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Home My WebLink AboutQueens Way Drainage Report1395 QUEENS WAY DRAINAGE REPORT PREPARED FOR: Hoss Homes Contact Person: Colin Hoss 11825 Broadway Street Indianapolis, IN 46236 Email: colin@hosshomes.com PREPARED BY: Stoeppelwerth & Associates, Inc. Contact Person: Brian M. Brown, P.E., CFM 7965 East 106th Street Fishers, Indiana 46038 Contact Phone Number: (317) 570-4704 Contact Email Address: bbrown@stoeppelwerth.com DATE PREPARED: June 23, 2022 ENGINEERING CERTIFICATION 1395 QUEENS WAY DRAINAGE REPORT AND ANALYSIS Brian M. Brown, PE, CFM Indiana Registration No. 11200386 I, Brian M Brown, certify that this drainage report and supporting calculations are in compliance with the requirements set forth by the Hamilton County Drainage Board and/or Hamilton County Surveyor in the Hamilton County, Indiana Stormwater Management Ordinance. 06/23/2022 Page 2 of 24 DRAINAGE NARRATIVE 1395 QUEENS WAY JOB 103704HOS Hoss Building Group is proposing to build a single-family residence in Hamilton County at 1395 Queens Way. The site is located on the southeast corner of the intersection of Ditch Road and Queens Way. The site is more specifically located in the Northwest Quarter of Section 3, Township 17 North, Range 3 East. EXISTING SITE CONDITIONS The existing site contained a single family residence that has been demolished in preparation for a new residential home. The site drains in two direction in its current condition. The southwest corner drains to an existing pipe that flows under Ditch Road. The remainder of the site drains to the northeast corner and flows into a roadside ditch along Queens Way. Existing soils are mostly Crosby silt loam and Brookston silty clay. The site is located in a Zone X, Area of Minimal Flood Hazard, according to FEMA FIRM panel 18057C0208G with the effective date of 11/16/2014. PROPOSED SITE CONDITIONS In order to determine the pre-developed allowable release rates the lot area plus tight of way area has been delineated. This acreage was then applied to the 0.1 cfs per acre and the 0.3 cfs per acre. Table 2: Proposed Site Conditions – Onsite Release Rates Storm Event 10-Year 100-Year Unit Allowable Release Rate 0.1 cfs/acre 0.3 cfs/acre Onsite Disturbed Acreage 5.0 = acres 5.0 = acres Calculation 0.1 cfs/acre x acres 0.3 cfs/acre x acres Onsite Allowable Release Rates 0.5 cfs 1.5 cfs The detention for the site will be handled via a dry detention basin located in the eastern portion of the site and will ultimately outlet to the roadside ditch along Queens Way. There is approximately 2/3 acres that currently drains to the southwest corner. This area will be regraded and left as grass and will continue to drain to that corner. The remaining portions of the lot will drain to the dry detention area. The dry detention was sized to handle the full lot and right of way using the associated orifice to meet the required release rates, which required a 2.9” orifice to regulate the low flows to meet the 10 year release rate and a 4”x8” rectangular orifice to regulate the higher flows and meet the 100 year release rate. The final outlet control structure only uses the minimum orifice size of 6” to control all flows. In the table below, current release rates are provided with the allowable minimum orifice size on the outlet control structure for the dry basin. This size of orifice meets the 100-year allowable release rate but does not meet the 10 year release rate. 06/23/2022 Page 3 of 24 Table 2: Proposed Site Conditions – Overall Release Rates Storm Event 2-Year 10-Year 100-Year Full Site Release Rates (6-inch orifice) 0.88 cfs 1.10 cfs 1.39 cfs Developed Only Site Release Rates (6-inch orifice) 0.86 cfs 1.08 cfs 1.36 cfs Full Site Release Rates (2.9-inch & 8”x4” orifices) 0.26 cfs 0.49 cfs 1.49 cfs Table 3: Proposed Site Conditions – Pond Elevations Storm Event 2-Year 10-Year 100-Year Full Site (6-inch orifice) 853.43 853.98 854.89 Developed Only Site Rates (6-inch orifice) 853.38 853.92 854.80 Full Site (2.9-inch & 8”x4” orifices) 853.68 854.22 854.98 Top of Bank 855 855 855 The proposed peak discharges are based on TR-55 methodology. A detention analysis was performed using the 2, 10 and 100-year storm events and their corresponding 24-hour rainfall depths. The NRCS Type II rainfall distribution was used to generate the hydrographs. REFERENCES Design and data methods are based on the following references: 1. Hamilton County Stormwater Technical Standards Manual 2. HERPICC Stormwater Drainage Manual 3. USDA – Urban Hydrology for Small Watersheds 4. USDA – Soil Conservation Service 06/23/2022 Page 4 of 24 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 FLOODHAZARD AREAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas 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 SCREENArea 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 basemapaccuracy standards The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 6/22/2022 at 8:39 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome 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 approximatepoint selected by the user and does not representan authoritative property location. 1:6,000 86°11'18"W 39°57'12"N 86°10'40"W 39°56'44"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 202006/23/2022 Page 5 of 24 Hydrologic Soil Group—Hamilton County, Indiana (1395 Queens Way) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2022 Page 1 of 4442238044224004422420442244044224604422480442250044225204422540442238044224004422420442244044224604422480442250044225204422540569650569670569690569710569730569750569770569790569810569830569850569870569890569910 569650 569670 569690 569710 569730 569750 569770 569790 569810 569830 569850 569870 569890 569910 39° 57' 0'' N 86° 11' 4'' W39° 57' 0'' N86° 10' 53'' W39° 56' 54'' N 86° 11' 4'' W39° 56' 54'' N 86° 10' 53'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 50 100 200 300Feet 0 15 30 60 90Meters Map Scale: 1:1,250 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale.06/23/2022 Page 6 of 24 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 22, Sep 9, 2021 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 (1395 Queens Way) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2022 Page 2 of 406/23/2022 Page 7 of 24 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI YbvA Brookston silty clay loam-Urban land complex, 0 to 2 percent slopes B/D 1.9 31.8% YclA Crosby silt loam, fine- loamy subsoil-Urban land complex, 0 to 2 percent slopes C/D 4.0 68.2% Totals for Area of Interest 5.9 100.0% 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. Hydrologic Soil Group—Hamilton County, Indiana 1395 Queens Way Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2022 Page 3 of 4 06/23/2022 Page 8 of 24 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Hamilton County, Indiana 1395 Queens Way Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/26/2022 Page 4 of 4 06/23/2022 Page 9 of 24 Job #103704HOS Description n = L =P2 =s =Tt = .007(nL)0.8/(P20.5s0.4)Description s = V = L = Tt = L/V Description V = L = Tt = L/V Tc (total)Tc (total) (ft) (in) (ft/ft)(hrs)Paved / Unpaved (ft/ft) (ft/s) (ft) (hrs)(hrs)(min) 400 Dense Grasses 0.24 100 2.66 0.007 0.3970 Unpaved 0.007 1.35 495 0.1019 Pipe Flow 2.50 0.0000 0.4989 29.9 Time of Concentrations Post-Developed ICPR Basin Sheet Flow Shallow Concentrated Flow Channel / Pipe Flow Total ToC Queens Way 06/23/2022 Page 10 of 24 Job #103704HOS Post-Developed ICPR 82 Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area D Open Space (Good) 80 4.49 359 D Impervious 98 0.51 50 0 0 0 Total = 5.00 410 CN Calculations House Lot CN = Queens Way *Onsite Curve Number adjusted to the next less infiltrating capacity category per ordinance. 06/23/2022 Page 11 of 24 Job #103704HOS Post-Developed ICPR #DIV/0!#DIV/0! Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area A Commercial (85% Imp.) 89 0 A Commercial (85% Imp.) 89 0 Total = 0.00 0 Total = 0.00 0 #DIV/0!#DIV/0! Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area A Commercial (85% Imp.) 89 0 A Commercial (85% Imp.) 89 0 Total = 0.00 0 Total = 0.00 0 #DIV/0!#DIV/0! Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area A Commercial (85% Imp.) 89 0 A Commercial (85% Imp.) 89 0 Total = 0.00 0 Total = 0.00 0 #DIV/0!#DIV/0! Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area Soil Group Cover Description (cover type, treatment, and hydrologic condition)CN Area (Ac.) CN * Area A Commercial (85% Imp.) 89 0 A Commercial (85% Imp.) 89 0 Total = 0.00 0 Total = 0.00 0 Basin X to Basin X CN =Basin X to Basin X CN = Basin X to Basin X CN =Basin X to Basin X CN = C Numbers Post-Developed Site Basin X to Basin X CN =Basin X to Basin X CN = Queens Way CN =Basin X to Basin X CN =Basin X to Basin X *Onsite Curve Number adjusted to the next less infiltrating capacity category per ordinance. 06/23/2022 Page 12 of 24 Queens Way ICPR Report 1 C:\ICPR Models\QueensWay\6/23/2022 14:29 Background Image: Model Layout Simple Basin: QueensWayLot Scenario: Full Lot Calcs Node: Pond Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 29.9000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH484 Peaking Factor: 484.0 Area: 5.0000 ac Curve Number: 82.0 % Impervious: 0.00 % DCIA: 0.00 % Direct: 0.00 Rainfall Name: Comment: Node: Outlet Scenario: Full Lot Calcs Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 851.80 ft Warning Stage: 852.00 ft Boundary Stage: 06/23/2022 Page 13 of 24 Queens Way ICPR Report 2 C:\ICPR Models\QueensWay\6/23/2022 14:29 Year Month Day Hour Stage [ft] 0 0 0 0.0000 851.80 0 0 0 12.0000 851.80 0 0 0 48.0000 851.80 Comment: Node: Pond Scenario: Full Lot Calcs Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 852.00 ft Warning Stage: 855.00 ft Stage [ft]Area [ac]Area [ft2] 852.00 0.0000 0 853.00 0.1686 7344 854.00 0.4952 21571 855.00 0.9165 39923 Comment: Drop Structure Link: OCS Scenario: Full Lot Calcs From Node: Pond To Node: Outlet Link Count: 1 Flow Direction: Both Solution: Combine Increments: 0 Pipe Count: 1 Damping: 0.0000 ft Length: 35.00 ft FHWA Code: 1 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: 852.00 ft Invert: 851.90 ft Manning's N: 0.0130 Manning's N: 13.0000 Geometry: Circular Geometry: Circular Max Depth: 1.00 ft Max Depth: 1.00 ft Bottom Clip Default: 0.00 ft Default: 0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N: 0.0000 Manning's N: 0.0000 Top Clip Default: 0.00 ft Default: 0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N: 0.0000 Manning's N: 0.0000 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: 852.00 ft Control Elevation: 852.00 ft Max Depth: 0.24 ft Bottom Clip Default: 0.00 ft Op Table: Ref Node: Top Clip Default: 0.00 ft Op Table: Ref Node: Discharge Coefficients 06/23/2022 Page 14 of 24 Queens Way ICPR Report 3 C:\ICPR Models\QueensWay\6/23/2022 14:29 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: Sharp Crested Vertical Geometry Type: Rectangular Invert: 854.05 ft Control Elevation: 854.05 ft Max Depth: 0.33 ft Max Width: 0.83 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: 002yr Scenario: Full Lot Calcs Run Date/Time: 6/22/2022 5:13:56 PM Program Version: ICPR4 4.07.08 General Run Mode: Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 48.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 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 Restart File 06/23/2022 Page 15 of 24 Queens Way ICPR Report 4 C:\ICPR Models\QueensWay\6/23/2022 14:29 Save Restart: False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder: ICPR3 Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: ~SCSII-24 Rainfall Amount: 2.66 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area (1D): 113 ft2 Energy Switch (1D): Energy Comment: Simulation: 010yr Scenario: Full Lot Calcs Run Date/Time: 6/22/2022 5:13:58 PM Program Version: ICPR4 4.07.08 General Run Mode: Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 48.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 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 06/23/2022 Page 16 of 24 Queens Way ICPR Report 5 C:\ICPR Models\QueensWay\6/23/2022 14:29 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart: False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder: ICPR3 Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: ~SCSII-24 Rainfall Amount: 3.83 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area (1D): 113 ft2 Energy Switch (1D): Energy Comment: Simulation: 100yr Scenario: Full Lot Calcs Run Date/Time: 6/22/2022 5:14:01 PM Program Version: ICPR4 4.07.08 General Run Mode: Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 48.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:60.0000 Output Time Increments Hydrology 06/23/2022 Page 17 of 24 Queens Way ICPR Report 6 C:\ICPR Models\QueensWay\6/23/2022 14:29 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart: False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder: ICPR3 Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: ICPR3 Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: ~SCSII-24 Rainfall Amount: 6.46 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area (1D): 113 ft2 Energy Switch (1D): Energy Comment: Simple Basin Runoff Summary [Full Lot Calcs] 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 QueensWay Lot 002yr 4.64 12.2333 2.66 1.12 5.0000 82.0 0.00 0.00 QueensWay Lot 010yr 8.69 12.2167 3.83 2.06 5.0000 82.0 0.00 0.00 QueensWay Lot 100yr 18.49 12.2167 6.46 4.42 5.0000 82.0 0.00 0.00 06/23/2022 Page 18 of 24 Queens Way ICPR Report 7 C:\ICPR Models\QueensWay\6/23/2022 14:29 Link Min/Max Conditions with Times [Full Lot Calcs] Link Name Sim Name Max Flow [cfs] Min Flow [cfs] Min/Max Delta Flow [cfs] Max Us Velocity [fps] Max Ds Velocity [fps] Time to Max Flow [hrs] Time to Min Flow [hrs] Time to Min/Max Delta Flow [hrs] Time to Max Us Velocity [hrs] Time to Max Ds Velocity [hrs] OCS - Pipe 002yr 0.26 0.00 0.00 0.00 0.00 15.6344 0.0000 11.4654 0.0000 0.0000 OCS - Weir: 1 002yr 0.26 0.00 0.00 0.00 0.00 15.5011 0.0000 11.4496 0.0000 0.0000 OCS - Weir: 2 002yr 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 OCS - Pipe 010yr 0.49 0.00 0.00 0.00 0.00 14.9287 0.0000 13.3912 0.0000 0.0000 OCS - Weir: 1 010yr 0.29 0.00 0.00 0.00 0.00 14.7954 0.0000 10.1817 0.0000 0.0000 OCS - Weir: 2 010yr 0.19 0.00 0.00 1.33 1.33 14.7954 0.0000 13.3725 14.7954 14.7954 OCS - Pipe 100yr 1.49 0.00 0.00 0.00 0.00 13.9243 0.0000 12.2673 0.0000 0.0000 OCS - Weir: 1 100yr 0.32 0.00 0.00 0.00 0.00 13.8023 0.0000 7.5223 0.0000 0.0000 OCS - Weir: 2 100yr 1.17 0.00 0.00 4.20 4.20 13.8023 0.0000 22.9315 13.8023 13.8023 Node Max Conditions w/ Times [Full Lot Calcs] 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] Time to Max Stage [hr] Time to Min/Max Delta Stage [hr] Time to Max Total Inflow [hr] Time to Max Total Outflow [hr] Outlet 002yr 852.00 851.80 0.0000 0.26 0.00 0 0.0000 0.0000 15.6344 0.0000 Outlet 010yr 852.00 851.80 0.0000 0.49 0.00 0 0.0000 0.0000 14.9287 0.0000 Outlet 100yr 852.00 851.80 0.0000 1.49 0.00 0 0.0000 0.0000 13.9243 0.0000 Pond 002yr 855.00 853.68 -0.0010 4.64 0.26 17007 15.5344 29.7055 12.2333 15.5011 Pond 010yr 855.00 854.22 -0.0010 8.69 0.49 25664 14.8287 40.6881 12.2169 14.7954 Pond 100yr 855.00 854.98 0.0010 18.49 1.49 39501 13.8481 11.5148 12.2166 13.8023 06/23/2022 Page 19 of 24 Queens Way ICPR Report 8 C:\ICPR Models\QueensWay\6/23/2022 14:29 Background Image: Model Layout Drop Structure Link: OCS Scenario: Minimum Orifice From Node: Pond To Node: Outlet Link Count: 1 Flow Direction: Both Solution: Combine Increments: 0 Pipe Count: 1 Damping: 0.0000 ft Length: 35.00 ft FHWA Code: 1 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: 852.00 ft Invert: 851.90 ft Manning's N: 0.0130 Manning's N: 13.0000 Geometry: Circular Geometry: Circular Max Depth: 1.00 ft Max Depth: 1.00 ft Bottom Clip Default: 0.00 ft Default: 0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N: 0.0000 Manning's N: 0.0000 Top Clip Default: 0.00 ft Default: 0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N: 0.0000 Manning's N: 0.0000 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: 852.00 ft Control Elevation: 852.00 ft Max Depth: 0.50 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 06/23/2022 Page 20 of 24 Queens Way ICPR Report 9 C:\ICPR Models\QueensWay\6/23/2022 14:29 Weir Table: Orifice Default: 0.600 Orifice Table: Weir Comment: Drop Structure Comment: Link Min/Max Conditions with Times [Minimum Orifice] Link Name Sim Name Max Flow [cfs] Min Flow [cfs] Min/Max Delta Flow [cfs] Max Us Velocity [fps] Max Ds Velocity [fps] Time to Max Flow [hrs] Time to Min Flow [hrs] Time to Min/Max Delta Flow [hrs] Time to Max Us Velocity [hrs] Time to Max Ds Velocity [hrs] OCS - Pipe 002yr 0.88 0.00 0.00 0.00 0.00 13.0690 0.0000 11.9669 0.0000 0.0000 OCS - Weir: 1 002yr 0.88 0.00 0.00 4.50 4.50 13.0690 0.0000 11.9728 13.0690 13.0690 OCS - Pipe 010yr 1.10 0.00 0.00 0.00 0.00 13.3440 0.0000 11.6852 0.0000 0.0000 OCS - Weir: 1 010yr 1.10 0.00 0.00 5.60 5.60 13.3440 0.0000 11.6802 13.3440 13.3440 OCS - Pipe 100yr 1.39 0.00 0.00 0.00 0.00 13.9663 0.0000 10.3291 0.0000 0.0000 OCS - Weir: 1 100yr 1.39 0.00 0.00 7.08 7.08 13.9663 0.0000 29.9905 13.9663 13.9663 Node Max Conditions w/ Times [Minimum Orifice] 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] Time to Max Stage [hr] Time to Min/Max Delta Stage [hr] Time to Max Total Inflow [hr] Time to Max Total Outflow [hr] Outlet 002yr 852.00 851.80 0.0000 0.88 0.00 0 0.0000 0.0000 13.0690 0.0000 Outlet 010yr 852.00 851.80 0.0000 1.10 0.00 0 0.0000 0.0000 13.3440 0.0000 Outlet 100yr 852.00 851.80 0.0000 1.39 0.00 0 0.0000 0.0000 13.9663 0.0000 Pond 002yr 855.00 853.43 0.0010 4.64 0.88 13396 13.0690 11.9780 12.2332 13.0690 Pond 010yr 855.00 853.98 0.0010 8.69 1.10 21285 13.3761 11.8375 12.2167 13.3440 Pond 100yr 855.00 854.89 -0.0010 18.49 1.39 37835 13.9981 28.8244 12.2164 13.9663 06/23/2022 Page 21 of 24 Queens Way ICPR Report 10 C:\ICPR Models\QueensWay\6/23/2022 14:29 Background Image: Model Layout Simple Basin: QueensWayLot Scenario: DevelopedArea Node: Pond Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 29.9000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH484 Peaking Factor: 484.0 Area: 4.7000 ac Curve Number: 82.0 % Impervious: 0.00 % DCIA: 0.00 % Direct: 0.00 Rainfall Name: Comment: Simple Basin Runoff Summary [DevelopedArea] 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 QueensWay Lot 002yr 4.36 12.2333 2.66 1.12 4.7000 82.0 0.00 0.00 QueensWay Lot 010yr 8.17 12.2167 3.83 2.06 4.7000 82.0 0.00 0.00 QueensWay 100yr 17.38 12.2167 6.46 4.42 4.7000 82.0 0.00 0.00 06/23/2022 Page 22 of 24 Queens Way ICPR Report 11 C:\ICPR Models\QueensWay\6/23/2022 14:29 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 Lot Node Max Conditions w/ Times [DevelopedArea] 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] Time to Max Stage [hr] Time to Min/Max Delta Stage [hr] Time to Max Total Inflow [hr] Time to Max Total Outflow [hr] Outlet 002yr 852.00 851.80 0.0000 0.86 0.00 0 0.0000 0.0000 13.0893 0.0000 Outlet 010yr 852.00 851.80 0.0000 1.08 0.00 0 0.0000 0.0000 13.3707 0.0000 Outlet 100yr 852.00 851.80 0.0000 1.36 0.00 0 0.0000 0.0000 13.9818 0.0000 Pond 002yr 855.00 853.38 0.0010 4.36 0.86 12744 13.0408 12.0426 12.2332 13.0192 Pond 010yr 855.00 853.92 0.0010 8.17 1.08 20411 13.3198 11.9350 12.2166 13.2994 Pond 100yr 855.00 854.80 -0.0010 17.38 1.36 36272 13.9005 25.2829 12.2165 13.8561 06/23/2022 Page 23 of 24 Queens Way Outlet Structure Dry Basin TOC Width(in)=24 Grate Type= TOC Length(in)=24 Outlet Pipe(in)=12 TOC Depth(in)=24 TOC Width(in)=24 TOC Elev(ft)=855 TC-O3 ∆H(in)= Orifice 3 Depth(in)= Orifice 3 Width(in)= Orifice 3 Elev(ft)= 21 O3-O2 ∆H(in)= Orifice 2 Depth(in)= Orifice 2 Width(in)= Orifice 2 Elev(ft)= Outlet Pipe(in)=12 O2-O1 ∆H(in)=30 Invert(ft)=852 Orifice 1 / WQ Orifice(in)=6 Normal Pool(ft)=852 Job #103704HOS Difference Between Top of Pipe and Top of Structure (in) 06/23/2022 Page 24 of 24 N DYH DYH DYHWOHE xxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x W W W W W W W W W W W W W W x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxBeehive Inlet TC=855.61 N/S: 24"CMP, Inv=851.01 E: 12"CMP, Inv=851.01 Inv=854.87 Inv=854.80 Inv=853.32 Ex. Basin Southwest 0.62 Ac. Ex. Basin Northeast 4.68 Ac.DATEMARKREVISIONSBYS & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942File Name:S:\103704HOS\Drainage\BasinMaps\QueensWayBasinMap.dwg - EXISTING CONDITIONS BASIN MAPModified By:June 24, 2022 9:13:08 AM / ecarsonPlotted By:June 24, 2022 9:29:28 AM / Brian BrownEXISTING CONDITIONS BASIN MAP1395 QUEENS WAYCARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANABMB BMB EX-1 103704HOS LEGEND EXISTING STORM SEWER BASIN BREAKLINE PROPOSED STORM SEWER LAKE NORMAL POOLo o o o o o 0 GRAPHIC SCALE ( IN FEET ) 60'30'60' 1" = 60 FT OHExxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxBeehive InletTC=855.61N/S: 24"CMP, Inv=851.01E: 12"CMP, Inv=851.01 Inv=854.87 Inv=854.80 Inv=853.32 FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFM401 400 401 Pond Basin Southwest 0.60 Ac. Pond Basin 400 4.70 Ac. CN=82 ToC=29.9 STR. #403PROP. INLET T.C.=856.55 INV.=853.60 STR. #402 PROP. END SECINV.=853.37 STR. #405PROP. END SECINV.=854.20 OUTLETCONTROL STRUCTURE PROP. END SEC INV.=851.90 35 LF 1 2 " H D P E @ 0. 3 0 % STR. #406PROP. END SECINV.=854.00 86 LF 15" HDPE @ 0.30%108 LF 12" HDPE @ 0.30%44 LF HDPE @ 0.30%75 L F 1 5 " H D P E @ 0 . 3 0 % STR. #404 PROP. INLET T.C.=856.55INV.=853.87 DATEMARKREVISIONSBYS & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942File Name:S:\103704HOS\Drainage\BasinMaps\QueensWayBasinMap.dwg - POND ROUTING BASIN MAPModified By:June 24, 2022 2:18:20 PM / ecarsonPlotted By:June 24, 2022 2:20:04 PM / Erik CarsonPOND ROUTING BASIN MAP1395 QUEENS WAYCARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANABMB BMB PR-1 103704HOS LEGEND EXISTING STORM SEWER BASIN BREAKLINE PROPOSED STORM SEWER LAKE NORMAL POOLo o o o o o 0 GRAPHIC SCALE ( IN FEET ) 60'30'60' 1" = 60 FT