12HR 8.34 3.6000 3.60 2.94 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_10- 12HR 6.68 3.6167 3.60 3.04 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_10- 1HR 32.78 0.3667 1.96 1.45 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_10- 1HR 17.37 0.4000 1.96 1.28 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_10- 1HR 39.26 0.2667 1.96 1.36 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_10- 1HR 28.97 0.3500 1.96 1.45 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_10- 2HR 26.12 0.5167 2.40 1.87 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_10- 2HR 14.41 0.5667 2.40 1.69 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_10- 2HR 29.36 0.4333 2.40 1.78 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_10- 2HR 22.67 0.4833 2.40 1.87 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_10- 3HR 21.39 0.6667 2.64 2.10 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_10- 3HR 12.01 0.7000 2.64 1.91 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_10- 3HR 23.41 0.6000 2.64 2.01 16.0700 94.0 0.00 0.00 PR S HUFF_10-18.38 0.6500 2.64 2.10 12.4700 95.0 0.00 0.00 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:10 Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA BASIN (EAST) 3HR EX N BASIN (WEST) HUFF_10- 6HR 14.04 1.2167 3.12 2.57 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_10- 6HR 8.28 1.2333 3.12 2.37 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_10- 6HR 14.90 1.1833 3.12 2.47 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_10- 6HR 11.90 1.2000 3.12 2.57 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_100 -12HR 11.91 3.6167 5.16 4.58 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_100 -12HR 7.36 3.6333 5.16 4.36 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_100 -12HR 12.72 3.5833 5.16 4.47 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_100 -12HR 10.06 3.6000 5.16 4.59 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_100 -1HR 54.68 0.3500 2.88 2.33 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_100 -1HR 30.50 0.3833 2.88 2.14 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_100 -1HR 68.02 0.2500 2.88 2.24 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_100 -1HR 48.39 0.3333 2.88 2.34 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_100 -2HR 42.36 0.5000 3.50 2.94 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_100 -2HR 24.41 0.5333 3.50 2.74 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_100 -2HR 48.02 0.4333 3.50 2.84 16.0700 94.0 0.00 0.00 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:10 Basin Name Sim Name Max Flow [cfs] Time to Max Flow [hrs] Total Rainfall [in] Total Runoff [in] Area [ac]Equivalent Curve Number % Imperv % DCIA PR S BASIN (EAST) HUFF_100 -2HR 36.66 0.4833 3.50 2.94 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_100 -3HR 34.39 0.6500 3.87 3.31 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_100 -3HR 20.24 0.6833 3.87 3.10 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_100 -3HR 37.95 0.6000 3.87 3.20 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_100 -3HR 29.46 0.6333 3.87 3.31 12.4700 95.0 0.00 0.00 EX N BASIN (WEST) HUFF_100 -6HR 21.51 1.2000 4.50 3.93 14.8100 95.0 0.00 0.00 EX S BASIN (WEST) HUFF_100 -6HR 13.15 1.2167 4.50 3.71 9.6400 93.0 0.00 0.00 PR N BASIN (EAST) HUFF_100 -6HR 23.06 1.1667 4.50 3.82 16.0700 94.0 0.00 0.00 PR S BASIN (EAST) HUFF_100 -6HR 18.20 1.1833 4.50 3.93 12.4700 95.0 0.00 0.00 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:13 Link Min/Max Conditions [Proposed] 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] PR N OCS - Pipe HUFF_10-12H R 3.26 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_10-12H R 3.26 0.00 0.00 9.35 9.35 9.35 PR N OCS - Weir: 2 HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 PR S OCS - Pipe HUFF_10-12H R 2.97 0.00 0.00 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_10-12H R 2.97 0.00 0.00 8.51 8.51 8.51 PR S OCS - Weir: 2 HUFF_10-12H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N OCS - Pipe HUFF_10-1HR 2.58 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_10-1HR 2.58 0.00 0.00 7.39 7.39 7.39 PR N OCS - Weir: 2 HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 PR S OCS - Pipe HUFF_10-1HR 2.44 0.00 0.00 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_10-1HR 2.44 0.00 0.00 6.98 6.98 6.98 PR S OCS - Weir: 2 HUFF_10-1HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N OCS - Pipe HUFF_10-2HR 2.90 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_10-2HR 2.90 0.00 0.00 8.31 8.31 8.31 PR N OCS - Weir: 2 HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 PR S OCS - Pipe HUFF_10-2HR 2.75 0.00 0.00 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_10-2HR 2.75 0.00 0.00 7.86 7.86 7.86 PR S OCS - Weir: 2 HUFF_10-2HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N OCS - Pipe HUFF_10-3HR 3.03 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_10-3HR 3.03 0.00 0.00 8.69 8.69 8.69 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:13 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] PR N OCS - Weir: 2 HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 PR S OCS - Pipe HUFF_10-3HR 2.86 0.00 0.00 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_10-3HR 2.86 0.00 0.00 8.19 8.19 8.19 PR S OCS - Weir: 2 HUFF_10-3HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N OCS - Pipe HUFF_10-6HR 3.20 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_10-6HR 3.21 0.00 0.00 9.18 9.18 9.18 PR N OCS - Weir: 2 HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 PR S OCS - Pipe HUFF_10-6HR 2.98 0.00 0.00 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_10-6HR 2.98 0.00 0.00 8.54 8.54 8.54 PR S OCS - Weir: 2 HUFF_10-6HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N OCS - Pipe HUFF_100-12 HR 3.66 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_100-12 HR 3.66 0.00 0.00 10.48 10.48 10.48 PR N OCS - Weir: 2 HUFF_100-12 HR 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_100-12 HR 0.00 -6.26 0.05 0.00 0.00 0.00 PR S OCS - Pipe HUFF_100-12 HR 7.61 0.00 -0.04 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_100-12 HR 3.33 0.00 0.00 9.52 9.52 9.52 PR S OCS - Weir: 2 HUFF_100-12 HR 4.34 0.00 -0.03 1.47 1.47 1.47 PR N OCS - Pipe HUFF_100-1H R 3.30 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_100-1H R 3.30 0.00 0.00 9.45 9.45 9.45 PR N OCS - Weir: 2 HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 PR S OCS -HUFF_100-1H 3.16 0.00 0.00 0.00 0.00 0.00 3 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:13 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] Pipe R PR S OCS - Weir: 1 HUFF_100-1H R 3.16 0.00 0.00 9.05 9.05 9.05 PR S OCS - Weir: 2 HUFF_100-1H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N OCS - Pipe HUFF_100-2H R 3.63 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_100-2H R 3.63 0.00 0.00 10.40 10.40 10.40 PR N OCS - Weir: 2 HUFF_100-2H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_100-2H R 0.00 -2.35 -0.03 0.00 0.00 0.00 PR S OCS - Pipe HUFF_100-2H R 10.60 0.00 -0.05 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_100-2H R 3.33 0.00 0.00 9.52 9.52 9.52 PR S OCS - Weir: 2 HUFF_100-2H R 7.36 0.00 -0.04 1.75 1.75 1.75 PR N OCS - Pipe HUFF_100-3H R 3.70 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_100-3H R 3.70 0.00 0.00 10.59 10.59 10.59 PR N OCS - Weir: 2 HUFF_100-3H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_100-3H R 0.00 -13.30 0.07 0.00 0.00 0.00 PR S OCS - Pipe HUFF_100-3H R 13.38 0.00 -0.05 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_100-3H R 3.33 0.00 0.00 9.52 9.52 9.52 PR S OCS - Weir: 2 HUFF_100-3H R 10.18 0.00 -0.04 1.95 1.95 1.95 PR N OCS - Pipe HUFF_100-6H R 3.68 0.00 0.00 0.00 0.00 0.00 PR N OCS - Weir: 1 HUFF_100-6H R 3.68 0.00 0.00 10.55 10.55 10.55 PR N OCS - Weir: 2 HUFF_100-6H R 0.00 0.00 0.00 0.00 0.00 0.00 PR N SPILLWAY HUFF_100-6H R 0.00 -10.57 0.06 0.00 0.00 0.00 PR S OCS - Pipe HUFF_100-6H R 10.37 0.00 -0.04 0.00 0.00 0.00 PR S OCS - Weir: 1 HUFF_100-6H R 3.33 0.00 0.00 9.52 9.52 9.52 PR S OCS - Weir: 2 HUFF_100-6H R 7.13 0.00 -0.03 1.73 1.73 1.73 1 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:08 Node Max Conditions [Proposed] 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] PR N OUTFALL HUFF_10-12H R 831.00 830.01 0.0000 3.26 0.00 0 PR NORTH POND HUFF_10-12H R 839.00 837.16 0.0010 16.23 3.26 64424 PR S OUTFALL HUFF_10-12H R 811.40 810.40 0.0000 2.97 0.00 0 PR SOUTH POND HUFF_10-12H R 820.00 817.19 -0.0010 11.41 2.97 45809 PR N OUTFALL HUFF_10-1HR 831.00 830.00 0.0000 2.58 0.00 0 PR NORTH POND HUFF_10-1HR 839.00 835.68 0.0010 68.24 2.58 57828 PR S OUTFALL HUFF_10-1HR 811.40 810.40 0.0000 2.44 0.00 0 PR SOUTH POND HUFF_10-1HR 820.00 816.11 0.0010 45.56 2.44 42604 PR N OUTFALL HUFF_10-2HR 831.00 830.00 0.0000 2.90 0.00 0 PR NORTH POND HUFF_10-2HR 839.00 836.33 0.0010 54.11 2.90 60692 PR S OUTFALL HUFF_10-2HR 811.40 810.40 0.0000 2.75 0.00 0 PR SOUTH POND HUFF_10-2HR 820.00 816.71 -0.0010 36.59 2.75 44420 PR N OUTFALL HUFF_10-3HR 831.00 830.00 0.0000 3.03 0.00 0 PR NORTH POND HUFF_10-3HR 839.00 836.62 0.0010 44.27 3.03 61934 PR S OUTFALL HUFF_10-3HR 811.40 810.40 0.0000 2.86 0.00 0 PR SOUTH POND HUFF_10-3HR 820.00 816.95 -0.0010 30.17 2.86 45142 PR N OUTFALL HUFF_10-6HR 831.00 830.00 0.0000 3.20 0.00 0 PR NORTH POND HUFF_10-6HR 839.00 837.02 0.0010 28.91 3.21 63686 PR S OUTFALL HUFF_10-6HR 811.40 810.40 0.0000 2.98 0.00 0 PR SOUTH POND HUFF_10-6HR 820.00 817.21 -0.0010 20.15 2.98 45859 PR N OUTFALL HUFF_100-12 HR 831.00 830.00 0.0000 9.92 0.00 0 PR NORTH POND HUFF_100-12 HR 839.00 838.16 0.0010 24.62 9.92 70007 PR S OUTFALL HUFF_100-12 HR 811.40 810.40 0.0000 7.61 0.00 0 2 C:\Users\Jared.Wilkerson\Desktop\ICPR\170062009.ICPR 4_Clay Terrace.2022-07-18 - 10 YR & 100 YR\9/7/2022 11:08 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] PR SOUTH POND HUFF_100-12 HR 820.00 818.21 -0.0010 17.42 7.61 48559 PR N OUTFALL HUFF_100-1H R 831.00 830.00 0.0000 3.30 0.00 0 PR NORTH POND HUFF_100-1H R 839.00 837.24 0.0010 114.83 3.30 64852 PR S OUTFALL HUFF_100-1H R 811.40 810.40 0.0000 3.16 0.00 0 PR SOUTH POND HUFF_100-1H R 820.00 817.62 -0.0010 77.62 3.16 46919 PR N OUTFALL HUFF_100-2H R 831.00 830.00 0.0000 5.98 0.00 0 PR NORTH POND HUFF_100-2H R 839.00 838.08 0.0010 88.76 5.98 69441 PR S OUTFALL HUFF_100-2H R 811.40 810.40 0.0000 10.60 0.00 0 PR SOUTH POND HUFF_100-2H R 820.00 818.30 -0.0010 60.49 10.60 48831 PR N OUTFALL HUFF_100-3H R 831.00 830.00 0.0000 16.99 0.00 0 PR NORTH POND HUFF_100-3H R 839.00 838.26 0.0010 71.75 16.99 70777 PR S OUTFALL HUFF_100-3H R 811.40 810.40 0.0000 13.38 0.00 0 PR SOUTH POND HUFF_100-3H R 820.00 818.37 0.0010 49.46 13.39 49052 PR N OUTFALL HUFF_100-6H R 831.00 830.00 0.0000 14.25 0.00 0 PR NORTH POND HUFF_100-6H R 839.00 838.23 0.0010 44.53 14.25 70500 PR S OUTFALL HUFF_100-6H R 811.40 810.40 0.0000 10.37 0.00 0 PR SOUTH POND HUFF_100-6H R 820.00 818.29 0.0010 31.33 10.37 48812 170062009 – Tempo by Hilton – Clay Terrace Appendix D: Proposed Storm Sewer Design DROP OFF9PROPOSED BUILDING±17,000 SFFFE=842.00September 7, 2022TEMPO BY HILTON - CLAY TERRACEPROPOSED CATCHMENT AREA MAPCARMEL, INNORTH0'50'25' 170062009 Tempo by Hilton - Clay Terrace DATE:9/7/2022 D3 0.28 0.24 0.04 0.77 0.21 D4 0.21 0.19 0.02 0.79 0.17 D5 0.05 0.05 0.00 0.85 0.04 D6 0.20 0.01 0.19 0.34 0.07 D7 0.28 0.00 0.28 0.30 0.08 D8 0.20 0.16 0.04 0.75 0.15 D9 0.20 0.16 0.04 0.74 0.15 D10 0.22 0.19 0.03 0.77 0.17 D11 0.12 0.10 0.02 0.76 0.09 D12 0.18 0.15 0.03 0.77 0.14 D13 0.09 0.06 0.03 0.64 0.06 RD1 0.17 0.17 0.00 0.85 0.14 RD2 0.24 0.24 0.00 0.85 0.20 RD3 0.03 0.03 0.00 0.85 0.03 Notes Pervious 0.30 Impervious 0.85 Runoff Coefficients: PROPOSED CONDITIONS DRAINAGE AREA CALCULATIONS Drainage Area Total Area (ac) Impervious Area (ac) Pervious Area (ac) Rational Coefficient Area * C 170062009 Tempo by Hilton - Clay Terrace DATE:9/7/2022 10 Structure ID Area*C 10-YR Peak Discharge (cfs) Grate Max Ponding Depth H (ft) Max Allowable Ponding Depth H (ft) Entrance Grate Area A (sf) Entrance Perimeter P (ft) Entrance Loss Coefficient C 50% Grate Capacity (cfs) D3 0.21 1.31 R-3010 0.33 0.50 0.50 2.30 0.61 1.70 D4 0.17 1.01 R-3010 0.28 0.50 0.50 2.30 0.61 1.70 D5 0.04 0.26 R-3010 0.11 0.50 0.50 2.30 0.61 1.70 D6 0.07 0.41 R-4342 0.13 0.50 1.00 3.00 0.61 3.40 D7 0.08 0.51 R-4342 0.15 0.50 1.00 3.00 0.61 3.40 D8 0.15 0.91 R-3010 0.26 0.50 0.50 2.30 0.61 1.70 D9 0.15 0.90 R-3010 0.26 0.50 0.50 2.30 0.61 1.70 D10 0.17 1.04 R-3455-C 0.17 0.50 1.30 5.00 0.61 4.43 D11 0.09 0.56 R-3010 0.19 0.50 0.50 2.30 0.61 1.70 D12 0.14 0.85 R-3010 0.25 0.50 0.50 2.30 0.61 1.70 Notes 1)Runoff = CIA 2)10-YR Design Storm = 6.12 in/hr 3)Grate Capacity Lesser of Q=3.3*P*H3/2 & Q=0.6*A*(2*32.2*H)1/2 4)Inlet Capacity Open Area* (sf) Entrance Perimeter* (ft) 50% Open Area (sf) 50% Entrance Perimeter* (ft) Neenah R-3010 1.00 4.60 0.50 2.30 Neenah R-3287-SB10 1.50 5.50 0.75 2.75 Neenah R-3472 1.30 7.30 0.65 3.65 Neenah R-3455-C 2.60 10.00 1.30 5.00 Neenah R-4342 2.00 6.00 1.00 3.00 *Open Area & Entrance Perimeter values obtained from Neenah Yard Inlet ONSITE INLET CAPACITY CALCULATIONS Curb Inlet Curb Inlet Flat Inlet Flat Inlet 170062009 – Tempo by Hilton – Clay Terrace Appendix E: Storm Water Quality Design 06/28/07 Exhibit 701-1: Curve Number Calculation for Water Quality Storm Event Water Quality Curve Number7072747678808284868890929496981000 102030405060708090100Percent ImperviousnessWater Quality Curve Number (CNwq) 170062009 - WQ Printed 7/19/2022Prepared by Kimley-Horn & Associates Page 1HydroCAD® 10.20-2b s/n 02344 © 2021 HydroCAD Software Solutions LLC Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 1 Inch-24 Hour Type II 24-hr Default 24.00 1 1.00 2 Type II 24-hr 1 Inch-24 Hour Rainfall=1.00"170062009 - WQ Printed 7/19/2022Prepared by Kimley-Horn & Associates Page 2HydroCAD® 10.20-2b s/n 02344 © 2021 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: PRO NORTH BASIN Runoff = 1.69 cfs @ 11.97 hrs, Volume= 0.069 af, Depth> 0.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.01 hrs Type II 24-hr 1 Inch-24 Hour Rainfall=1.00" Area (ac) CN Description * 2.250 92 2.250 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 5S: PRO NORTH BASIN Runoff Hydrograph Time (hours) 201918171615141312111098765Flow (cfs)1 0 Type II 24-hr 1 Inch-24 Hour Rainfall=1.00" Runoff Area=2.250 ac Runoff Volume=0.069 af Runoff Depth>0.37" Tc=5.0 min CN=92 1.69 cfs City of Indianapolis Stormwater Quality Unit (SQU) Selection Guide Pg. 2 02/11/2020 Version 17.0 Manufactured SQU SQU System Model Max Treatment Flow (cfs) Max 10-yr On-Line Flow Rate (cfs) Cleanout Depth (Inches) 4-ft 1.12 2.95 9 6-ft 2.52 6.63 12 8-ft 4.49 11.81 15 10-ft 7.00 18.40 18 Hydro International Downstream Defender1 12 ft 10.08 26.51 21 3-ft 0.85 1.84 9 4-ft 1.5 3.24 9 5-ft 2.35 5.08 9 6-ft 3.38 7.30 9 7-ft 4.60 9.94 9 Hydro International First Defense High Capacity1 8-ft 6.00 12.96 9 HS-3 0.50 1.00 6 HS-4 0.88 1.76 6 HS-5 1.37 2.74 6 HS-6 1.98 3.96 6 HS-7 2.69 5.38 6 HS-8 3.52 7.04 6 HS-9 4.45 8.9 6 HS-10 5.49 10.98 6 HS-11 6.65 13.3 6 HydroStorm by Hydroworks, LLC1 HS-12 7.91 15.82 6 XC-2 0.57 1.16 6 XC-3 1.13 2.30 6 XC-4 1.86 3.79 6 XC-5 2.78 5.66 6 XC-6 3.88 7.90 6 XC-7 5.17 10.52 6 XC-8 6.64 13.51 6 XC-9 8.29 16.87 6 XC-10 10.13 20.62 6 XC-11 12.15 24.73 6 XC-12 14.35 29.20 6 AquaShield Aqua-Swirl Xcelerator1 XC-13 15.53 31.60 6 CS-4 1.80 4.03 9 CS-5 2.81 6.29 9 CS-6 4.05 9.07 9 CS-8 7.20 16.1 9 CS-10 11.3 25.3 9 Contech Cascade Separator CS-12 16.2 36.3 9 Plan View SCALE 1:40 Elevation View SCALE 1:40 Projected View SCALE 1:70 2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343 Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.com Structure #: Drawn By: Scale: Date: OFlores Rvwed Rvw. Date U.S. Patent No. 6524473 and other Patent Pending Aqua-SwirlŠ XCelerator Standard Detail As Shown 2/25/2021 el. Varies Inlet/Outlet Invert el. Varies el. Varies Grade (Rim) el. Varies XC-7 CCW XC-7 STD Aqua-SwirlŠ Polymer Coated Steel (PCS) Stormwater Treatment System 12 in [305 mm] Manhole Frame & Cover Detail For Non-Traffic Areas Only NTS 48 in [1219 mm] Min. Gravel Backfill Concrete Wrap Compressible Expansion Joint Material to a minimum 1/2-inch [13 mm] thickness around top of riser to allow transfer of inadvertent loading from manhole cover to concrete slab. Riser Soil Cover Frame 1/2 in [13 mm] 1/2 in [13 mm] Place small amount of concrete [3,000 psi [20 MPa] (min)] to support and level manhole frame. DO NOT allow manhole frame to rest upon riser. Backfill (90% Proctor Density) 8 in [203 mm] 4 1/2 in [114 mm] Unless other traffic barriers are present, bollards shall be placed around access riser(s) in non-traffic areas to prevent inadvertent loading by maintenance vehicles. Manhole Frame & Cover Detail For Traffic Loading Areas NTS Cover Frame 48 in [1219 mm] Min. Backfill (90% Proctor Density) 3,000 psi [20 MPa] (min) Concrete #4 [13 mm] Rebar @ 6 in [152 mm] Each Way 30 in [762 mm] Riser 1/2 in [13 mm] 4 1/2 in [114 mm] 14 in [356 mm] 1/2 in [13 mm] Thick Expansion Joint Material If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m] diameter, 14-inch [356 mm] thick reinforced concrete pad must be placed over the Stormwater Treatment System Riser to support and level the manhole frame, as shown. The top of riser pipe must be wrapped with compressible expansion joint material to a minimum 1/2-inch [13 mm] thickness to allow transfer of wheel loads from manhole cover to concrete slab. Manhole cover shall bear on concrete slab and not on riser pipe. The concrete slab shall have a minimum strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm] reinforcing steel as shown. Minimum cover over reinforcing steel shall be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be level with finish grade. Please see accompanied Aqua-SwirlŠ specification notes. See Site Plan for actual System orientation. Approximate dry (pick) weight: 3800 lbs [1700 kg]. Backfill shall extend at least 18 inches [457 mm] outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) extending laterally to undisturbed soils. (See MH Detail Below) 1 1 As an alternative, 42 in [1067 mm] diameter, HS-20/25 rated precast concrete rings may be substituted. 14 in [356 mm] thickness must be maintained. XC-7 inlet/outlet pipe size ranges up to 42 in [1067 mm]. XC-7 chamber height may vary up to 156 in [3962 mm], depending on inlet/outlet pipe size. Orientation may vary from a minimum of 90ƒ to a maximum of 180ƒ. Clockwise or counterclockwise orientation as needed. 2 3 3 2 102 in [2591 mm] 102 in [2591 mm] P42 in [P1067 mm] 2 Octagonal Base Plate P90 in [P2290 mm] 156 in [3962 mm] Varies Varies 5 [127 mm] MH Frame P30 in [P762 mm] Band Coupler by Manufacturer. (as needed) Riser Manhole Frame and Cover by Manufacturer. (See Details) Rim elevations to match finish grade. 90 in [2286 mm] Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. 4 4 P90 in [P2286 mm] Optional inlet orientations available (See note 4) P42 in [P1067 mm] 180ƒ Backfill Bedding Undisturbed soil 18 in [457 mm] 6 in [152 mm] Lifting Lugs Lifting Lugs 170062009 – Tempo by Hilton – Clay Terrace Appendix F: Master Drainage Report