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10505 North College Avenue | Indianapolis, IN 46280 | .www.weihe.net | (317) 846-6611 | (800) 452-6408 | Fax: (317) 843-0546 Allan H. Weihe, P.E., L.S., - Founder STORMWATER TECHNICAL REPORT For: COTTAGES AT CARMEL 14220 Larson Drive Carmel, Hamilton County Indiana Project #W22-0131 Prepared for: Advenir Oakley Development, LLC 17501 Biscayne Boulevard, Suite 300 Aventura, FL 33160 Telephone (305) 450-8233 Contact: Scott Weathers E-mail: sweathers@adveniroakleycapital.com Prepared By: Travis P. Gaither, P.E. Checked By: Rick M. Ellis Certified By: Travis P. Gaither, P.E. Date: June 14, 2023 Revised: July 18, 2023 September 22, 2023 January 17, 2024 May 16, 2024 July 3, 2024 Stormwater Technical Report Prepared For: Cottages at Carmel Carmel, IN Project #W22-0131 TABLE OF CONTENTS 1. Project Narrative a. Project Overview b. Pre-Developed Conditions c. Post-Developed Conditions d. Water Quality e. Exhibits 2. Pre-Developed Drainage Calculations a. Exhibit b. Support Calculations c. ICPR Reports 3. Compliance with Master Plan a. Exhibit b. CN/Time of Concentration Calculations c. Watershed Volume Calculations d. Stormwater Development Checklist e. Legacy Master Plan Report Excerpts f. Windward at Legacy Drainage Report Excerpts 4. Pipe Sizing Calculations a. Exhibits b. Support Calculations c. Hydraflow Reports d. Inlet Capacity Calculations e. Swale Calculations PROJECT NARRATIVE Cottages at Carmel Weihe Engineers, INC. 7/3/2024 Stormwater Technical Report Prepared For: Cottages at Carmel Carmel, IN Project #W22-0131 Project Overview: Advenir Oakley Development, LLC is proposing to build a new multi-family housing development with various housing products, a club house with pool, parking lots, sidewalks and additional amenities on approximately 30.74 acres. A 2.36 acre parcel in the northeast corner of the site will be planned for future commercial development. The project is located south of 146th Street, between River Road and Cherry Tree Road. The project is a part of the larger overall development named “Legacy”. Detention and water quality has been provided as a part of the overall development. This drainage report will show that the Cottages of Carmel project adheres to the master plan of the overall detention and water quality and will contain calculations for the onsite storm sewer system. The proposed construction is on a site at a Latitude of N 40° 00' 59" and Longitude W 86° 03' 44". The multi-family site is located in the Northwest Quarter of Section 23, Township 18 North, Range 4 East, situated in Clay Township, Hamilton County, Indiana. Please refer to Figure 1.1. Floodzone: Based upon a scaled interpretation of the Flood Insurance Map, No.18057C0143G and 18057C0231G for Hamilton County, Indiana, dated November 19, 2014, the subject tract IS NOT located within Zone AE (Special Flood Hazard Area inundated by 100-year flood-Base Flood Elevations determined) or Floodway Area in Zone AE. Refer to Figure 1.2. Cottages at Carmel Weihe Engineers, INC. 7/3/2024 Pre-Developed Conditions: Aerial photography was used to illustrate the current land-use of the parcel. Currently, the property has been previously graded as a part of the overall Legacy project. It has since been covered with unmaintained trees and tall grass, with some smaller portions of maintained grass. The project site is directly adjacent to 146th Street and residential developments to the north, and existing residential and commercial developments as a part of the overall Legacy project to the east, west, and south. Please refer to Figure 1.3. The majority of the site (28.27 acres) currently drains to the south onto the adjacent Windward at Legacy project where runoff is collected by stormwater infrastructure at various locations and routed to the south and east. The remaining 2.47 acres drains north into the right of way of 146th Street and is collected by roadside inlets. The entire site is a part of the White River watershed. Please refer to Figure 2.1. The property consists of the following soil types: Fox Loam, Hennepin Loam, Sleeth Loam, Westland Silty Clay Loam, Fox Loam-Urban Land Complex, Ockley Silt Loam- Urban Land Complex, Sleeth Loam-Urban Land Complex, Westland Silty Clay Loam- Urban Land Complex. A soil map has been included with this report. An abbreviated NRCS Soils Report has been included with this report. Cottages at Carmel Weihe Engineers, INC. 7/3/2024 Post-Developed Conditions: The development will be a multi-family housing complex with amenities for the residents and a future commercial development(s). The overall Legacy development has accounted for the detention and water quality requirements for this development. The site lies within the East Watershed as defined in the overall Legacy Drainage Report approved October 5, 2012. Portions of the Overall Legacy Drainage Report are in Section 3 of this report. It is within BAS 122 and BAS 129 as shown on Figure 6 of the Legacy report. Detention and water quality will be provided by features CW1, VS6, and DD6 as shown in Figure 6. The master planned CNs for BAS 122 and BAS 129 is 94 with a time of concentration of 5 minutes. The layout of the subject site results with a CN of 91.7, adhering to the master plan. The proposed CN does not include the land in the northeast corner for future development. The layout in this area is currently unknown, therefore, a separate curve number for that development will need to be provided to determine its compliance with the overall master plan. See Figures 2.1 and 3.1 for existing and proposed conditions exhibits. Storm Sewers The storm sewer system is designed to meet City of Carmel Standards. Pipes shall convey stormwater at a minimum velocity of 2.5 feet/second through reinforced concrete pipes while maintaining a hydraulic grade line elevation below the top of castings during a 10-year storm event. Proposed storm sewers have been master planned to convey future undetained runoff from the commercial parcel in the northeast corner. Proposed pipe systems will connect to existing infrastructure at 4 locations. 2 of these locations are north of Equality Blvd., east of James Dean Dr., 1 is on the east side of the terminus point of James Dean Dr., and 1 is in Common Area 22 of the Windward of Legacy project, between James Dean Drive and Larson Dr. Only 1 of these 4 connection points have been designed for developed runoff from the subject site, therefore, a by-pass storm network has been designed on the west side of Larson Dr. to not overload the Windward at Legacy storm systems. The by- pass system discharges into a dry detention basin on the south side of the Windward at Legacy development. Portions of the Windward at Legacy drainage report dated February 10, 2021, has been provided in Section 3 of this report. Windward structure EX 674 is the easternmost connection point and was planned to receive an undeveloped flow of 6.85 cfs. However, the pipe system was designed with extra capacity and as-builts show that the pipes were constructed steeper than the design, therefore, an additional 6.67 cfs of capacity can be accounted for in the existing pipes. This results in 13.52 cfs of available capacity in EX 674. The proposed calculations have 7.73 cfs draining to EX 674. Cottages at Carmel Weihe Engineers, INC. 7/3/2024 Windward structure EX 656 was designed to be the next connection point west of EX 674, but it will be removed and the connection point will become EX 655. EX 656 was designed to receive a developed flow of 23.84 cfs. Proposed calculations have 22.98 cfs of flow draining to EX 655. As a part of this pipe network, the future 2.36 acre commercial area in the northeast corner of the subject site has been accounted for as fully developed proposed flow. Structure 676 will be the connection point for the future commercial development. It was assumed that the impervious cover of the parcel would be 85% with 15% pervious cover. When combined with additional flow from the subject site that will be collected by 676, the resulting c-value is 0.74. The assumed impervious percentage would result in a CN above 94, therefore, the impervious percentage will likely be lower than the assumed value in order to meet the CN requirement. Windward structure EX 644 was designed to accept undeveloped runoff west of James Dean Dr. at a rate of 13.49 cfs. The actual connection point will be at EX 641, with EX 644 still being used to accept some developed surface flow. Additionally, EX 640 will also accept some developed surface flow from the subject site. The design proposed flow from the subject site entering this existing system is 12.04 cfs. Windward structure EX 619 was designed to accept undeveloped runoff east of Larson Dr. at a rate of 8.67 cfs. The actual connection point will be at EX 617, with EX 619 still being used to accept some developed surface flow. The design proposed flow from the subject site entering this existing system is 4.50 cfs. The proposed by-pass storm sewer system west of Larson Dr. will convey 28.65 cfs of flow through a 42” RCP. All storm runoff passing through Windward at Legacy will enter 1 of 2 dry detention basins that have been sized to handle the developed flow from the subject site. Refer to Section 4 for the pipe sizing and inlet capacity calculations and Figures 4.1-4.5 for the Pipe Sizing Basin Maps. LOCATION MAP Date: January 17, 2024FIGURE 1.1 WEIHE weihe.net Indianapolis, Indiana 46280 10505 N. College Avenue 317 | 846 - 6611E N G I N E E R S PROJECT LOCATION COTTAGES AT CARMEL CARMEL, IN FEMA MAP Date: January 17, 2024FIGURE 1.2 WEIHE weihe.net Indianapolis, Indiana 46280 10505 N. College Avenue 317 | 846 - 6611E N G I N E E R S PROJECT LOCATION COTTAGES AT CARMEL CARMEL, IN AERIAL MAP Date: January 17, 2024FIGURE 1.3 WEIHE weihe.net Indianapolis, Indiana 46280 10505 N. College Avenue 317 | 846 - 6611E N G I N E E R S PROJECT LOCATION COTTAGES AT CARMEL CARMEL, IN Soil Map—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/17/2023 Page 1 of 3 44 2 7 8 9 0 44 2 7 9 5 0 44 2 8 0 1 0 44 2 8 0 7 0 44 2 8 1 3 0 44 2 8 1 9 0 44 2 8 2 5 0 44 2 7 8 9 0 44 2 7 9 5 0 44 2 8 0 1 0 44 2 8 0 7 0 44 2 8 1 3 0 44 2 8 1 9 0 44 2 8 2 5 0 580980 581040 581100 581160 581220 581280 581340 581400 581460 581520 581580 580980 581040 581100 581160 581220 581280 581340 581400 581460 581520 581580 40° 0' 2'' N 86 ° 3 ' 5 ' ' W 40° 0' 2'' N 86 ° 2 ' 3 8 ' ' W 39° 59' 49'' N 86 ° 3 ' 5 ' ' W 39° 59' 49'' N 86 ° 2 ' 3 8 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,940 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features 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 23, Sep 3, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 15, 2022—Jun 21, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/17/2023 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI FnB2 Fox loam, 2 to 6 percent slopes, eroded 5.0 16.5% HeF Hennepin loam, 18 to 50 percent slopes 1.2 3.9% St Sleeth loam 5.6 18.4% We Westland silty clay loam, 0 to 2 percent slopes 14.4 47.1% YflB2 Fox loam-Urban land complex, 2 to 6 percent slopes, eroded 0.0 0.1% YoxA Ockley silt loam-Urban land complex, 0 to 2 percent slopes 4.0 13.1% YsnA Sleeth loam-Urban land complex, 0 to 2 percent slopes 0.1 0.2% YwqA Westland silty clay loam-Urban land complex, 0 to 2 percent slopes 0.2 0.7% Totals for Area of Interest 30.5 100.0% Soil Map—Hamilton County, Indiana Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/17/2023 Page 3 of 3 146th STREET (PUBLIC R/W) CO M M U N I T Y D R I V E (P U B L I C R / W ) EQUALITY BLVD (PUBLIC R/W) JA M E S D E A N D R I V E (P U B L I C R / W ) LA R S O N D R I V E (P U B L I C R / W ) EX-S13.01 AC EX-S215.38 AC EX-S46.63 AC EX-S33.25 AC EX-N 2.47 AC FI G U R E 2 . 1 EX I S T I N G C O N D I T I O N S EX H I B I T Da t e : J a n u a r y 1 7 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N Basin Type of Cover/Cover Area Percent Weighted Name A B C D Condition of Cover (Ac.) of Basin A B C D CN EX-S1 0% 100% 0% 0% Gravel 0.03 1% 76 85 89 91 85.0 0% 100% 0% 0% Brush (Good Cond.) 0.75 25% 30 48 65 73 48.0 0% 100% 0% 0% Open Space (Good Cond.) 2.23 74% 39 61 74 80 61.0 EX-S1 3.01 100%58.0 EX-S2 0% 100% 0% 0% Gravel 0.15 1% 76 85 89 91 85.0 0% 100% 0% 0% Brush (Good Cond.) 10.46 68% 30 48 65 73 48.0 0% 100% 0% 0% Open Space (Good Cond.) 4.77 31% 39 61 74 80 61.0 EX-S2 15.38 100%52.4 EX-S3 0% 67% 33% 0% Gravel 0.00 0% 76 85 89 91 86.3 0% 67% 33% 0% Brush (Good Cond.) 3.25 100% 30 48 65 73 53.6 0% 67% 33% 0% Open Space (Good Cond.) 0.00 0% 39 61 74 80 65.3 EX-S3 3.25 100%53.6 EX-S4 0% 99% 1% 0% Gravel 0.00 0% 76 85 89 91 85.0 0% 99% 1% 0% Brush (Good Cond.) 6.63 100% 30 48 65 73 48.2 0% 99% 1% 0% Open Space (Good Cond.) 0.00 0% 39 61 74 80 61.1 EX-S4 6.63 100%48.2 EX-N 0% 100% 0% 0% Gravel 0.02 1% 76 85 89 91 85.0 0% 100% 0% 0% Brush (Good Cond.) 1.24 50% 30 48 65 73 48.0 0% 100% 0% 0% Open Space (Good Cond.) 1.21 49% 39 61 74 80 61.0 EX-N 2.47 100%54.7 Weighted Curve Number Calculations Existing Conditions Soil Group % Curve Number (CN) Cottages at Carmel 7/3/2024 W22-0131 RME TPG Project: Date: Job No.: Checked By: Prepared By: Shallow Conc Flow Travel Time: Channel Flow Travel Time: Farm Field 0.17 Grass 0.03 Dense Grass 0.24 Concrete 0.015 Shallow Conc Flow (Unpaved): Pavement 0.011 Rip-Rap 0.035 Shallow Conc Flow (Paved): 2 Yr, 24 Hr Rainfall= 2.66 Overland Flow Travel Time: Tc minimum= 5 Paved Gutter & Channel Flow Tc Basin Len S n T_t Len S n T_t Len S Pave/Un Vel T_t Len A Pw r S n Vel T_t (ft)%(min)(ft)%(min)(ft)%P or U (ft/s)(min)(ft)(sf)(ft)(ft)%(ft/s)(min)(min) EX-S1 100 0.80 0.24 23 0 448 0.70 U 1.35 6 0 28 EX-S2 100 1.20 0.24 19 0 1279 0.50 U 1.14 19 0 38 EX-S3 100 2.00 0.24 16 0 701 0.90 U 1.53 8 0 23 EX-S4 100 1.20 0.24 19 0 595 1.10 U 1.69 6 0 25 EX-N 100 2.20 0.24 15 0 93 1.40 U 1.91 1 0 16 Time of Concentration Calculations Existing Conditions Channel Flow Cottages at Carmel 1/17/2024 W22-0131 Checked By: Job No.: Date: Project: RME Overland Flow Overland Flow Shallow Conc. Flow Channel Flow Prepared By:TPG Mannings Values (n) Overland Flow A:EX-S4 DEP U:EX-S4 T:BNDY-S3 U:EX-S3 T:BNDY-S2 U:EX-S2 T:BNDY-S1 U:EX-S1 T:BNDY-N U:EX-N W:EX-S4-W WEIR W:EX-S4-E WEIR COTTAGES AT CARMEL - W22-0131 PRE-DEVELOPED CONDITIONS ICPR ROUTING SCHEMATIC COTTAGES AT CARMEL - W22-0131 PRE-DEVELOPED CONDITIONS ICPR INPUT REPORT ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: EX-N Node: BNDY-N Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 16.00 Area(ac): 2.470 Time Shift(hrs): 0.00 Curve Number: 54.70 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 -------------------------------------------------------------------------------------------- -------- Name: EX-S1 Node: BNDY-S1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 28.00 Area(ac): 3.010 Time Shift(hrs): 0.00 Curve Number: 58.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 -------------------------------------------------------------------------------------------- -------- Name: EX-S2 Node: BNDY-S2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 38.00 Area(ac): 15.380 Time Shift(hrs): 0.00 Curve Number: 52.40 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 -------------------------------------------------------------------------------------------- -------- Name: EX-S3 Node: BNDY-S3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 23.00 Area(ac): 6.630 Time Shift(hrs): 0.00 Curve Number: 53.60 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 -------------------------------------------------------------------------------------------- -------- Name: EX-S4 Node: EX-S4 DEP Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 25.00 Area(ac): 3.250 Time Shift(hrs): 0.00 Curve Number: 48.20 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: BNDY-N Base Flow(cfs): 0.000 Init Stage(ft): 755.000 Group: BASE Warn Stage(ft): 755.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 755.000 99.00 755.000 ------------------------------------------------------------------------------------------ Name: BNDY-S1 Base Flow(cfs): 0.000 Init Stage(ft): 754.000 Group: BASE Warn Stage(ft): 754.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 754.000 99.00 754.000 ------------------------------------------------------------------------------------------ Name: BNDY-S2 Base Flow(cfs): 0.000 Init Stage(ft): 750.400 Group: BASE Warn Stage(ft): 750.400 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 750.400 99.00 750.400 ------------------------------------------------------------------------------------------ Name: BNDY-S3 Base Flow(cfs): 0.000 Init Stage(ft): 752.000 Group: BASE Warn Stage(ft): 752.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 752.000 99.00 752.000 ------------------------------------------------------------------------------------------ Name: EX-S4 DEP Base Flow(cfs): 0.000 Init Stage(ft): 752.600 Group: BASE Warn Stage(ft): 754.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 752.600 0.0001 753.000 0.0520 754.000 0.6980 755.000 1.4770 ========================================================================================== ==== Weirs =============================================================================== ========================================================================================== Name: EX-S4-E WEIR From Node: EX-S4 DEP Group: BASE To Node: BNDY-S2 Flow: Both Count: 1 Type: Vertical: Fread Geometry: Trapezoidal Bottom Width(ft): 10.00 Left Side Slope(h/v): 118.00 Right Side Slope(h/v): 84.00 Invert(ft): 754.200 Control Elevation(ft): 754.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 -------------------------------------------------------------------------------------------- -------- Name: EX-S4-W WEIR From Node: EX-S4 DEP Group: BASE To Node: BNDY-S3 Flow: Both Count: 1 Type: Vertical: Fread Geometry: Trapezoidal Bottom Width(ft): 70.00 Left Side Slope(h/v): 66.00 Right Side Slope(h/v): 66.00 Invert(ft): 754.200 Control Elevation(ft): 754.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 002YR-24HR Filename: C:\Users\gaithert\Desktop\Projects\Cottages at Carmel (W22-0131)\ICPR\EXISTING\002YR-24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 2.66 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 -------------------------------------------------------------------------------------------- -------- Name: 010YR-24HR Filename: C:\Users\gaithert\Desktop\Projects\Cottages at Carmel (W22-0131)\ICPR\EXISTING\010YR-24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 3.83 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 -------------------------------------------------------------------------------------------- -------- Name: 100YR-24HR Filename: C:\Users\gaithert\Desktop\Projects\Cottages at Carmel (W22-0131)\ICPR\EXISTING\100YR-24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 6.46 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: 002YR-24HR Hydrology Sim: 002YR-24HR Filename: C:\Users\gaithert\Desktop\Projects\Cottages at Carmel (W22-0131)\ICPR\EXISTING\002YR-24HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.000 Group Run --------------- ----- BASE Yes -------------------------------------------------------------------------------------------- -------- Name: 010YR-24HR Hydrology Sim: 010YR-24HR Filename: C:\Users\gaithert\Desktop\Projects\Cottages at Carmel (W22-0131)\ICPR\EXISTING\010YR-24HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.000 Group Run --------------- ----- BASE Yes -------------------------------------------------------------------------------------------- -------- Name: 100YR-24HR Hydrology Sim: 100YR-24HR Filename: C:\Users\gaithert\Desktop\Projects\Cottages at Carmel (W22-0131)\ICPR\EXISTING\100YR-24HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.000 Group Run --------------- ----- BASE Yes COTTAGES AT CARMEL - W22-0131 PRE-DEVELOPED CONDITIONS ICPR BASIN REPORT Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 -------------------------------------------------------------------------------------- 002YR-24HR EX-N BASE 12.80 0.05 0.108 971 010YR-24HR EX-N BASE 12.12 0.84 0.451 4047 100YR-24HR EX-N BASE 12.09 4.80 1.761 15790 002YR-24HR EX-S1 BASE 12.38 0.15 0.173 1892 010YR-24HR EX-S1 BASE 12.26 1.10 0.588 6425 100YR-24HR EX-S1 BASE 12.20 5.12 2.046 22351 002YR-24HR EX-S2 BASE 13.58 0.14 0.072 3995 010YR-24HR EX-S2 BASE 12.42 2.02 0.365 20374 100YR-24HR EX-S2 BASE 12.33 15.06 1.569 87615 002YR-24HR EX-S3 BASE 12.88 0.09 0.090 2160 010YR-24HR EX-S3 BASE 12.22 1.49 0.409 9834 100YR-24HR EX-S3 BASE 12.16 9.85 1.667 40128 002YR-24HR EX-S4 BASE 19.83 0.01 0.023 273 010YR-24HR EX-S4 BASE 12.33 0.20 0.227 2678 100YR-24HR EX-S4 BASE 12.17 3.02 1.232 14539 COTTAGES AT CARMEL - W22-0131 PRE-DEVELOPED CONDITIONS ICPR NODE REPORT Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs ------------------------------------------------------------------------------------------- BNDY-N 002YR-24HR 755.00 755.00 0.0000 0 0.05 0.00 BNDY-N 010YR-24HR 755.00 755.00 0.0000 0 0.79 0.00 BNDY-N 100YR-24HR 755.00 755.00 0.0000 0 4.77 0.00 BNDY-S1 002YR-24HR 754.00 754.00 0.0000 0 0.15 0.00 BNDY-S1 010YR-24HR 754.00 754.00 0.0000 0 1.10 0.00 BNDY-S1 100YR-24HR 754.00 754.00 0.0000 0 4.99 0.00 BNDY-S2 002YR-24HR 750.40 750.40 0.0000 0 0.14 0.00 BNDY-S2 010YR-24HR 750.40 750.40 0.0000 0 2.02 0.00 BNDY-S2 100YR-24HR 750.40 750.40 0.0000 0 15.05 0.00 BNDY-S3 002YR-24HR 752.00 752.00 0.0000 0 0.09 0.00 BNDY-S3 010YR-24HR 752.00 752.00 0.0000 0 1.45 0.00 BNDY-S3 100YR-24HR 752.00 752.00 0.0000 0 9.80 0.00 EX-S4 DEP 002YR-24HR 752.90 754.20 0.0013 1727 0.01 0.00 EX-S4 DEP 010YR-24HR 753.32 754.20 0.0049 11334 0.20 0.00 EX-S4 DEP 100YR-24HR 753.92 754.20 0.0050 28149 3.02 0.00 COMPLIANCE WITH MASTER PLAN West Basin 2 yr = 749.31 10 yr = 749.92 100 yr = 751.87 East Basin 2 yr = 748.25 10 yr = 749.34 100 yr = 751.26 N/ Y - R O W H O U S E M/ X - C O T T A G E W / GA R A G E 3 B R A L T J/U - DUPLEX STACKED ALT M/ X - C O T T A G E W / GA R A G E 3 B R A L T FUTURE DEVELOPMENT BU I L D I N G 1 1 BU I L D I N G 1 2 / 1 3 CLUBHOUSE LEASING BUILDING CLUBHOUSE FITNESS BUILDING POOL HOUSE MA I N T E N A N C E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE H O U S E E - CARRIAGE HOUSE E - CARRIAGE H O U S E E - CARRIAGE HOUSE L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT L/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT L/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT J/ U - D U P L E X ST A C K E D A L T L/W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R L/W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T L/ W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T M/ X - C O T T A G E W / GA R A G E 3 B R A L T M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R L/W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R L/W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R L/W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T L/W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R I/T - DUPLEX STACKED J/U - DUPLEX STACKED ALT H/S - D U P L E X A L T F/ Q - C O T T A G E F/Q - COTTAGE F/Q - COTTAGE I/ T - D U P L E X ST A C K E D I/ T - D U P L E X ST A C K E D F/ Q - C O T T A G E F/ Q - C O T T A G E H/S - D U P L E X A L T G/ R - D U P L E X F/ Q - C O T T A G E F/ Q - C O T T A G E G/R - DUPLEX H/S - DUPLEX ALT O/Z - ROWHOUSE TWIN P/AA - ROWHOUSE TWIN ALT N/Y - R O W H O U S E F/Q - COTTAGE N/Y - R O W H O U S E O/Z - ROWHOUSE TWIN P/AA - ROWHOUSE TWIN ALT O/Z - ROWHOUSE TWIN P/AA - ROWHOUSE TWIN ALT F/Q - COTTAGE N/Y - R O W H O U S E P/AA - ROWHOUSE TWIN ALT I/ T - D U P L E X ST A C K E D G/ R - D U P L E X H/S - D U P L E X A L T G/ R - D U P L E X H/S - D U P L E X A L T I/T - DUPLEX STACKED I/T - DUPLEX STACKED J/U - DUPLEX STACKED ALT I/T - DUPLEX STACKED L/ W - C O T T A G E W / GA R A G E 3 B R I/T - DUPLEX STACKED I/T - DUPLEX STACKED F/Q - COTTAGE J/U - DUPLEX STACKED ALT F/ Q - C O T T A G E F/ Q - C O T T A G E I/T - DUPLEX STACKEDJ/U - DUPLEX STACKED ALT K/ V - C O T T A G E W/ G A R A G E 2 B R K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R J/U - DUPLEX STACKED ALTH/S - DUPLEX ALTG/R - DUPLEX I/ T - D U P L E X ST A C K E D G/ R - D U P L E X I/T - DUPLEX STACKEDJ/U - DUPLEX STACKED ALT I/T - DUPLEX STACKED I/ T - D U P L E X ST A C K E D H/S - D U P L E X A L T G/ R - D U P L E X H/S - D U P L E X A L T H/S - DUPLEX ALT I/T - DUPLEX STACKED F/ Q - C O T T A G E G/R - DUPLEX J/U - DUPLEX STACKED ALT I/T - DUPLEX STACKED I/T - DUPLEX STACKEDJ/U - DUPLEX STACKED ALT J/U - DUPLEX STACKED ALT H/ S - D U P L E X A L T P/ A A - R O W H O U S E TW I N A L T J/U - DUPLEX STACKED ALT O/Z - ROWHOUSE TWIN J/U - DUPLEX STACKED ALT I/T - DUPLEX STACKED G/ R - D U P L E X H/S - D U P L E X A L T F/ Q - C O T T A G E I/T - DUPLEX STACKED J/U - DUPLE X STACKED AL T L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T I/T - DUPLEX STACKED N/ Y - R O W H O U S E M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T M/ X - C O T T A G E W / GA R A G E 3 B R A L T L/ W - C O T T A G E W / GA R A G E 3 B R G/ R - D U P L E X J/ U - D U P L E X ST A C K E D A L T ONLY ON L Y FI G U R E 3 . 1 PR O P O S E D C O N D I T I O N S EX H I B I T Da t e : M a y 1 6 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N EX 674 CONNECTIONEX 655 CONNECTION EX 641 CONNECTIONEX 619 CONNECTION 42" BY-PASS SYSTEM Basin Type of Cover/Cover Area Percent Weighted Name A B C D Condition of Cover (Ac.) of Basin A B C D CN EX-SITE 0% 96% 4% 0% Row Crops (SR-Good) 27.81 98% 67 78 85 89 78.3 0% 96% 4% 0% Woods (Good Cond.) 0.57 2% 30 55 70 77 55.6 EX-SITE 28.38 100%77.8 PR-SITE 0% 0% 0% 100% Impervious 18.50 65% 98 98 98 98 98.0 0% 0% 0% 100% Open Space, Good Cond. 9.88 35% 39 61 74 80 80.0 PR-SITE 28.38 100%91.7 Prepared By:TPG Soil Group % Curve Number (CN) Job No.:W22-0131 Checked By:RMEProposed Conditions Project:Cottages at Carmel Date:7/3/2024 Weighted Curve Number Calculations Shallow Conc Flow Travel Time: Channel Flow Travel Time: Farm Field 0.17 Grass 0.03 Dense Grass 0.24 Concrete 0.015 Shallow Conc Flow (Unpaved): Pavement 0.011 Rip-Rap 0.035 Shallow Conc Flow (Paved): 2 Yr, 24 Hr Rainfall= 2.66 Overland Flow Travel Time: Tc minimum= 5 Paved Gutter & Channel Flow Tc Basin Len S n T_t Len S n T_t Len S Pave/Un Vel T_t Len A Pw r S n Vel T_t (ft)%(min)(ft)%(min)(ft)%P or U (ft/s)(min)(ft)(sf)(ft)(ft)%(ft/s)(min)(min) EX-SITE 100 1.20 0.17 15 0 352 0.63 U 1.28 5 0 69 3.48 U 3.01 0 465 0.95 U 1.57 5 24 PR-SITE 40 1.20 0.24 9 0 66 1.00 U 1.61 1 1400 4.00 6 16 Prepared By:TPG Time of Concentration Calculations Project:Cottages at Carmel Proposed Conditions Date:1/17/2024 Job No.:W22-0131 Checked By:RME Channel Flow Mannings Values (n) Overland Flow Channel Flow Overland Flow Overland Flow Shallow Conc. Flow COTTAGES AT CARMEL - W22-0131 EXISTING AND PROPOSED CALCULATIONS (STORMWATER DEV. CHECKLIST) ICPR INPUT REPORT ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: EX-SITE Node: EX BNDY Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 24.00 Area(ac): 28.380 Time Shift(hrs): 0.00 Curve Number: 77.80 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: PR-SITE Node: PR-BNDY Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 16.00 Area(ac): 28.380 Time Shift(hrs): 0.00 Curve Number: 91.70 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: EX BNDY Base Flow(cfs): 0.000 Init Stage(ft): 750.400 Group: BASE Warn Stage(ft): 750.400 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 750.400 99.00 750.400 ------------------------------------------------------------------------------------------ Name: PR-BNDY Base Flow(cfs): 0.000 Init Stage(ft): 748.000 Group: BASE Warn Stage(ft): 748.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 748.000 99.00 748.000 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 002YR Filename: H:\2022\W220131\Engineering\design\drainage\pond modeling\icpr\CHECKLIST\002YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 2.66 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 010YR Filename: H:\2022\W220131\Engineering\design\drainage\pond modeling\icpr\CHECKLIST\010YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 3.83 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 ---------------------------------------------------------------------------------------------------- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 2 COTTAGES AT CARMEL - W22-0131 EXISTING AND PROPOSED CALCULATIONS (STORMWATER DEV. CHECKLIST) ICPR INPUT REPORT Name: 100YR Filename: H:\2022\W220131\Engineering\design\drainage\pond modeling\icpr\CHECKLIST\100YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 6.46 Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 2 COTTAGES AT CARMEL - W22-0131 EXISTING AND PROPOSED CALCULATIONS (STORMWATER DEV. CHECKLIST) ICPR BASIN REPORT Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 002YR EX-SITE BASE 12.16 23.10 0.882 90860 010YR EX-SITE BASE 12.16 47.03 1.736 178793 100YR EX-SITE BASE 12.16 107.15 3.962 408148 002YR PR-SITE BASE 12.05 58.93 1.814 186827 010YR PR-SITE BASE 12.05 92.85 2.920 300800 100YR PR-SITE BASE 12.05 168.20 5.481 564604 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 PIPE SIZING CALCULATIONS OH U N/Y - ROWHOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSEE - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE L/ W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T L/ W - C O T T A G E W / GA R A G E 3 B R L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BRL/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR O/ Z - R O W H O U S E T W I N P/ A A - R O W H O U S E TW I N A L T N/Y - ROWHOUSE F/ Q - C O T T A G E 6040.44 AC6050.56 AC 606 0.40 AC 6070.44 AC 6080.42 AC 6090.42 AC 6100.85 AC 622 0.14 AC 6240.43 AC 626 0.15 AC 627 0.10 AC 6280.17 AC 6290.86 AC 6300.27 AC 6310.30 AC 6360.33 AC 6350.51 AC 6420.12 AC EX 6 1 9 0. 2 6 A C 6440.43 AC 6450.35 AC FI G U R E 4 . 1 ST O R M I N L E T BA S I N M A P Da t e : M a y 1 6 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N M/X - COTTAGE W/ GARAGE 3BR ALT E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE E - CARRIAGE HOUSE L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T L/ W - C O T T A G E W / GA R A G E 3 B R K/ V - C O T T A G E W/ G A R A G E 2 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T K/ V - C O T T A G E W/ G A R A G E 2 B R L/ W - C O T T A G E W / GA R A G E 3 B R M/ X - C O T T A G E W / GA R A G E 3 B R A L T J/U - DUPLEX STACKED ALT L/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT M/X - COTTAGE W/ GARAGE 3BR ALT M/X - COTTAGE W/ GARAGE 3BR ALT K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR M/X - COTTAGE W/ GARAGE 3BR ALT L/W - COTTAGE W/ GARAGE 3BR K/V - COTTAGE W/ GARAGE 2BR I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T H/S - DUPLEX ALT F/Q - COTTAGE F/ Q - C O T T A G E F/ Q - C O T T A G E I/T - DUPLEX STACKED I/T - DUPLEX STACKED F/Q - COTTAGE F/Q - COTTAGE H/S - DUPLEX ALT G/R - DUPLEX F/Q - COTTAGE F/Q - COTTAGE G/ R - D U P L E X H/ S - D U P L E X A L T F/ Q - C O T T A G E N/Y - ROWHOUSE O/ Z - R O W H O U S E T W I N P/ A A - R O W H O U S E TW I N A L T O/ Z - R O W H O U S E T W I N P/ A A - R O W H O U S E TW I N A L T F/ Q - C O T T A G E N/Y - ROWHOUSE P/ A A - R O W H O U S E TW I N A L T I/T - DUPLEX STACKED ON L Y ONLY 6100.85 AC 6110.78 AC 6120.28 AC 6130.40 AC 6140.50 AC 615 0.09 AC 616 0.08 AC 6170.02 AC 6320.45 AC 6330.49 AC 6340.41 AC 6360.33 AC 6370.24 AC6380.32 AC 6390.19 AC 6400.23 AC 6410.40 AC 6420.12 AC6450.35 AC 6510.30 AC 6520.36 AC EX 6420.10 AC EX 6 4 4 0. 6 6 A C 64 6 0. 0 6 A C 6480.58 AC 6490.58 AC 6500.10 AC 653 0.09 AC 654 0.10 AC 655A0.21 AC 655B0.23 AC 0.01 A C 6580.02 AC 650A0.20 AC FI G U R E 4 . 2 ST O R M I N L E T BA S I N M A P Da t e : M a y 1 6 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N M/X - COTTAGE W/ GARAGE 3BR ALT J/ U - D U P L E X ST A C K E D A L T CL U B H O U S E LE A S I N G B U I L D I N G CL U B H O U S E FI T N E S S B U I L D I N G PO O L HO U S E MAINTENANCE E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E J/U - DUPLEX STACKED ALT I/T - DUPLEX STACKED F/Q - COTTAGE H/S - DUPLEX ALT F/Q - COTTAGE G/ R - D U P L E X H/ S - D U P L E X A L T I/T - DUPLEX STACKED G/R - DUPLEX H/S - DUPLEX ALT G/R - DUPLEX H/S - DUPLEX ALT I/ T - D U P L E X ST A C K E D I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D L/W - COTTAGE W/ GARAGE 3BR I/ T - D U P L E X ST A C K E D I/ T - D U P L E X ST A C K E D F/ Q - C O T T A G E J/ U - D U P L E X ST A C K E D A L T F/Q - COTTAGE F/Q - COTTAGE I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T K/V - COTTAGE W/ GARAGE 2BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR G/ R - D U P L E X I/T - DUPLEX STACKED G/R - DUPLEX I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D I/T - DUPLEX STACKED H/S - DUPLEX ALT G/R - DUPLEX H/S - DUPLEX ALT H/ S - D U P L E X A L T I/ T - D U P L E X ST A C K E D F/Q - COTTAGE G/ R - D U P L E X J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T J/ U - D U P L E X ST A C K E D A L T H/S - DUPL E X A L T P/AA - ROWHOUSE TWIN ALT F/Q - COTT A G E L/W - COTT A G E W / GARAGE 3B R M/X - COTTAGE W/GARAGE 3BR ALT M/X - COTTA G E W / GARAGE 3B R A L T K/V - COTTAGEW/ GARAGE 2BR K/V - COTT A G E W/ GARAGE 2 B R L/W - COTTAGE W/ GARAGE 3BR L/W - COTTAGE W/ GARAGE 3BR M/X - COTT A G E W / GARAGE 3B R A L T M/X - COTTAGE W/GARAGE 3BR ALT L/W - COTT A G E W / GARAGE 3B R G/R - DUPLEX J/U - DUPLEX STACKED ALT ON L Y 615 0.09 AC 616 0.08 AC 617 0.02 AC 618A 0.21 AC 619A0.04 AC6200.47 AC 6370.24 AC6380.32 AC 6390.19 AC 6400.23 AC EX 6410.68 AC EX 6420.10 AC 64 6 0. 0 6 A C 648 655A0.21 AC 6560.23 AC 6571.30 AC 655B0.23 AC 6600.30 AC 6610.25 AC 6640.52 AC 6650.37 AC 666 0.04 AC 6670.54 AC 6680.80 AC66 9 0. 4 2 A C 6700.23 AC 672A0.37 AC 673A0.09 AC EX 6720.38 AC 6730.10 AC 6720.21 AC 6190.07 AC 618 0.13 AC 655 0.01 A C 6580.02 AC 7310.08 AC 7300.04 AC 67 1 0.0 7 A C FI G U R E 4 . 3 ST O R M I N L E T BA S I N M A P Da t e : M a y 1 6 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N M/X - COTTAGE W/ GARAGE 3BR ALT MAINTENANCE E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E I/T - DUPLEX STACKED F/Q - COTTAGE H/S - DUPLEX ALT F/Q - COTTAGE I/T - DUPLEX STACKED G/R - DUPLEX H/S - DUPLEX ALT G/R - DUPLEX H/S - DUPLEX ALT I/ T - D U P L E X ST A C K E D I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D L/W - COTTAGE W/ GARAGE 3BR I/ T - D U P L E X ST A C K E D F/Q - COTTAGE F/Q - COTTAGE I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T K/V - COTTAGE W/ GARAGE 2BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR G/ R - D U P L E X I/T - DUPLEX STACKED G/R - DUPLEX I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D I/T - DUPLEX STACKED H/S - DUPLEX ALT G/R - DUPLEX H/S - DUPLEX ALT H/ S - D U P L E X A L T I/ T - D U P L E X ST A C K E D F/Q - COTTAGE G/ R - D U P L E X J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T J/ U - D U P L E X ST A C K E D A L T H/S - DUPL E X A L T P/AA - ROWHOUSE TWIN ALT J/ U - D U P L E X ST A C K E D A L T O/ Z - R O W H O U S E T W I N J/ U - D U P L E X ST A C K E D A L T I/ T - D U P L E X ST A C K E D G/R - DUPLEX H/S - DUPLEX ALT F/Q - COTT A G E I / T - D U P L E X S T A C K E D J / U - D U P L E X S T A C K E D A L T L/W - COTT A G E W / GARAGE 3B R M/X - COTTAGE W/GARAGE 3BR ALT I / T - D U P L E X S T A C K E D M/X - COTT A G E W / GARAGE 3B R A L T K/V - COTTAGEW/ GARAGE 2BR K/V - COTT A G E W/ GARAG E 2 B R L/W - COTTAGE W/ GARAGE 3BR L/W - COTTAGE W/ GARAGE 3BR M/X - COTT A G E W / GARAGE 3B R A L T M/X - COTTAGE W/GARAGE 3BR ALT L/W - COTT A G E W / GARAGE 3B R G/R - DUPLEX J/U - DUPLEX STACKED ALT 615 0.09 AC 616 0.08 AC 6170.02 AC 618A 0.21 AC 619A0.04 AC6200.47 AC 6370.24 AC 6400.23 AC EX 6400.19 AC EX 6410.68 AC EX 6420.10 AC 646 0. 0 6 A C 655A0.21 AC 6560.23 AC 6571.30 AC 655B0.23 AC EX 6550.33 AC 6590.08 AC 6600.30 AC 6610.25 AC 6640.52 AC 6650.37 AC 666 0.04 AC 6670.54 AC 0.80 AC 6700.23 AC 672A0.37 AC 673A0.09 AC EX 6720.38 AC EX 6740.07 AC 6730.10 AC 6720.21 AC 6190.07 AC 618 0.13 AC 655 0.01 A C 6580.02 AC 7310.08 AC 7300.04 AC 67 1 0.0 7 A C FI G U R E 4 . 4 ST O R M I N L E T BA S I N M A P Da t e : M a y 1 6 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N FU T U R E DE V E L O P M E N T BUILDING 1 1 BUILDING 12/13 E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E E - C A R R I A G E H O U S E F/ Q - C O T T A G E J/ U - D U P L E X ST A C K E D A L T F/Q - COTTAGE F/Q - COTTAGE I/ T - D U P L E X ST A C K E D J/ U - D U P L E X ST A C K E D A L T K/V - COTTAGE W/ GARAGE 2BR K/V - COTTAGE W/ GARAGE 2BR L/W - COTTAGE W/ GARAGE 3BR J/ U - D U P L E X ST A C K E D A L T H/ S - D U P L E X A L T G/ R - D U P L E X I/T - DUPLEX STACKED F/Q - COTT A G E I / T - D U P L E X ST A C K E D J/ U - D U P L E X S T A C K E D A L T L/W - COTT A G E W / GARAGE 3B R M/X - COTTAGE W/GARAGE 3BR ALT I / T - D U P L E X S T A C K E D N/Y - ROWHOUSE M/X - COTTA G E W / GARAGE 3 B R A L T K/V - COTTAGEW/ GARAGE 2BR K/V - COTT A G E W/ GARAGE 2 B R GARAGE 3BR L/W - COTTAGE W/ GARAGE 3BR M/X - COTT A G E W / GARAGE 3B R A L T M/X - COTTAGE W/GARAGE 3BR ALT L/W - COTT A G E W / GARAGE 3 B R 661 6640.52 AC 6650.37 AC 666 0.04 AC 6670.54 AC 6680.80 AC66 9 0. 4 2 A C 673A0.09 AC 6740.35 AC 6750.28 AC 6762.61 AC EX 6720.38 AC EX 6740.07 AC 67 8 0. 0 4 A C 67 7 0. 0 6 A C 6790.49 AC6800.32 AC 6810.40 AC 6820.80 AC 6840.65 AC 6850.21 AC 68 3 0. 1 1 A C 67 5 A 0. 1 4 A C 67 4 A 0. 2 2 A C 6730.10 AC 67 1 0.0 7 A C FI G U R E 4 . 5 ST O R M I N L E T BA S I N M A P Da t e : M a y 1 6 , 2 0 2 4 WE I H E we i h e . n e t In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 10 5 0 5 N . C o l l e g e A v e n u e 31 7 | 8 4 6 - 6 6 1 1 E N G I N E E R S CO T T A G E S A T C A R M E L CA R M E L , I N Project: Date: Job No.: Checked By: Prepared By: Str. # Total Roof Impervious Pervious Composite Drainage Area Area Area "c" Value Area, At Aroof Aimp Aper (acre) (ac) (acre) (acre) Cw 604 0.44 0.03 0.00 0.42 0.24 605 0.56 0.05 0.00 0.51 0.26 606 0.40 0.02 0.25 0.12 0.66 607 0.44 0.11 0.19 0.14 0.65 608 0.42 0.12 0.17 0.12 0.67 609 0.42 0.13 0.17 0.12 0.67 610 0.85 0.26 0.35 0.25 0.67 611 0.78 0.26 0.32 0.20 0.70 612 0.28 0.10 0.01 0.17 0.48 613 0.40 0.12 0.18 0.10 0.70 614 0.50 0.15 0.18 0.18 0.63 615 0.09 0.03 0.00 0.05 0.48 616 0.08 0.02 0.04 0.02 0.67 617 0.02 0.00 0.02 0.00 0.79 618 0.13 0.01 0.08 0.04 0.68 618A 0.21 0.05 0.09 0.06 0.67 619 0.07 0.02 0.04 0.02 0.70 619A 0.04 0.00 0.03 0.01 0.66 620 0.47 0.10 0.22 0.15 0.65 622 0.14 0.00 0.10 0.04 0.67 624 0.43 0.11 0.21 0.11 0.69 626 0.15 0.06 0.06 0.04 0.71 627 0.10 0.03 0.05 0.02 0.72 628 0.17 0.04 0.07 0.05 0.66 629 0.86 0.02 0.00 0.84 0.22 630 0.27 0.07 0.14 0.05 0.73 631 0.30 0.07 0.16 0.07 0.71 632 0.45 0.13 0.23 0.09 0.73 633 0.49 0.13 0.26 0.09 0.74 634 0.41 0.10 0.01 0.30 0.38 635 0.51 0.10 0.01 0.39 0.36 636 0.33 0.07 0.00 0.26 0.35 637 0.24 0.04 0.13 0.07 0.68 638 0.32 0.08 0.18 0.06 0.74 639 0.19 0.02 0.08 0.09 0.55 640 0.23 0.06 0.08 0.09 0.62 641 0.40 0.10 0.22 0.09 0.72 642 0.12 0.01 0.00 0.10 0.29 EX 619 0.26 0.09 0.00 0.17 0.44 644 0.43 0.09 0.23 0.12 0.69 645 0.35 0.12 0.14 0.09 0.69 651 0.30 0.10 0.12 0.09 0.68 652 0.36 0.11 0.16 0.09 0.70 Value Calculations Composite "c" RME TPG Cottages at Carmel 5/16/2024 W22-0131 Project: Date: Job No.: Checked By: Prepared By: Str. # Total Roof Impervious Pervious Composite Drainage Area Area Area "c" Value Area, At Aroof Aimp Aper (acre) (ac) (acre) (acre) Cw Value Calculations Composite "c" RME TPG Cottages at Carmel 5/16/2024 W22-0131 EX 640 0.19 0.07 0.01 0.10 0.51 EX 641 0.68 0.18 0.28 0.23 0.65 EX 642 0.10 0.01 0.06 0.03 0.65 EX 644 0.66 0.21 0.00 0.45 0.42 646 0.06 0.01 0.03 0.01 0.70 648 0.58 0.15 0.25 0.19 0.66 649 0.58 0.18 0.21 0.20 0.65 650 0.10 0.01 0.07 0.03 0.69 650A 0.20 0.03 0.12 0.05 0.69 653 0.09 0.03 0.06 0.01 0.79 654 0.10 0.03 0.05 0.02 0.77 655 0.01 0.00 0.01 0.00 0.72 655A 0.21 0.05 0.08 0.08 0.61 655B 0.23 0.06 0.08 0.08 0.63 656 0.23 0.08 0.02 0.13 0.50 657 1.30 0.50 0.15 0.66 0.54 658 0.02 0.00 0.01 0.01 0.60 EX 655 0.33 0.13 0.03 0.18 0.51 659 0.08 0.03 0.01 0.04 0.53 660 0.30 0.08 0.05 0.17 0.50 731 0.08 0.03 0.01 0.04 0.56 730 0.04 0.00 0.02 0.01 0.71 661 0.25 0.04 0.19 0.03 0.79 664 0.52 0.15 0.25 0.12 0.71 665 0.37 0.10 0.13 0.13 0.63 666 0.04 0.00 0.03 0.01 0.75 667 0.54 0.15 0.24 0.15 0.68 668 0.80 0.21 0.33 0.26 0.66 669 0.42 0.06 0.09 0.26 0.44 670 0.23 0.03 0.15 0.05 0.72 672 0.21 0.03 0.12 0.06 0.68 672A 0.37 0.12 0.12 0.13 0.64 673 0.10 0.01 0.06 0.03 0.68 673A 0.09 0.01 0.04 0.04 0.59 674 0.35 0.07 0.18 0.11 0.66 674A 0.22 0.02 0.16 0.04 0.73 675 0.28 0.03 0.18 0.07 0.69 675A 0.14 0.00 0.11 0.03 0.73 676 2.61 0.11 2.05 0.46 0.74 671 0.07 0.03 0.00 0.04 0.50 EX 672 0.38 0.10 0.18 0.10 0.69 Project: Date: Job No.: Checked By: Prepared By: Str. # Total Roof Impervious Pervious Composite Drainage Area Area Area "c" Value Area, At Aroof Aimp Aper (acre) (ac) (acre) (acre) Cw Value Calculations Composite "c" RME TPG Cottages at Carmel 5/16/2024 W22-0131 EX 674 0.07 0.03 0.00 0.04 0.46 677 0.06 0.02 0.01 0.03 0.58 678 0.04 0.02 0.00 0.02 0.60 679 0.49 0.06 0.36 0.07 0.76 680 0.32 0.05 0.23 0.04 0.77 681 0.40 0.08 0.18 0.14 0.63 682 0.80 0.20 0.45 0.15 0.74 683 0.11 0.00 0.09 0.01 0.79 684 0.65 0.13 0.43 0.10 0.76 685 0.21 0.02 0.00 0.18 0.28 Shallow Conc Flow Travel Time: Channel Flow Travel Time: Short Grass 0.15 Grass 0.03 Dense Grass 0.24 Concrete 0.015 Shallow Conc Flow (Unpaved): Pavement 0.011 Rip-Rap 0.035 Shallow Conc Flow (Paved): 2 Yr, 24 Hr Rainfall= 2.66 Overland Flow Travel Time: Tc minimum= 5 Paved Gutter & Channel Flow Tc Basin Len S n T_t Len S n T_t Len S Pave/Un Vel T_t Len A Pw r S n Vel T_t (ft)%(min)(ft)%(min)(ft)%P or U (ft/s)(min)(ft)(sf)(ft)(ft)%(ft/s)(min)(min) PR-619 46 1.00 0.24 11 0 160 1.00 P 2.03 1 170 4.00 1 13.1 PR-644 62 1.00 0.24 14 0 52 2.00 P 2.87 0 416 5.00 1 15.8 PR-656 47 1.00 0.24 11 0 50 2.08 P 2.93 0 957 5.00 3 14.8 PR-674 30 1.00 0.24 8 0 0 1.00 P 2.03 0 480 4.00 2 9.9 PR-BYP 95 1.50 0.24 17 0 0 1.00 P 2.03 0 2000 5.00 7 23.5 604 25 4.00 0.24 4 75 24.00 0.24 5 139 0.90 U 1.53 2 0 10.0 605 33 3.00 0.24 5 67 18.00 0.24 5 188 1.40 U 1.91 2 0 11.8 606 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 607 57 1.10 0.24 13 0 0 1.00 P 2.03 0 0 12.7 608 40 1.00 0.24 10 0 0 1.00 P 2.03 0 0 9.9 609 41 1.00 0.24 10 0 0 1.00 P 2.03 0 0 10.1 610 67 1.00 0.24 15 0 0 1.00 P 2.03 0 0 15.0 611 67 1.40 0.24 13 0 0 1.00 P 2.03 0 0 13.1 612 63 1.00 0.24 14 0 0 1.00 P 2.03 0 0 14.3 613 33 1.00 0.24 9 0 0 1.00 P 2.03 0 0 8.5 614 32 1.00 0.24 8 0 0 1.00 P 2.03 0 0 8.3 615 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 616 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 617 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 618 31 1.00 0.24 8 0 0 1.00 P 2.03 0 0 8.1 618A 38 1.00 0.24 10 0 0 1.00 P 2.03 0 0 9.5 619 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 619A 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 620 42 1.00 0.24 10 0 0 1.00 P 2.03 0 0 10.3 622 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 624 19 1.00 0.24 5 0 0 1.00 P 2.03 0 0 5.5 626 19 1.10 0.24 5 0 0 1.00 P 2.03 0 0 5.3 627 33 1.00 0.24 9 0 0 1.00 P 2.03 0 0 8.5 628 48 1.00 0.24 11 0 0 1.00 P 2.03 0 0 11.5 629 24 4.50 0.24 4 76 11.20 0.24 6 120 1.00 U 1.61 1 0 11.2 Channel Flow Overland Flow Channel Flow Mannings Values (n) Overland Flow Overland Flow Shallow Conc. Flow Cottages at Carmel 5/16/2024 W22-0131 RME TPG Time of Concentration Calculations Prepared By: Checked By: Job No.: Date: Project: Shallow Conc Flow Travel Time: Channel Flow Travel Time: Short Grass 0.15 Grass 0.03 Dense Grass 0.24 Concrete 0.015 Shallow Conc Flow (Unpaved): Pavement 0.011 Rip-Rap 0.035 Shallow Conc Flow (Paved): 2 Yr, 24 Hr Rainfall= 2.66 Overland Flow Travel Time: Tc minimum= 5 Paved Gutter & Channel Flow Tc Basin Len S n T_t Len S n T_t Len S Pave/Un Vel T_t Len A Pw r S n Vel T_t (ft)%(min)(ft)%(min)(ft)%P or U (ft/s)(min)(ft)(sf)(ft)(ft)%(ft/s)(min)(min) Channel Flow Overland Flow Channel Flow Mannings Values (n) Overland Flow Overland Flow Shallow Conc. Flow Cottages at Carmel 5/16/2024 W22-0131 RME TPG Time of Concentration Calculations Prepared By: Checked By: Job No.: Date: Project: 630 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 631 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 632 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 633 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 634 38 1.00 0.24 10 0 190 1.00 U 1.61 2 0 11.5 635 39 1.00 0.24 10 0 191 1.00 U 1.61 2 0 11.7 636 39 1.00 0.24 10 0 96 1.00 U 1.61 1 0 10.7 637 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 638 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 639 38 1.00 0.24 10 0 55 1.00 U 1.61 1 0 10.1 640 52 1.80 0.24 10 0 0 1.00 P 2.03 0 0 9.7 641 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 642 52 1.00 0.24 12 0 45 1.00 U 1.61 0 0 12.7 EX 619 52 1.00 0.24 12 0 90 1.00 U 1.61 1 0 13.2 644 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 645 67 1.00 0.24 15 0 0 1.00 P 2.03 0 0 15.0 651 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 652 67 1.00 0.24 15 0 0 1.00 P 2.03 0 0 15.0 EX 640 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 EX 641 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 EX 642 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 EX 644 52 1.00 0.24 12 0 403 1.00 U 1.61 4 0 16.4 646 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 648 36 1.00 0.24 9 0 0 1.00 P 2.03 0 0 9.1 649 56 1.60 0.24 11 0 0 1.00 P 2.03 0 0 10.8 650 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 650A 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 653 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 654 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 Shallow Conc Flow Travel Time: Channel Flow Travel Time: Short Grass 0.15 Grass 0.03 Dense Grass 0.24 Concrete 0.015 Shallow Conc Flow (Unpaved): Pavement 0.011 Rip-Rap 0.035 Shallow Conc Flow (Paved): 2 Yr, 24 Hr Rainfall= 2.66 Overland Flow Travel Time: Tc minimum= 5 Paved Gutter & Channel Flow Tc Basin Len S n T_t Len S n T_t Len S Pave/Un Vel T_t Len A Pw r S n Vel T_t (ft)%(min)(ft)%(min)(ft)%P or U (ft/s)(min)(ft)(sf)(ft)(ft)%(ft/s)(min)(min) Channel Flow Overland Flow Channel Flow Mannings Values (n) Overland Flow Overland Flow Shallow Conc. Flow Cottages at Carmel 5/16/2024 W22-0131 RME TPG Time of Concentration Calculations Prepared By: Checked By: Job No.: Date: Project: 655 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 655A 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 655B 0 2.20 0.24 0 0 0 1.00 P 2.03 0 0 5.0 656 48 1.00 0.24 11 0 0 1.00 P 2.03 0 0 11.5 657 32 1.00 0.24 8 0 0 1.00 P 2.03 0 0 8.3 658 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 EX 655 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 659 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 660 38 1.00 0.24 10 0 0 1.00 P 2.03 0 0 9.5 731 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 730 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 661 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 664 59 1.00 0.24 14 0 0 1.00 P 2.03 0 0 13.5 665 35 1.00 0.24 9 0 0 1.00 P 2.03 0 0 8.9 666 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 667 58 1.40 0.24 12 0 0 1.00 P 2.03 0 0 11.7 668 67 1.30 0.24 13 0 161 1.00 P 2.03 1 0 14.8 669 45 1.00 0.24 11 0 62 1.00 U 1.61 1 0 11.5 670 20 1.00 0.24 6 0 0 1.00 P 2.03 0 0 5.7 672 16 1.00 0.24 5 0 0 1.00 P 2.03 0 0 5.0 672A 24 1.20 0.24 6 0 0 1.00 P 2.03 0 0 6.1 673 32 2.10 0.24 6 0 0 1.00 P 2.03 0 0 6.2 673A 54 1.00 0.24 13 0 0 1.00 P 2.03 0 0 12.6 674 44 1.40 0.24 9 0 0 1.00 P 2.03 0 0 9.4 674A 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 675 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 675A 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 676 52 1.00 0.24 12 0 0 1.00 P 2.03 0 0 12.2 671 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 Shallow Conc Flow Travel Time: Channel Flow Travel Time: Short Grass 0.15 Grass 0.03 Dense Grass 0.24 Concrete 0.015 Shallow Conc Flow (Unpaved): Pavement 0.011 Rip-Rap 0.035 Shallow Conc Flow (Paved): 2 Yr, 24 Hr Rainfall= 2.66 Overland Flow Travel Time: Tc minimum= 5 Paved Gutter & Channel Flow Tc Basin Len S n T_t Len S n T_t Len S Pave/Un Vel T_t Len A Pw r S n Vel T_t (ft)%(min)(ft)%(min)(ft)%P or U (ft/s)(min)(ft)(sf)(ft)(ft)%(ft/s)(min)(min) Channel Flow Overland Flow Channel Flow Mannings Values (n) Overland Flow Overland Flow Shallow Conc. Flow Cottages at Carmel 5/16/2024 W22-0131 RME TPG Time of Concentration Calculations Prepared By: Checked By: Job No.: Date: Project: EX 672 52 1.00 0.24 12 0 0 1.00 P 2.03 0 0 12.2 EX 674 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 677 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 678 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 679 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 680 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 681 30 1.00 0.24 8 0 0 1.00 P 2.03 0 0 7.9 682 36 1.50 0.24 8 0 0 1.00 P 2.03 0 0 7.8 683 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 684 0 1.00 0.24 0 0 0 1.00 P 2.03 0 0 5.0 685 80 1.00 0.24 17 0 0 1.00 P 2.03 0 0 17.3 Project: Date: Job No.: Checked By: Prepared By: Min. Travel Lane Required = 10 ft Street Width = 30 ft Total Flow, % Net Flow, Longitudinal Cross Slope, Manning's Depth at Gutter Spread, Min. Clear Travel Q Flow Flow Qnet Slope, S Sx Coefficient, Casting, D GS Lane Width Str. # (cfs) Direction (%) (cfs) (%) (%) N (ft) (ft)(ft) Left 90 1.43 0.75 2.08 0.013 0.16 7.89 Right 10 0.16 0.60 2.08 0.013 0.08 3.61 Left 20 0.28 0.60 2.08 0.013 0.09 4.46 Right 80 1.12 0.75 2.08 0.013 0.15 7.20 Left 100 0.34 0.71 2.08 0.013 0.10 4.67 Right 0 0.00 0.71 2.08 0.013 0.00 0.00 Left 0 0.00 0.71 2.08 0.013 0.00 0.00 Right 100 0.09 0.71 2.08 0.013 0.06 2.80 Left 100 0.58 0.60 2.08 0.013 0.12 5.88 Right 0 0.00 0.60 2.08 0.013 0.00 0.00 Left 0 0.00 0.60 2.08 0.013 0.00 0.00 Right 100 0.57 0.60 2.08 0.013 0.12 5.81 Left 85 0.84 0.60 2.08 0.013 0.14 6.75 Right 15 0.15 0.75 2.08 0.013 0.07 3.38 Left 5 0.04 0.75 2.08 0.013 0.04 2.02 Right 95 0.72 0.60 2.08 0.013 0.13 6.36 Left 80 1.16 0.60 2.08 0.013 0.16 7.60 Right 20 0.29 0.60 2.08 0.013 0.09 4.52 Left 30 0.16 0.60 2.08 0.013 0.08 3.62 Right 70 0.37 0.60 2.08 0.013 0.10 4.98 Left 5 0.04 0.60 2.08 0.013 0.04 2.14 Right 95 0.75 2.34 2.08 0.013 0.10 4.99 Left 95 0.83 2.34 2.08 0.013 0.11 5.20 Right 5 0.04 0.60 2.08 0.013 0.05 2.22 655A 0.79 17.8 655B 0.87 638 1.45 15.4 639 0.54 637 0.99 14.9 640 0.76 622 0.58 16.3 628 0.57 RME TPG 616 0.34 20.5 617 0.09 606 1.59 12.9 607 1.40 Gutter Spread Calculations Cottages at Carmel 5/16/2024 W22-0131 Project: Date: Job No.: Checked By: Prepared By: A B C D (1) R-3501-TR/TL (2) R-3501-TR/TL R-3501-TB Weir Flow (d<0.3') 1.4 2.8 3.1 Orifice Flow (d>0.4') 4.6 9.2 5.7 0.7 1.4 1.55 Gutter Spread 3.45 6.9 4.28 0.1 0.1 0.1 Min. Travel Lane Required = 10 ft 2.00 2.00 2.00 Street Width = 30 ft Flow, Depth Depth Street Cross Gutter Spread, Gutter Spread, Clear Travel Q Casting Weir, d Orifice, d Slope, Sx GS (weir) GS (orifice) Lane Width Inlet Type Str. # (cfs) Desig. (ft) (ft) (%) (ft) (ft) (ft)(single/double) 606 1.59 A 0.27 0.22 2.08 10.14 7.57 (1) R-3501-TR/TL 607 1.40 A 0.25 0.17 2.08 9.09 5.25 (1) R-3501-TR/TL 616 0.34 A 0.10 0.01 2.08 1.86 0.00 (1) R-3501-TR/TL 617 0.09 A 0.04 0.00 2.08 0.00 0.00 (1) R-3501-TR/TL 637 0.99 A 0.20 0.08 2.08 6.65 1.25 (1) R-3501-TR/TL 640 0.76 A 0.16 0.05 2.08 5.09 0.00 (1) R-3501-TR/TL 638 1.45 A 0.25 0.18 2.08 9.36 5.81 (1) R-3501-TR/TL 639 0.54 A 0.13 0.02 2.08 3.46 0.00 (1) R-3501-TR/TL 655A 0.79 A 0.17 0.05 2.08 5.28 0.00 (1) R-3501-TR/TL 655B 0.87 A 0.18 0.07 2.08 5.88 0.33 (1) R-3501-TR/TL 18.3 17.2 18.8 A, 50% Clogged (ft2) = Neenah Casting 10.8 28.1 P, 50% Clogged (ft) = Casting Sump, Cs (ft) = Curb Width, Cw (ft) = Roll Curb Inlet Capacity Calculations Casting Designation Open Area, A (ft2) = Weir Perimeter, P (ft) = Cottages at Carmel W22-0131 RME TPG 5/16/2024 Project:Cottages at Carmel Date:5/16/2024 Job No.:W22-0131 Checked By:RME Prepared By:TPG Single Inlet 2.1 Weir Condition (d<0.3') 5.5 Orifice Condition (d>0.4') 1.05 4.125 Depth Depth Depth Q Weir Orifice Controlling Maximum Depth Str. # (cfs) (ft) (ft) (ft) 0.5 ft 608 1.46 0.24 0.08 0.24 OK 609 1.48 0.24 0.08 0.24 OK 610 2.61 0.35 0.26 0.35 OK 611 2.60 0.35 0.26 0.35 OK 613 1.54 0.25 0.09 0.25 OK 614 1.75 0.27 0.12 0.27 OK 620 1.60 0.26 0.10 0.26 OK 624 1.81 0.28 0.12 0.28 OK 630 1.17 0.21 0.05 0.21 OK 631 1.29 0.22 0.06 0.22 OK 632 2.00 0.30 0.15 0.30 OK 633 2.15 0.31 0.18 0.31 OK 641 1.76 0.27 0.12 0.27 OK 644 1.79 0.28 0.12 0.28 OK 651 1.23 0.21 0.06 0.21 OK 648 2.07 0.30 0.16 0.30 OK 649 1.94 0.29 0.14 0.29 OK 650A 0.84 0.17 0.03 0.17 OK 653 0.46 0.11 0.01 0.11 OK 654 0.46 0.11 0.01 0.11 OK 661 1.20 0.21 0.06 0.21 OK 664 1.76 0.27 0.12 0.27 OK 665 1.26 0.22 0.06 0.22 OK 667 1.83 0.28 0.13 0.28 OK 668 2.41 0.34 0.22 0.34 OK 672 0.87 0.17 0.03 0.17 OK 672A 1.40 0.23 0.07 0.23 OK 674 1.24 0.22 0.06 0.22 OK 675 1.18 0.21 0.05 0.21 OK P, 50% Clogged (ft) = Neenah R-3287-10V Chairback Curb Inlet Capacity Calculations Open Area, A (ft2) = Weir Perimeter, P (ft) = A, 50% Clogged (ft2) = Project:Cottages at Carmel Date:5/16/2024 Job No.:W22-0131 Checked By:RME Prepared By:TPG Chairback Curb Inlet Capacity Calculations Single Inlet 0.7 Weir Condition (d<0.3') 4.4 Orifice Condition (d>0.4') 0.35 3.3 Depth Depth Depth Q Weir Orifice Controlling Maximum Depth Str. # (cfs) (ft) (ft) (ft) 0.5 ft 618 0.50 0.14 0.08 0.14 OK 618A 0.75 0.18 0.19 0.18 OK 619 0.31 0.10 0.03 0.10 OK 619A 0.18 0.07 0.01 0.07 OK 626 0.65 0.16 0.15 0.16 OK 627 0.41 0.12 0.06 0.12 OK 628 0.57 0.15 0.11 0.15 OK 645 1.11 0.23 0.42 0.23 OK 652 1.16 0.24 0.46 0.24 OK 650 0.44 0.12 0.07 0.12 OK 658 0.06 0.03 0.00 0.03 OK 666 0.19 0.07 0.01 0.07 OK 670 0.99 0.22 0.34 0.22 OK 673 0.40 0.12 0.05 0.12 OK 673A 0.27 0.09 0.02 0.09 OK 674A 0.96 0.21 0.32 0.21 OK 675A 0.62 0.16 0.13 0.16 OK Neenah R-3287-8V Open Area, A (ft2) = Weir Perimeter, P (ft) = A, 50% Clogged (ft2) = P, 50% Clogged (ft) = Project:Cottages at Carmel Date:5/16/2024 Job No.:W22-0131 Checked By:RME Prepared By:TPG Single Inlet 1.5 Weir Condition (d<0.3') 7.9 Orifice Condition (d>0.4') 0.75 3.95 Depth Depth Depth Q Weir Orifice Controlling Maximum Depth Str. # (cfs) (ft) (ft) (ft) 0.5 ft 679 2.30 0.34 0.39 0.34 OK 680 1.50 0.25 0.17 0.25 OK 681 1.40 0.24 0.15 0.24 OK 683 0.51 0.12 0.02 0.12 OK 730 0.16 0.06 0.00 0.06 OK Single Inlet 3.5 10 1.75 5 Depth Depth Depth Q Weir Orifice Controlling Maximum Depth Str. # (cfs) (ft) (ft) (ft) 0.5 ft 682 3.33 0.37 0.15 0.37 OK 684 3.03 0.34 0.13 0.34 OK P, 50% Clogged (ft) = Paved Area Inlet Capacity Calculations Neenah R-3405 Open Area, A (ft2) = Weir Perimeter, P (ft) = A, 50% Clogged (ft2) = P, 50% Clogged (ft) = Neenah R-3405-D3 Open Area, A (ft2) = Weir Perimeter, P (ft) = A, 50% Clogged (ft2) = Project:Cottages at Carmel Date:5/16/2024 Job No.:W22-0131 Checked By:RME Prepared By:TPG Single Inlet 2 Weir Condition (d<0.3') 6 Orifice Condition (d>0.4') 1 3 Depth Depth Depth Q Weir Orifice Controlling Maximum Depth Str. # (cfs) (ft) (ft) (ft) 0.5 ft 604 0.55 0.16 0.01 0.16 OK 605 0.74 0.19 0.02 0.19 OK 612 0.62 0.17 0.02 0.17 OK 615 0.27 0.10 0.00 0.10 OK 629 0.96 0.22 0.04 0.22 OK 634 0.78 0.20 0.03 0.20 OK 635 0.90 0.22 0.03 0.22 OK 636 0.59 0.16 0.01 0.16 OK 642 0.16 0.07 0.00 0.07 OK 656 0.58 0.16 0.01 0.16 OK 659 0.26 0.09 0.00 0.09 OK 660 0.79 0.20 0.03 0.20 OK 669 0.92 0.22 0.04 0.22 OK 677 0.21 0.08 0.00 0.08 OK 678 0.16 0.07 0.00 0.07 OK 685 0.25 0.09 0.00 0.09 OK 731 0.26 0.09 0.00 0.09 OK 671 0.20 0.08 0.00 0.08 OK Single Inlet 3.3 11.3 1.65 5.65 Depth Depth Depth Q Weir Orifice Controlling Maximum Depth Str. # (cfs) (ft) (ft) (ft) 0.5 ft 657 3.89 0.37 0.23 0.37 OK Neenah R-4215-C Open Area, A (ft2) = Weir Perimeter, P (ft) = A, 50% Clogged (ft2) = P, 50% Clogged (ft) = P, 50% Clogged (ft) = Beehive Inlet Capacity Calculations Neenah R-4342 Open Area, A (ft2) = Weir Perimeter, P (ft) = A, 50% Clogged (ft2) = Swale Inlet Flow (cfs) Flow Direction % Flow Design Flow, (cfs) Depth, d (ft) Bottom Width, b (ft) n Slope, S (ft/ft) Side Slope, y (H:V) Area, A (ft2) Wetted Perimeter, Pw (ft) Hydraulic Radius, R (ft) Velocity, V (ft/s) Channel Capacity, Q (cfs) Capacity Check N 90 0.50 0.34 0.0 0.030 0.0050 4 0.47 2.83 0.17 1.06 0.50 OK S 10 0.06 0.13 0.0 0.030 0.0130 4 0.07 1.07 0.06 0.90 0.06 OK N 85 0.63 0.28 0.0 0.030 0.0250 4 0.31 2.28 0.13 2.06 0.63 OK S 15 0.11 0.17 0.0 0.030 0.0110 4 0.12 1.40 0.08 0.99 0.11 OK N 70 0.43 0.23 0.0 0.030 0.0320 4 0.21 1.89 0.11 2.06 0.43 OK S 20 0.12 0.14 0.0 0.030 0.0380 4 0.08 1.15 0.07 1.60 0.12 OK E 5 0.03 0.11 0.0 0.030 0.0100 4 0.05 0.91 0.05 0.70 0.03 OK W 5 0.03 0.10 0.0 0.030 0.0150 4 0.04 0.82 0.05 0.81 0.03 OK N 85 0.81 0.36 0.0 0.030 0.0100 4 0.52 2.98 0.18 1.56 0.81 OK S 15 0.14 0.19 0.0 0.030 0.0100 4 0.14 1.56 0.09 1.01 0.14 OK E 67 0.52 0.31 0.0 0.030 0.0100 4 0.38 2.53 0.15 1.39 0.52 OK W 33 0.26 0.21 0.0 0.030 0.0170 4 0.18 1.76 0.10 1.43 0.26 OK E 67 0.60 0.32 0.0 0.030 0.0100 4 0.42 2.67 0.16 1.44 0.60 OK W 33 0.30 0.19 0.0 0.030 0.0430 4 0.14 1.57 0.09 2.10 0.30 OK E 50 0.29 0.25 0.0 0.030 0.0100 4 0.24 2.04 0.12 1.21 0.29 OK W 50 0.29 0.25 0.0 0.030 0.0100 4 0.24 2.04 0.12 1.21 0.29 OK E 80 0.13 0.18 0.0 0.030 0.0100 4 0.13 1.51 0.09 0.99 0.13 OK W 20 0.03 0.11 0.0 0.030 0.0100 4 0.05 0.91 0.05 0.70 0.03 OK E 30 0.17 0.17 0.0 0.030 0.0290 4 0.11 1.36 0.08 1.57 0.17 OK W 70 0.39 0.27 0.0 0.030 0.0100 4 0.30 2.26 0.13 1.29 0.39 OK E 10 0.12 0.13 0.0 0.030 0.0500 4 0.07 1.09 0.06 1.78 0.12 OK W 90 1.10 0.41 0.0 0.030 0.0100 4 0.66 3.34 0.20 1.68 1.10 OK N 70 0.40 0.28 0.0 0.030 0.0100 4 0.31 2.29 0.13 1.31 0.40 OK S 20 0.12 0.18 0.0 0.030 0.0100 4 0.12 1.44 0.08 0.96 0.12 OK E 5 0.03 0.12 0.0 0.030 0.0060 4 0.06 0.99 0.06 0.58 0.03 OK W 5 0.03 0.11 0.0 0.030 0.0100 4 0.05 0.91 0.05 0.70 0.03 OK E 60 2.33 0.47 0.0 0.030 0.0200 4 0.89 3.89 0.23 2.63 2.33 OK W 40 1.55 0.46 0.0 0.030 0.0100 4 0.85 3.80 0.22 1.83 1.55 OK E 10 0.09 0.16 0.0 0.030 0.0100 4 0.10 1.32 0.08 0.90 0.09 OK W 90 0.83 0.37 0.0 0.030 0.0100 4 0.53 3.01 0.18 1.57 0.83 OK 669 0.92 EX 644 1.22 656 0.58 657 3.89 636 0.59 642 0.16 EX 619 0.55 629 0.96 634 0.78 635 0.90 604 0.55 605 0.74 612 0.62 Swale Capacity Project: Cottages at Carmel Calculations Date: 5/16/2024 Job No.: W22-0131 Checked By: RME Prepared By: TPG