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Home My WebLink AboutDrainage Report 06-19-193939 Priority Way South Drive, Suite 2 0 0 Indianapolis, Indiana 46240 Telephone 317 844 6777 Facsimile 317 706 64 51 www.cripe.biz PIC: 180235-20000 Drainage Design Report for Franciscan Orthopedic Center Of Excellence Carmel , Indiana Prepared for: Meridian Development Services, LLC 201 Pennsylvania Parkway, Suite 100 Indianapolis, IN 46280 June 19, 2019 Certified By: Jennifer M. Lasch, P.E., LEED, AP PE 10810099 DRAINAGE DESIGN REPORT FOR Franciscan Orthopedic Center of Excellence Carmel, Indiana TABLE OF CONTENTS 1.0 Introduction ......................................................................................................... 2 1.1 Project Description ................................................................................................ 2 1.2 Scope of Report .................................................................................................... 3 1.3 Existing Conditions ............................................................................................... 3 1.4 Proposed Conditions ............................................................................................. 4 2.0 Pre-Developed Drainage Analysis .................................................................... 5 2.1 Pre-Developed Site Conditions ............................................................................. 5 2.2 Allowable Release Rate Calculation ..................................................................... 6 3.0 Post-Developed Drainage Analysis .................................................................. 6 3.1 Post-Developed Conditions ................................................................................... 6 4.0 Storm Sewer Analysis ........................................................................................ 8 4.1 Storm Sewer Network ........................................................................................... 8 5.0 Water Quality Analysis ....................................................................................... 8 5.1 Post-Construction Stormwater Quality Measures .................................................. 8 6.0 Conclusion ............................................................................................................... 9 APPENDICIES Appendix A – Pre-developed Conditions Exhibit and Calculations Appendix B – Allowable Discharge Rate Calculations Appendix C– Post-Developed Conditions Exhibit and Calculations Appendix D– Storm Sewer Basins Exhibit and Calculations Appendix E – Water Quality Analysis 2 1.0 Introduction This drainage report outlines the storm water management system to serve the Franciscan Orthopedic Center of Excellence. The proposed development is located on the Meridian Development Services, LLC parcel located north of 106th Street, west of US31, east of Illinois Street, and south of 111th Street in the City of Carmel, Hamilton County, Indiana. The purpose of this report is to identify the impacts of the stormwater runoff from the proposed development on the surrounding properties and existing storm sewer systems. The detention design for this site was governed by the Hamilton County Stormwater Ordinance. The City of Carmel Stormwater Technical Standards Manual was used for the storm sewer hydraulic calculations and the water quality design. 1.1 Project Description The Franciscan Orthopedic Center of Excellence site contains a new combined medical office building (MOB) and hospital. The MOB/Hospital is connected to a four-story parking garage structure via an above ground pedestrian connector. This connector is located above grade to provide an enclosed connection between the building structures. The connector spans the easement of the gas main that bisects the site. The proposed development is to occur on an approximately 12.12-acre parcel. There are several future elements planned for the site; a future exterior fitness and rehab area including batting cage, synthetic turf, and half basketball and tennis area and a future fitness trail/path to the east side of the site which when connected to the proposed walking areas creates an approximately 0.5-mile loop. In addition to the buildings, the proposed construction includes a staff paved parking area south of the MOB/hospital building, interior drives and pedestrian connectivity. An alternate 69-space paved surface parking lot located north of the garage structure is also proposed for valet parking. The project will include provision of utilities, including gas, electric, data and new connections for water and sanitary lateral services. As part of this project’s stormwater management, a series of hydrodynamic separators and underground detention is proposed for stormwater treatment prior to discharging to the INDOT ditch on the east side of the site. This Ditch is the primary stormwater outlet point for the site. The project involves extending the 16” water main along Illinois Street for provision of water to the site and constructing a new 10-foot wide asphalt multi- use path on the east side of the street. The path will be from the new mid-block crossing at Illinois Street north to the existing multi-use path connection. This multi-use path is part of the Bicycle and Pedestrian Thoroughfare Plan. 3 1.2 Scope of Report This report summarizes the stormwater management system for the proposed development of the Franciscan Orthopedic Center of Excellence. 1.3 Existing Conditions The existing site is predominantly vacant open field, scrub, shrub and wooded areas. Figure 1 - Existing Site The site mostly drains east to the INDOT ditch near the east property line. The ditch ultimately discharges to the Meridian Suburban Regulated Drain as part of the Williams Creek Watershed. The ditch runs southwest through the parcel south of the Franciscan Orthopedic Center of Excellence site. A portion of the 4 site drains directly south to that parcel to the same ditch flowing to the southwest. The property line is considered as the limits of the overall site watershed. The adjoining properties zoning consist of the following: North: 111th Street/Meridian Corridor Northeast: S2 (Meridian Suburban Subdivision) South: Meridian Corridor East: US 31/Meridian Corridor West: Illinois Street/S2 (Spring Mill Place) The soils maps from the US Department of Agriculture, Soil Conservation Service identifies the proposed parking as predominantly Crosby Silt loam (CrA) with some Brookston (Br). The Firm map panel number 18057C0208G dated November 19, 2014, indicate that the site lies in Flood Zone “X”. These areas are considered to be outside of the 500 year floodplain. 1.4 Proposed Conditions The proposed site consists of the new MOB/hospital and parking garage as well as surface parking, interior drives, pedestrian connectivity, and amenity spaces with a café patio space. A future fitness trail, an alternate paved parking area and an outdoor fitness training area are also envisioned for this project. Landscaping and planting buffers are incorporated into the design to complete the overall site layout. Refer to Figure 2 below. 5 Figure 2 - Proposed Conditions 2.0 Pre-Developed Drainage Analysis 2.1 Pre-Developed Site Conditions The site currently drains to the north, the east, and the south. The portion of the site that drains to the north is identified as Watershed A in the Pre-developed Conditions Exhibit in Appendix A. This watershed drains north to an existing 15- in regulated drain which ultimately discharges to the INDOT ditch on the east side of the site. A second portion of the site is identified as Watershed B in the exhibit, and it drains directly to the INDOT ditch. Watersheds A and B both drain to the INDOT ditch and generate the combined release rates of 4.43 cfs, 10.19 cfs and 25.70 cfs for the 2, 10 and 100-year storm respectively. The third portion of the site directly discharges south to adjacent property. Since the INDOT ditch is considered as the primary stormwater outlet point for the development of the Franciscan Orthopedic Center of Excellence project, the focus is on the release rates of Watershed A and B which constitute the existing release rates of the site. Since it is anticipated that there is going to be part of the site that will directly drain to the INDOT ditch in the post-developed conditions, it is necessary to understand 6 the existing runoff leaving the site to effectively evaluate the post-developed conditions release rates. 2.2 Allowable Release Rate Calculation Per the City of Carmel Stormwater Technical Standards Manual the allowable release rates from the site is no greater than 0.1 cfs per acre of development for 0-10 year return interval storms and 0.3 cfs per acre of developed area for 11 - 100 year return interval storms. The site is about 21.12 acres, and the calculated allowable release rates are 1.21 cfs and 3.64 cfs for the 10 and 100-year storm respectively. These release rates in combination with the post-developed direct discharge rates to the INDOT ditch are to be evaluated to ensure that the overall post-developed release rates are less than the existing rates. Refer to Appendix B for the calculation of the allowable release rates per the City of Carmel requirements. To confirm that the overall site falls within the overall existing conditions, the proposed release rate is a combination of the direct discharge and the detained discharge rates. 3.0 Post-Developed Drainage Analysis The post-developed drainage management system for the proposed construction consists of an enclosed storm sewer network that collects most of the stormwater runoff from the site and conveys the runoff to underground detention chambers prior to discharging to the INDOT ditch. 3.1 Post-Developed Conditions As noted previously, the post-developed conditions of the site consist of a medical office building, hospital, parking garage, an alternate valet surface asphalt parking lot, small south surface parking, concrete sidewalks and a loop and interior driveways. The future outdoor fitness and rehab area and future fitness trail is included in the detention design calculations. These elements comprise of impervious area and pervious areas with curve numbers of 98 and 74, respectively. The post-developed drainage analysis is based on the topographical survey data (NAVD 88 datum) of the site. Refer to the Post-Developed Conditions Exhibit and Calculations in Appendix C. The proposed development is divided into 4 watersheds: Watershed A, Watershed C, Watershed D and Watershed E. Refer to the table below for the characteristics of each watershed. It is worth noted that the entire site is assumed to be detained by the proposed underground detention systems. Refer to the Post-developed Conditions Exhibit in Appendix C. 7 Watershed Characteristics Watershed Area (ac) Curve Number Tc (min,) A 2.426 91 5 C 2.546 89 5 D 3.758 86 5 E 3.425 86 5 The overall detention system strategy is designed to detain the entire site. Although there are direct discharge areas to the south and east, the site is over- detained to account for the direct runoff areas. Two underground detentions systems are proposed for the site. System 1, composed of Pond A, B and C, provides detention for stormwater runoffs from watersheds A and C. System 2, composed of Pond D, E and F, provides detention watershed D and E. System 1 uses Stormtech chambers MC-3500, and System 2 uses Stormtech chambers SC-740. System 1 releases stormwater to the existing 30-in regulated drain located on the east side of the site. This existing 30-in pipe discharges to the INDOT ditch. System 2 discharges directly to the ditch. The runoff from the entire developed site eventually reaches the ditch on the parcel south (Indiana Farmer Mutual Insurance Company Site) that outlets through the large culvert at the southwest portion of that site. The release rates of the detention systems are based on 0.1 cfs per acre of development for 0-10 year return interval storms and 0.3 cfs per acre of developed area for 11 - 100 year return interval storms. A summary of the calculations is provided in the table below. Additional information is provided in Appendix C. Post-developed release rate Summary Table (cfs) Pond 10-year 100-year System 1 A, B and C 1.35 2.02 System 2 D, E and F 1.21 1.90 overall 2.56 3.88 Recognizing that there are areas of direct runoff where the proposed site connects back to existing grades, it is necessary to confirm the proposed runoff as a combination of detained runoff and direct discharge do not exceed the existing conditions. An exhibit as well as the calculations for the runoff generated by the direct discharge areas are included in Appendix C. About 3.217 acres of tehe pervious area directly discharges to the ditch due to grading. Below is a summary of the proposed release rates to the INDOT ditch and to the south as compared to the existing conditions. Under both scenario, the proposed release rate is less than the existing release rate. 8 Location 10-year 100-year Detained site 2.56 cfs 3.88 cfs Direct discharge area 3.47 cfs 8.73 cfs Combined 6.03 cfs 12.61 cfs Drainage to the INDOT ditch is being coordinated with INDOT. Appendix C shows that this project site is 42.9% impervious. 4.0 Storm Sewer Analysis The storm sewer analysis for the proposed construction consists of an enclosed storm sewer network. 4.1 Storm Sewer Network Hydraflow Storm Sewers Extension for AutoCAD Civil 3D, v.8 was used to verify capacity of all proposed storm drainage pipes for the 10-year storm event peak flows. Hydraflow utilizes a graphical pipe network containing pipe data, inlet characteristics, watershed areas, and rainfall information. These flow calculations are valid for both pressure and varied flow situations including hydraulic jumps, backwater elevations, and draw down curves. These calculations are based on the rational method. Factors involved include runoff coefficient (C), time of concentration (Tc) and Area (A). Refer to Appendix D for Storm Sewer Basins Exhibit and Calculations. 5.0 Water Quality Analysis 5.1 Post-Construction Stormwater Quality Measures As part of the overall Stormwater Management for the site, water quality treatment is provided for the non-direct discharge stormwater runoff. A treatment train is provided via stormwater runoff being treated via a structural BMP hydrodynamic separator prior to discharging to the isolator row of the underground detention system. The isolator row is a water quality feature of the Stormtech Chamber underground detention system. There are four water quality units proposed for the site. The following is a summary of the water quality for the site: Water Quality Summary Table Location Area (ac) Structural BMP Structure No. Calculated Flow (cfs) Allowable Flow (cfs) WQ Basin A 2.117 711A 2.45 3.2 WQ Basin C 1.775 722A 2.21 3.2 9 WQ Basin D 2.490 753A 2.63 3.2 WQ Basin E 2.656 737A 2.53 3.2 Based on the summary Water Quality Unit AquaSwirl As-4 is proposed for all mechanical BMPs. This system complies with the design criteria presented in the City of Carmel Stormwater Technical Standards Manual and the Hamilton County Drainage Ordinance. Refer to Appendix E for Water Quality Basins Exhibit and Calculations. 6.0 Conclusion The proposed stormwater management plan implements a series of storm sewer networks to collect the on-site and some off-site runoff for the overall 12.2 drainage basin analyzed. The storm sewer networks direct runoff to structural BMPs and isolator rows for water quality prior to being detained in a series of underground detention prior to discharging to the INDOT ditch to the east. The following is a summary of the release rates from the site: Summary of Release Rates INDOT Ditch 10-year 100-year Existing 10.19 25.70 Proposed 6.03 12.61 The proposed storm drainage system complies with the criteria stated in the City of Carmel Stormwater Technical Standards Manual and the Hamilton County Drainage Ordinance for detention, water quality and storm water sewer sizing. No adverse impacts are anticipated as a result of this design. Appendix A Pre-Developed Conditions Exhibit and Calculations 12 14 15 16 13 4445 46 11 10 9 WATERSHED B TOTAL AREA = 7.039 AC (CN = 74) ALLOWABLE RATES (CARMEL): Q10YR = 0.10 x 7.039 = 0.70 CFS Q100YR = 0.30 x 7.039 = 2.11 CFS FLOW RATES PER INDOT: EXISTING Q2YR = 3.24 CFS EXISTING Q10YR = 7.44 CFS EXISTING Q100YR = 18.81 CFS ALLOWABLE Q10YR = 3.24 CFS ALLOWABLE Q100YR = 7.44 CFS WATERSHED A TOTAL AREA = 2.272 AC (CN = 74) FLOW RATES PER INDOT: EXISTING Q2YR = 1.19 CFS EXISTING Q10YR = 2.75 CFS EXISTING Q100YR = 6.89 CFS ALLOWABLE Q10YR = 1.19 CFS ALLOWABLE Q100YR = 2.75 CFS TITLE:PROJECT: Date: SCALE: PROJECT NO: SHEET No. 1 of 1 06-19-2019 180235-20000 1"=120' CARMEL, IN FRANCISCAN HEALTH FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE CONDITIONS EXHIBIT PRE-DEVELOPED Scenario: City of Carmel Storm 2-year Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Table of Contents 27Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year) 25Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year) 23Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year) Watershed B 21Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year) 19Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year) 17Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year) Watershed A 16Runoff CN-Area, 2 years (City of Carmel Storm 2-year) Watershed B 15Runoff CN-Area, 2 years (City of Carmel Storm 2-year) Watershed A 11Time of Concentration Calculations, 2 years (City of Carmel Storm 2-year) Watershed B 8Time of Concentration Calculations, 2 years (City of Carmel Storm 2-year) Watershed A 6Time-Depth Curve, 2 years (City of Carmel Storm 2-year) 4Time-Depth Curve, 10 years (City of Carmel Storm 10-year) 2Time-Depth Curve, 100 years (City of Carmel Storm 100-year) NRCS Type II 1Master Network Summary Franciscan_Pre-developed Drainage Calculations Subsection: Master Network Summary Catchments Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 3.24738.000.4062City of Carmel Storm 2-year Watershed B 7.44735.000.85510City of Carmel Storm 10-year Watershed B 18.81735.002.080100City of Carmel Storm 100-year Watershed B 1.19732.000.1312City of Carmel Storm 2-year Watershed A 2.75732.000.27710City of Carmel Storm 10-year Watershed A 6.89732.000.672100City of Carmel Storm 100-year Watershed A Node Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 3.24738.000.4062City of Carmel Storm 2-year Outlet to INDOT Ditch 7.44735.000.85510City of Carmel Storm 10-year Outlet to INDOT Ditch 18.81735.002.080100City of Carmel Storm 100-year Outlet to INDOT Ditch 1.19732.000.1312City of Carmel Storm 2-year Outlet to Reg. Drain 2.75732.000.27710City of Carmel Storm 10-year Outlet to Reg. Drain 6.89732.000.672100City of Carmel Storm 100-year Outlet to Reg. Drain Page 1 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: NRCS Type II Return Event: 100 yearsSubsection: Time-Depth Curve Time-Depth Curve: 100-year 100-year Label min0.00Start Time min6.00Increment min1,440.00End Time years100Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.00 0.10.10.00.00.030.00 0.10.10.10.10.160.00 0.10.10.10.10.190.00 0.20.20.20.10.1120.00 0.20.20.20.20.2150.00 0.30.20.20.20.2180.00 0.30.30.30.30.3210.00 0.30.30.30.30.3240.00 0.40.40.40.40.4270.00 0.40.40.40.40.4300.00 0.50.50.50.50.5330.00 0.60.60.50.50.5360.00 0.60.60.60.60.6390.00 0.70.70.70.70.6420.00 0.80.70.70.70.7450.00 0.80.80.80.80.8480.00 0.90.90.90.90.9510.00 1.01.01.01.00.9540.00 1.11.11.11.11.1570.00 1.31.31.21.21.2600.00 1.51.41.41.41.3630.00 1.81.71.61.61.5660.00 3.72.82.32.01.8690.00 4.74.64.54.44.3720.00 4.94.94.94.84.7750.00 5.15.15.15.05.0780.00 5.35.25.25.25.2810.00 5.45.45.35.35.3840.00 5.55.55.55.45.4870.00 5.65.65.65.55.5900.00 5.75.75.65.65.6930.00 5.75.75.75.75.7960.00 5.85.85.85.85.8990.00 Page 2 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: NRCS Type II Return Event: 100 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 5.95.95.95.85.81,020.00 5.95.95.95.95.91,050.00 6.06.06.06.05.91,080.00 6.06.06.06.06.01,110.00 6.16.16.16.16.11,140.00 6.16.16.16.16.11,170.00 6.26.26.26.26.11,200.00 6.26.26.26.26.21,230.00 6.36.36.26.26.21,260.00 6.36.36.36.36.31,290.00 6.36.36.36.36.31,320.00 6.46.46.46.46.31,350.00 6.46.46.46.46.41,380.00 6.56.46.46.46.41,410.00 (N/A)(N/A)(N/A)(N/A)6.51,440.00 Page 3 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: NRCS Type II Return Event: 10 yearsSubsection: Time-Depth Curve Time-Depth Curve: 10-year 10-year Label min0.00Start Time min6.00Increment min1,440.00End Time years10Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.00 0.00.00.00.00.030.00 0.10.10.00.00.060.00 0.10.10.10.10.190.00 0.10.10.10.10.1120.00 0.10.10.10.10.1150.00 0.20.10.10.10.1180.00 0.20.20.20.20.2210.00 0.20.20.20.20.2240.00 0.20.20.20.20.2270.00 0.30.30.30.20.2300.00 0.30.30.30.30.3330.00 0.30.30.30.30.3360.00 0.40.40.40.30.3390.00 0.40.40.40.40.4420.00 0.50.40.40.40.4450.00 0.50.50.50.50.5480.00 0.60.50.50.50.5510.00 0.60.60.60.60.6540.00 0.70.70.70.60.6570.00 0.80.70.70.70.7600.00 0.90.80.80.80.8630.00 1.01.01.00.90.9660.00 2.21.61.41.21.1690.00 2.82.72.72.62.5720.00 2.92.92.92.82.8750.00 3.03.03.03.03.0780.00 3.13.13.13.13.1810.00 3.23.23.23.23.1840.00 3.33.23.23.23.2870.00 3.33.33.33.33.3900.00 3.43.43.33.33.3930.00 3.43.43.43.43.4960.00 3.43.43.43.43.4990.00 Page 4 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: NRCS Type II Return Event: 10 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 3.53.53.53.53.51,020.00 3.53.53.53.53.51,050.00 3.63.53.53.53.51,080.00 3.63.63.63.63.61,110.00 3.63.63.63.63.61,140.00 3.63.63.63.63.61,170.00 3.73.73.73.73.61,200.00 3.73.73.73.73.71,230.00 3.73.73.73.73.71,260.00 3.73.73.73.73.71,290.00 3.83.83.83.73.71,320.00 3.83.83.83.83.81,350.00 3.83.83.83.83.81,380.00 3.83.83.83.83.81,410.00 (N/A)(N/A)(N/A)(N/A)3.81,440.00 Page 5 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: NRCS Type II Return Event: 2 yearsSubsection: Time-Depth Curve Time-Depth Curve: 2-year 2-year Label min0.00Start Time min6.00Increment min1,440.00End Time years2Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.00 0.00.00.00.00.030.00 0.00.00.00.00.060.00 0.10.10.00.00.090.00 0.10.10.10.10.1120.00 0.10.10.10.10.1150.00 0.10.10.10.10.1180.00 0.10.10.10.10.1210.00 0.10.10.10.10.1240.00 0.20.20.20.20.1270.00 0.20.20.20.20.2300.00 0.20.20.20.20.2330.00 0.20.20.20.20.2360.00 0.30.30.20.20.2390.00 0.30.30.30.30.3420.00 0.30.30.30.30.3450.00 0.30.30.30.30.3480.00 0.40.40.40.40.4510.00 0.40.40.40.40.4540.00 0.50.50.50.40.4570.00 0.50.50.50.50.5600.00 0.60.60.60.60.5630.00 0.70.70.70.60.6660.00 1.51.10.90.80.8690.00 1.91.91.91.81.8720.00 2.02.02.02.02.0750.00 2.12.12.12.12.1780.00 2.22.22.12.12.1810.00 2.22.22.22.22.2840.00 2.32.32.22.22.2870.00 2.32.32.32.32.3900.00 2.32.32.32.32.3930.00 2.42.42.42.32.3960.00 2.42.42.42.42.4990.00 Page 6 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: NRCS Type II Return Event: 2 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 2.42.42.42.42.41,020.00 2.42.42.42.42.41,050.00 2.52.52.52.52.41,080.00 2.52.52.52.52.51,110.00 2.52.52.52.52.51,140.00 2.52.52.52.52.51,170.00 2.52.52.52.52.51,200.00 2.62.62.62.62.51,230.00 2.62.62.62.62.61,260.00 2.62.62.62.62.61,290.00 2.62.62.62.62.61,320.00 2.62.62.62.62.61,350.00 2.62.62.62.62.61,380.00 2.72.72.72.62.61,410.00 (N/A)(N/A)(N/A)(N/A)2.71,440.00 Page 7 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft15.11Hydraulic Length 0.410Manning's n ft/ft0.008Slope in2.72 Year 24 Hour Depth ft/s0.03Average Velocity min7.68Segment Time of Concentration Segment #2: TR-55 Sheet Flow ft56.58Hydraulic Length 0.410Manning's n ft/ft0.018Slope in2.72 Year 24 Hour Depth ft/s0.06Average Velocity min15.99Segment Time of Concentration Segment #3: TR-55 Shallow Concentrated Flow ft92.29Hydraulic Length FalseIs Paved? ft/ft0.011Slope ft/s1.68Average Velocity min0.92Segment Time of Concentration Segment #4: TR-55 Shallow Concentrated Flow ft189.90Hydraulic Length FalseIs Paved? ft/ft0.005Slope ft/s1.17Average Velocity min2.69Segment Time of Concentration Segment #5: TR-55 Shallow Concentrated Flow ft134.72Hydraulic Length FalseIs Paved? ft/ft0.007Slope ft/s1.39Average Velocity min1.62Segment Time of Concentration Page 8 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Time of Concentration Calculations Segment #6: TR-55 Shallow Concentrated Flow ft82.64Hydraulic Length FalseIs Paved? ft/ft0.012Slope ft/s1.77Average Velocity min0.78Segment Time of Concentration Segment #7: TR-55 Shallow Concentrated Flow ft18.07Hydraulic Length FalseIs Paved? ft/ft0.020Slope ft/s2.30Average Velocity min0.13Segment Time of Concentration Time of Concentration (Composite) min29.81Time of Concentration (Composite) Page 9 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: Page 10 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft45.76Hydraulic Length 0.150Manning's n ft/ft0.001Slope in2.72 Year 24 Hour Depth ft/s0.04Average Velocity min17.16Segment Time of Concentration Segment #2: TR-55 Sheet Flow ft54.24Hydraulic Length 0.150Manning's n ft/ft0.007Slope in2.72 Year 24 Hour Depth ft/s0.09Average Velocity min10.20Segment Time of Concentration Segment #3: TR-55 Shallow Concentrated Flow ft84.90Hydraulic Length FalseIs Paved? ft/ft0.007Slope ft/s1.32Average Velocity min1.07Segment Time of Concentration Segment #4: TR-55 Shallow Concentrated Flow ft69.39Hydraulic Length FalseIs Paved? ft/ft0.014Slope ft/s1.94Average Velocity min0.60Segment Time of Concentration Segment #5: TR-55 Shallow Concentrated Flow ft37.82Hydraulic Length FalseIs Paved? ft/ft0.026Slope ft/s2.60Average Velocity min0.24Segment Time of Concentration Page 11 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Time of Concentration Calculations Segment #6: TR-55 Shallow Concentrated Flow ft52.53Hydraulic Length FalseIs Paved? ft/ft0.019Slope ft/s2.22Average Velocity min0.39Segment Time of Concentration Segment #7: TR-55 Shallow Concentrated Flow ft78.02Hydraulic Length FalseIs Paved? ft/ft0.013Slope ft/s1.83Average Velocity min0.71Segment Time of Concentration Segment #8: TR-55 Shallow Concentrated Flow ft98.62Hydraulic Length FalseIs Paved? ft/ft0.010Slope ft/s1.62Average Velocity min1.01Segment Time of Concentration Segment #9: TR-55 Shallow Concentrated Flow ft26.98Hydraulic Length FalseIs Paved? ft/ft0.037Slope ft/s3.10Average Velocity min0.14Segment Time of Concentration Segment #10: TR-55 Shallow Concentrated Flow ft100.38Hydraulic Length FalseIs Paved? ft/ft0.005Slope ft/s1.16Average Velocity min1.44Segment Time of Concentration Segment #11: TR-55 Shallow Concentrated Flow ft48.06Hydraulic Length Page 12 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Time of Concentration Calculations Segment #11: TR-55 Shallow Concentrated Flow FalseIs Paved? ft/ft0.004Slope ft/s1.05Average Velocity min0.77Segment Time of Concentration Segment #12: TR-55 Shallow Concentrated Flow ft91.13Hydraulic Length FalseIs Paved? ft/ft0.003Slope ft/s0.88Average Velocity min1.72Segment Time of Concentration Segment #13: TR-55 Shallow Concentrated Flow ft55.64Hydraulic Length FalseIs Paved? ft/ft0.018Slope ft/s2.16Average Velocity min0.43Segment Time of Concentration Segment #14: TR-55 Shallow Concentrated Flow ft9.50Hydraulic Length FalseIs Paved? ft/ft0.105Slope ft/s5.23Average Velocity min0.03Segment Time of Concentration Time of Concentration (Composite) min35.92Time of Concentration (Composite) Page 13 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: Page 14 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 74.0000.00.02.27274.000Pervious area 74.000(N/A)(N/A)2.272(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 15 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 74.0000.00.07.03974.000Pervious area 74.000(N/A)(N/A)7.039(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 16 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) 2-yearStorm Event years2Return Event min1,440.00Duration in2.7Depth min29.81Time of Concentration (Composite) acres2.272Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.020.010.000.000.00690.00 0.410.260.150.080.04705.00 1.191.131.000.820.60720.00 0.790.901.011.111.18735.00 0.440.490.550.620.69750.00 0.290.310.340.370.40765.00 0.220.230.240.260.27780.00 0.180.190.200.200.21795.00 0.160.160.170.170.18810.00 0.140.140.150.150.15825.00 0.130.130.130.130.14840.00 0.120.120.120.120.12855.00 0.110.110.110.110.11870.00 0.100.100.110.110.11885.00 0.100.100.100.100.10900.00 0.090.100.100.100.10915.00 0.090.090.090.090.09930.00 0.080.090.090.090.09945.00 0.080.080.080.080.08960.00 0.080.080.080.080.08975.00 0.070.070.070.070.07990.00 0.070.070.070.070.071,005.00 0.070.070.070.070.071,020.00 0.070.070.070.070.071,035.00 0.070.070.070.070.071,050.00 0.060.060.060.070.071,065.00 0.060.060.060.060.061,080.00 0.060.060.060.060.061,095.00 0.060.060.060.060.061,110.00 0.060.060.060.060.061,125.00 0.050.050.060.060.061,140.00 0.050.050.050.050.051,155.00 0.050.050.050.050.051,170.00 Page 17 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.050.050.050.050.051,185.00 0.050.050.050.050.051,200.00 0.050.050.050.050.051,215.00 0.040.040.040.050.051,230.00 0.040.040.040.040.041,245.00 0.040.040.040.040.041,260.00 0.040.040.040.040.041,275.00 0.040.040.040.040.041,290.00 0.040.040.040.040.041,305.00 0.040.040.040.040.041,320.00 0.040.040.040.040.041,335.00 0.040.040.040.040.041,350.00 0.040.040.040.040.041,365.00 0.040.040.040.040.041,380.00 0.040.040.040.040.041,395.00 0.040.040.040.040.041,410.00 0.040.040.040.040.041,425.00 (N/A)(N/A)(N/A)(N/A)0.041,440.00 Page 18 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed A Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) 10-yearStorm Event years10Return Event min1,440.00Duration in3.8Depth min29.81Time of Concentration (Composite) acres2.272Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00618.00 0.010.010.010.010.01633.00 0.030.030.020.020.02648.00 0.050.050.040.040.03663.00 0.100.080.080.070.06678.00 0.280.210.160.130.11693.00 1.641.220.860.590.40708.00 2.672.752.672.442.09723.00 1.471.681.942.222.47738.00 0.820.911.011.141.29753.00 0.530.570.620.670.74768.00 0.400.420.450.470.50783.00 0.330.340.360.370.39798.00 0.290.300.300.310.32813.00 0.260.260.270.270.28828.00 0.230.230.240.240.25843.00 0.210.210.220.220.23858.00 0.200.200.200.210.21873.00 0.190.190.190.200.20888.00 0.180.180.180.190.19903.00 0.170.170.180.180.18918.00 0.160.160.170.170.17933.00 0.150.150.160.160.16948.00 0.140.140.150.150.15963.00 0.140.140.140.140.14978.00 0.130.130.130.130.14993.00 0.130.130.130.130.131,008.00 0.130.130.130.130.131,023.00 0.120.120.120.120.121,038.00 0.120.120.120.120.121,053.00 0.110.120.120.120.121,068.00 0.110.110.110.110.111,083.00 0.110.110.110.110.111,098.00 Page 19 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed A Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.100.110.110.110.111,113.00 0.100.100.100.100.101,128.00 0.100.100.100.100.101,143.00 0.090.090.090.100.101,158.00 0.090.090.090.090.091,173.00 0.090.090.090.090.091,188.00 0.080.080.080.080.091,203.00 0.080.080.080.080.081,218.00 0.080.080.080.080.081,233.00 0.080.080.080.080.081,248.00 0.080.080.080.080.081,263.00 0.080.080.080.080.081,278.00 0.080.080.080.080.081,293.00 0.080.080.080.080.081,308.00 0.080.080.080.080.081,323.00 0.070.070.080.080.081,338.00 0.070.070.070.070.071,353.00 0.070.070.070.070.071,368.00 0.070.070.070.070.071,383.00 0.070.070.070.070.071,398.00 0.070.070.070.070.071,413.00 0.070.070.070.070.071,428.00 Page 20 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed A Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) 100-yearStorm Event years100Return Event min1,440.00Duration in6.5Depth min29.81Time of Concentration (Composite) acres2.272Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00465.00 0.010.010.010.010.00480.00 0.020.010.010.010.01495.00 0.020.020.020.020.02510.00 0.040.030.030.030.03525.00 0.050.050.040.040.04540.00 0.060.060.060.050.05555.00 0.070.070.070.070.06570.00 0.090.090.080.080.08585.00 0.110.110.100.100.09600.00 0.140.140.130.120.12615.00 0.180.170.160.160.15630.00 0.230.220.210.200.19645.00 0.310.290.280.260.25660.00 0.430.400.370.350.33675.00 0.820.660.560.500.46690.00 3.552.651.921.401.06705.00 6.896.806.365.604.57720.00 3.994.655.356.026.59735.00 2.082.332.653.023.47750.00 1.271.381.501.661.85765.00 0.920.971.031.101.18780.00 0.740.770.800.840.88795.00 0.630.650.670.690.71810.00 0.550.570.580.600.61825.00 0.490.500.520.530.54840.00 0.450.460.470.470.48855.00 0.420.430.430.440.44870.00 0.400.410.410.410.42885.00 0.380.380.390.390.40900.00 0.360.360.370.370.38915.00 0.340.340.350.350.36930.00 0.320.320.330.330.34945.00 Page 21 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed A Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.300.300.310.310.32960.00 0.280.290.290.290.30975.00 0.270.280.280.280.28990.00 0.270.270.270.270.271,005.00 0.260.260.260.260.261,020.00 0.250.250.250.260.261,035.00 0.240.250.250.250.251,050.00 0.240.240.240.240.241,065.00 0.230.230.230.230.241,080.00 0.220.220.220.230.231,095.00 0.210.220.220.220.221,110.00 0.210.210.210.210.211,125.00 0.200.200.200.200.211,140.00 0.190.190.190.200.201,155.00 0.180.190.190.190.191,170.00 0.180.180.180.180.181,185.00 0.170.170.170.170.171,200.00 0.160.160.170.170.171,215.00 0.160.160.160.160.161,230.00 0.160.160.160.160.161,245.00 0.160.160.160.160.161,260.00 0.160.160.160.160.161,275.00 0.160.160.160.160.161,290.00 0.150.150.150.150.161,305.00 0.150.150.150.150.151,320.00 0.150.150.150.150.151,335.00 0.150.150.150.150.151,350.00 0.150.150.150.150.151,365.00 0.150.150.150.150.151,380.00 0.150.150.150.150.151,395.00 0.140.140.140.140.141,410.00 0.140.140.140.140.141,425.00 (N/A)(N/A)(N/A)(N/A)0.141,440.00 Page 22 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) 2-yearStorm Event years2Return Event min1,440.00Duration in2.7Depth min35.92Time of Concentration (Composite) acres7.039Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.020.010.000.000.00687.00 0.560.340.180.100.05702.00 2.732.311.821.330.91717.00 2.963.143.243.193.05732.00 1.812.002.232.482.74747.00 1.151.241.361.491.63762.00 0.820.860.920.991.06777.00 0.640.670.700.730.77792.00 0.540.560.580.600.62807.00 0.460.480.490.510.52822.00 0.410.420.430.440.45837.00 0.370.380.390.400.40852.00 0.350.350.360.360.37867.00 0.330.330.340.340.35882.00 0.320.320.320.320.33897.00 0.300.300.310.310.31912.00 0.280.290.290.290.30927.00 0.270.270.280.280.28942.00 0.250.260.260.260.27957.00 0.240.240.240.250.25972.00 0.230.230.230.240.24987.00 0.220.230.230.230.231,002.00 0.220.220.220.220.221,017.00 0.210.210.210.220.221,032.00 0.210.210.210.210.211,047.00 0.200.200.200.200.211,062.00 0.200.200.200.200.201,077.00 0.190.190.190.190.191,092.00 0.180.190.190.190.191,107.00 0.180.180.180.180.181,122.00 0.170.170.170.180.181,137.00 0.170.170.170.170.171,152.00 0.160.160.160.160.161,167.00 Page 23 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed B Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.150.150.160.160.161,182.00 0.150.150.150.150.151,197.00 0.140.140.140.150.151,212.00 0.140.140.140.140.141,227.00 0.140.140.140.140.141,242.00 0.140.140.140.140.141,257.00 0.140.140.140.140.141,272.00 0.130.130.130.140.141,287.00 0.130.130.130.130.131,302.00 0.130.130.130.130.131,317.00 0.130.130.130.130.131,332.00 0.130.130.130.130.131,347.00 0.130.130.130.130.131,362.00 0.130.130.130.130.131,377.00 0.130.130.130.130.131,392.00 0.130.130.130.130.131,407.00 0.120.120.130.130.131,422.00 (N/A)(N/A)(N/A)0.120.121,437.00 Page 24 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed B Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) 10-yearStorm Event years10Return Event min1,440.00Duration in3.8Depth min35.92Time of Concentration (Composite) acres7.039Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.000.000.000.00615.00 0.030.020.020.010.01630.00 0.070.060.050.040.03645.00 0.130.110.100.090.08660.00 0.230.200.180.160.14675.00 0.530.400.340.290.25690.00 2.831.991.420.970.70705.00 7.276.715.874.873.79720.00 6.006.597.077.427.44735.00 3.423.814.254.785.37750.00 2.142.332.542.803.09765.00 1.511.611.711.831.97780.00 1.191.241.291.361.43795.00 0.991.021.061.101.14810.00 0.850.870.900.930.96825.00 0.760.770.790.810.83840.00 0.690.700.710.720.74855.00 0.640.650.660.670.67870.00 0.610.610.620.630.63885.00 0.580.580.590.590.60900.00 0.550.550.560.560.57915.00 0.520.520.530.530.54930.00 0.490.490.500.500.51945.00 0.460.460.470.470.48960.00 0.430.440.440.450.45975.00 0.420.420.420.430.43990.00 0.400.410.410.410.411,005.00 0.390.400.400.400.401,020.00 0.380.390.390.390.391,035.00 0.370.370.380.380.381,050.00 0.360.360.370.370.371,065.00 0.350.350.360.360.361,080.00 0.340.340.340.350.351,095.00 Page 25 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed B Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.330.330.330.340.341,110.00 0.320.320.320.320.331,125.00 0.310.310.310.310.321,140.00 0.300.300.300.300.301,155.00 0.280.290.290.290.291,170.00 0.270.280.280.280.281,185.00 0.260.260.270.270.271,200.00 0.250.250.260.260.261,215.00 0.250.250.250.250.251,230.00 0.250.250.250.250.251,245.00 0.240.240.240.240.241,260.00 0.240.240.240.240.241,275.00 0.240.240.240.240.241,290.00 0.240.240.240.240.241,305.00 0.230.240.240.240.241,320.00 0.230.230.230.230.231,335.00 0.230.230.230.230.231,350.00 0.230.230.230.230.231,365.00 0.230.230.230.230.231,380.00 0.220.220.230.230.231,395.00 0.220.220.220.220.221,410.00 0.220.220.220.220.221,425.00 (N/A)(N/A)(N/A)(N/A)0.221,440.00 Page 26 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed B Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) 100-yearStorm Event years100Return Event min1,440.00Duration in6.5Depth min35.92Time of Concentration (Composite) acres7.039Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.000.000.000.00462.00 0.020.020.010.010.01477.00 0.040.030.030.030.02492.00 0.060.060.050.050.04507.00 0.090.090.080.070.07522.00 0.130.120.120.110.10537.00 0.170.160.160.150.14552.00 0.210.200.190.190.18567.00 0.250.240.230.220.22582.00 0.310.300.290.270.26597.00 0.390.380.360.340.33612.00 0.500.480.450.430.41627.00 0.640.610.580.550.52642.00 0.840.790.750.710.68657.00 1.131.061.000.940.89672.00 1.781.571.411.301.21687.00 6.294.763.502.712.17702.00 17.5415.6913.4210.828.43717.00 16.0717.4318.5118.8118.65732.00 8.9510.0511.3812.8914.49747.00 5.295.806.457.167.97762.00 3.553.804.104.434.83777.00 2.692.822.973.143.33792.00 2.192.272.362.462.57807.00 1.851.911.972.042.11822.00 1.631.671.711.761.80837.00 1.471.501.531.561.60852.00 1.361.381.401.421.44867.00 1.281.301.311.331.34882.00 1.211.231.241.251.27897.00 1.151.161.181.191.20912.00 1.091.101.111.121.14927.00 1.021.041.051.061.07942.00 Page 27 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed B Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.960.970.981.001.01957.00 0.900.910.920.940.95972.00 0.870.870.880.890.90987.00 0.840.840.850.860.861,002.00 0.810.820.820.830.831,017.00 0.790.800.800.810.811,032.00 0.770.770.780.780.791,047.00 0.750.750.750.760.761,062.00 0.720.730.730.740.741,077.00 0.700.700.710.710.721,092.00 0.680.680.690.690.691,107.00 0.650.660.660.670.671,122.00 0.630.630.640.640.651,137.00 0.610.610.620.620.621,152.00 0.580.590.590.600.601,167.00 0.560.560.570.570.581,182.00 0.540.540.540.550.551,197.00 0.520.520.520.530.531,212.00 0.510.510.510.510.511,227.00 0.500.500.500.500.501,242.00 0.490.490.490.500.501,257.00 0.490.490.490.490.491,272.00 0.480.480.490.490.491,287.00 0.480.480.480.480.481,302.00 0.470.480.480.480.481,317.00 0.470.470.470.470.471,332.00 0.470.470.470.470.471,347.00 0.460.460.460.460.461,362.00 0.460.460.460.460.461,377.00 0.450.450.450.450.461,392.00 0.450.450.450.450.451,407.00 0.440.440.440.450.451,422.00 (N/A)(N/A)(N/A)0.440.441,437.00 Page 28 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Franciscan_Pre-developed Drainage Calculations Index Watershed B (Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year))...23, 24 Watershed B (Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year))...27, 28 Watershed B (Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year))...25, 26 Watershed B (Time of Concentration Calculations, 2 years (City of Carmel Storm 2- year))...11, 12, 13, 14 Watershed B (Runoff CN-Area, 2 years (City of Carmel Storm 2-year))...16 Watershed A (Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year))...17, 18 Watershed A (Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year))...21, 22 Watershed A (Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year))...19, 20 Watershed A (Time of Concentration Calculations, 2 years (City of Carmel Storm 2- year))...8, 9, 10 Watershed A (Runoff CN-Area, 2 years (City of Carmel Storm 2-year))...15 W NRCS Type II (Time-Depth Curve, 2 years (City of Carmel Storm 2-year))...6, 7 NRCS Type II (Time-Depth Curve, 100 years (City of Carmel Storm 100-year))...2, 3 NRCS Type II (Time-Depth Curve, 10 years (City of Carmel Storm 10-year))...4, 5 N Master Network Summary...1 M Page 29 of 2927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterPre-dev Drainage Calc.ppc Appendix B Allowable Release Rate Calculations 12 14 15 16 13 4445 46 11 10 9 WATERSHED TOTAL AREA = 12.121 AC ALLOWABLE RATES (CARMEL): Q10YR = 0.10 x 12.121 = 1.212 CFS Q100YR = 0.30 x 12.121 = 3.636 CFS TITLE:PROJECT: Date: SCALE: PROJECT NO: SHEET No. 1 of 1 06-19-2019 180235-20000 1"=120' CARMEL, IN FRANCISCAN HEALTH FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE CALCULATIONS EXHIBIT ALLOWABLE RATES Appendix C Post-Developed Conditions Exhibit and Calculations 12 14 15 16 13 11 10 TITLE:PROJECT: Date: SCALE: PROJECT NO: SHEET No. (317) 844-6777 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 www.cripe.biz REAL ESTATE SERVICES SURVEY +3D LASER SCANNING ENERGY + FACILITIES EQUIPMENT PLANNING CIVIL ENGINEERING ARCHITECTUREARCHITECTURE + INTERIORS \\cripe\Projects\2018\180235\20000\calcs\Engr\Detention\Prelim\1st Submittal\CAD Exhibits\2019-06-06_Post-Developed Watershed Exhibit.dwg, June 19, 2019 4:07 PM, JACLYN ALTSTADT, © Paul I. Cripe, Inc.1 of 1 06-19-2019 180235-20000 1"=120' CARMEL, IN FRANCISCAN HEALTH FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE CONDITIONS EXHIBIT POST-DEVELOPED StormTech SC-740 Chamber Designed to meet the most stringent industry performance standards for superior structural integrity while providing designers with a cost-effective method to save valuable land and protect water resources. The StormTech system is designed primarily to be used under parking lots thus maximizing land usage for commercial and municipal applications. 90.7" (2300 mm) 51.0" (1295 mm) 85.4" (2170 mm) INSTALLED ACCEPTS 4"(100 SCH 40 PIPE FOR OPTIONAL INSPECTION PORT 30.0" (762 mm) 8" (203 mm) 24" (610 mm) DIA. MAX SC-740 End Cap StormTech SC-740 Chamber (not to scale) Nominal Chamber Specifications Size (L x W x H) 85.4" x 51.0" x 30.0" (2170 x 1295 x 762 mm) Chamber Storage 45.9 ft 3 (1.30 m 3) Minimum Installed Storage* 74.9 ft 3 (2.12 m 3) Weight 74.0 lbs (33.6 kg) Shipping 30 chambers/pallet 60 end caps/pallet 12 pallets/truck SC-740 Chamber INCREASE COVER TO 24"(610 MM) FOR UNPAVED INSTALLATI ON WHERE RUTTING FROM VEHICLES MAY OCCUR, 30" (762 mm) SC-740 DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER* 6"(150 mm) MIN. 12" MIN. (305 mm) TYP. 6" (150 mm) MIN. 18" (460 mm) MIN. 96"(2440 mm) MAX. DESIGN ENGINEER IS RESPONSIBLE FORENSURINGTHEREQUIREDBEARINGCAPACITY OF SUBGRADE SOILS* 51" (1295 mm) MIN.6"(150 mm) MIN. PAVEMENT 3/4-2"(19-50 mm)CLEAN,CRUSHED,ANGULAR STONE SC-740 CHAMBER SC-740 END CAPADS601GEOTEXTILEOREQUAL THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOREARTHANDLIVELOADS,WITH CONSIDERATIO N FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,<35%FINES. COMPACT IN 6"(150 mm)LIFTS TO 95% STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEP TABLE FILL MATERI ALS. CHAMBERS SHALL MEET ASTM F 2922-12 “STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATEDWALL STORMWATER COLLECTION CHAMBERS.” THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSA RY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS Typical Cross Section Detail (not to scale) MADE IN THE U.S.A. Printed on recycled paperPrinted in U.S.A. © Copyright. All rights reserved. StormTech LLC, 2007 S16-090508 20BeaverRoad,Suite104 Wethersfield Connecticut 06109 860.529.8188 888.892.2694 fax866.328.8401 fax860-529-8040 www.stormtech.com STANDARD LIMITED WARRANTY OF STORMTECH LLC ("STORMTECH"): PRODUCTS (A) This Limited Warranty applies solely to the StormTech chambers and endplates manufactured byStormTechandsoldtotheoriginalpurchaser(the“Purchaser”).Thechambersandendplates are collectively referred to as the “Products.” (B) The structural integrity of the Products, when installed strictly in accordance with StormTech's written installation instructions at the time of installation, are warranted to the Purchaser against defective materials and workmanship for one (1) year from the date of purchase. Should a de- fect appear in the Limited Warranty period, the Purchaser shall provide StormTech with written notice of the alleged defect at StormTech’s corporate headquarters within ten (10) days of the discovery of the defect. The notice shall describe the alleged defect in reasonable detail. StormTech agrees to supply replacements for those Products determined by StormTech to be defective and covered by this Limited Warranty. The supply of replacement products is the sole remedy of the Purchaser for breaches of this Limited Warranty. StormTech’s liability specifically excludes the cost of removal and/or installation of the Products. (C)THIS LIMITED WARRANTY IS EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE PRODUCTS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANT-ABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. (D) This Limited Warranty only applies to the Products when the Products are installed in a single layer. UNDER NO CIRCUMSTANCES, SHALL THE PRODUCTS BE INSTALLED IN A MULTI-LAYER CONFIGURATION. (E) No representative of StormTech has the authority to change this Limited Warranty in any manner or to extend this Limited Warranty. This Limited Warranty does not apply to any person other than to the Purchaser. (F) Under no circumstances shall StormTech be liable to the Purchaser or to any third party for prod- uct liability claims; claims arising from the design, shipment, or installation of the Products, or the cost of other goods or services related to the purchase and installation of the Products. For this Limited Warranty to apply, the Products must be installed in accordance with all site condi- tions required by state and local codes; all other applicable laws; and StormTech’s written in- stallation instructions. (G)THE LIMITED WARRANTY DOES NOT EXTEND TO INCIDENTAL, CONSEQUENTIAL, SPE- CIAL OR INDIRECT DAMAGES. STORMTECH SHALL NOT BE LIABLE FOR PENALTIES OR LIQUIDATED DAMAGES, INCLUDING LOSS OF PRODUCTION AND PROFITS; LABOR AND MATERIALS; OVERHEAD COSTS; OR OTHER LOSS OR EXPENSE INCURRED BY THE PURCHASER OR ANY THIRD PARTY. SPECIFICALLY EXCLUDED FROM LIMITED WAR- RANTY COVERAGE ARE DAMAGE TO THE PRODUCTS ARISING FROM ORDINARY WEAR AND TEAR; ALTERATION, ACCIDENT, MISUSE, ABUSE OR NEGLECT; THE PRODUCTS BEING SUBJECTED TO VEHICLE TRAFFIC OR OTHER CONDITIONS WHICH ARE NOT PERMITTED BY STORMTECH’S WRITTEN SPECIFICATIONS OR INSTALLATION INSTRUC- TIONS; FAILURE TO MAINTAIN THE MINIMUM GROUND COVERS SET FORTH IN THE INSTALLATION INSTRUCTIONS; THE PLACEMENT OF IMPROPER MATERIALS INTO THE PRODUCTS; FAILURE OF THE PRODUCTS DUE TO IMPROPER SITING OR IMPROPER SIZING; OR ANY OTHER EVENT NOT CAUSED BY STORMTECH. THIS LIMITED WAR- RANTY REPRESENTS STORMTECH’S SOLE LIABILITY TO THE PURCHASER FOR CLAIMS RELATED TO THE PRODUCTS, WHETHER THE CLAIM IS BASED UPON CON- TRACT, TORT, OR OTHER LEGAL THEORY. Amount of Stone Per Chamber Note: Volumes are in cubic yards (cubic meters) per chamber. Assumes 6" (150 mm) of separation between chamber rows and 18" (460 mm) of cover. The volume of excavation will vary as the depth of the cover increases. Volume of Excavation Per Chamber Stone Foundation Depth 6" (150 mm) 12" (305 mm) 18" (460 mm) StormTech SC-740 5.5 (4.2) 6.2 (4.7) 6.8 (5.2) Note: Storage volumes are in cubic feet per chamber. Assumes 40% porosity for the stone plus the chamber volume. Storage Volume Per Chamber Bare Chamber and Stone Chamber Stone Foundation Depth Storage in. (mm) ft3 (m3)6(150) 12(305) 18(460) StormTech SC-740 45.9 (1.3) 74.9 (2.1) 81.7 (2.3) 88.4 (2.5) Note: Assumes 6" (150 mm) of stone above, and between chambers. Stone Foundation Depth ENGLISH TONS (CUBIC YARDS) 6" 12" 18" StormTech SC-740 3.8 (2.8 yd 3)4.6 (3.3 yd 3)5.5 (3.9 yd 3) METRIC KILOGRAMS (METER 3)150 mm 305 mm 460 mm StormTech SC-740 3450 (2.1 m 3)4170(2.5m3)4490(3.0m3) 42(1067) 45.90(1.300) 74.90(2.121) 41 (1041) 45.90 (1.300) 73.77 (2.089) 40 (1016) 45.90 (1.300) 72.64 (2.057) 39 (991) 45.90 (1.300) 71.52 (2.025) 38 (965) 45.90 (1.300) 70.39 (1.993) 37 (948) 45.90 (1.300) 69.26 (1.961) 36 (914) 45.90 (1.300) 68.14 (1.929) 35 (889) 45.85 (1.298) 66.98 (1.897) 34 (864) 45.69 (1.294) 65.75 (1.862) 33 (838) 45.41 (1.286) 64.46 (1.825) 32 (813) 44.81 (1.269) 62.97 (1.783) 31 (787) 44.01 (1.246) 61.36 (1.737) 30 (762) 43.06 (1.219) 59.66 (1.689) 29 (737) 41.98 (1.189) 57.89 (1.639) 28 (711) 40.80 (1.155) 56.05 (1.587) 27 (686) 39.54 (1.120) 54.17 (1.534) 26 (660) 38.18 (1.081) 52.23 (1.479) 25 (635) 36.74 (1.040) 50.23 (1.422) 24 (610) 35.22 (0.977) 48.19 (1.365) 23 (584) 33.64 (0.953) 46.11 (1.306) 22 (559) 31.99 (0.906) 44.00 (1.246) 21 (533) 30.29 (0.858) 41.85 (1.185) 20 (508) 28.54 (0.808) 39.67 (1.123) 19 (483) 26.74 (0.757) 37.47 (1.061) 18 (457) 24.89 (0.705) 35.23 (0.997) 17 (432) 23.00 (0.651) 32.96 (0.939) 16 (406) 21.06 (0.596) 30.68 (0.869) 15 (381) 19.09 (0.541) 28.36 (0.803) 14 (356) 17.08 (0.484) 26.03 (0.737) 13 (330) 15.04 (0.426) 23.68 (0.670) 12 (305) 12.97 (0.367) 21.31 (0.608) 11 (279) 10.87 (0.309) 18.92 (0.535) 10 (254) 8.74 (0.247) 16.51 (0.468) 9(229) 6.58(0.186) 14.09(0.399) 8(203) 4.41(0.125) 11.66(0.330) 7(178) 2.21(0.063) 9.21(0.264) 6(152) 0 6.76(0.191) 5(127) 0 5.63(0.160) 4(102) 0 4.51(0.125) 3(76) 0 3.38(0.095) 2(51) 0 2.25(0.064) 1(25) 0 1.13(0.032) Depth of Water Cumulative Total System inSystem ChamberStorage CumulativeStorage Inches (mm) Ft 3 (m3)Ft3(m3) SC-740 Cumulative Storage Volumes Per Chamber Assumes 40% Stone Porosity. Calculations are Based Upon a 6" (152 mm) Stone Base Under the Chambers. Stone Cover Note: Add 1.13 cu. ft. (0.032 m 3)ofstorageforeachadditional inch (25 mm) of stone foundation. Stone Foundation 45.0" (1143 mm) StormTech MC-3500 Chamber (not to scale) Nominal Chamber Specifications Size (L x W x H)90" (2286 mm) x 77” (1956 mm) x 45" (1143 mm) Chamber Storage 109.9 ft3 (3.11 m3) Min. Installed Storage*178.9 ft3 (5.06 m3) Weight 134 lbs (60.8 kg) Shipping 15 chambers/pallet 7 end caps/pallet 7 pallets/truck StormTech MC-3500 End Cap (not to scale) Nominal End Cap Specifications Size (L x W x H)25.7" (653 mm) x 75" (1905 mm) x 45" (1143 mm) End Cap Storage 14.9 ft3 (0.42 m3) Min. Installed Storage*46.0 ft3 (1.30 m3) Weight 49 lbs (22.2 kg) * This assumes a minimum of 12" (305 mm) of stone above, 9" (229 mm) of stone below chambers, 9" (229 mm) of row spacing, and 40% stone porosity. * This assumes a minimum of 12” (305mm) of stone above, 9” (229 mm) of stone below, 9” (229 mm) row spacing, 6” (152 mm) of stone perimeter, and 40% stone porosity. StormTech MC-3500 Chamber Designed to meet the most stringent industry performance standards for superior struc- tural integrity while providing designers with a cost-effective method to save valuable land and protect water resources. The StormTech system is designed primarily to be used under parking lots thus maximiz- ing land usage for commercial and municipal applications.MC-3500 Chamber General Cross Section NOTE: Assumes 40% porosity for the stone plus the chamber/end cap volume. End Cap volume assumes 6” (152mm) stone perimeter. Storage Volume Per Chamber/End Cap ft3 (m3) Bare Chamber/End Cap and Stone Unit Volume — Stone Foundation Storage Depth in. (mm) ft3 (m3)9 (229)12 (305)15 (381)18 (457) MC-3500 Chamber 109.9 (3.11)178.9 (5.06)184.0 (5.21)189.2 (5.36)194.3 (5.5) MC-3500 End Cap 14.9 (0.42)46.0 (1.33)47.7 (1.35)49.4 (1.40)51.1 (1.45 ) Amount of Stone Per Chamber NOTE: Assumes 12" (305 mm) of stone above, and 9" (229 mm) row spacing, and 6” (152mm) of perimeter stone in front of end caps. ENGLISH Stone Foundation Depth tons (yd3)9 in.12 in.15 in. 18 in. MC-3500 9.1 (6.4)9.7 (6.9)10.4 (7.3)11.1 (7.8) End Cap 4.1 (2.9)4.3 (3.0)4.5 (3.2)4.7 (3.3) METRIC kg (m3)229 mm 305 mm 381 mm 457 mm MC-3500 8220 (4.9)8831 (5.3)9443 (5.6)10054 (6.0) End Cap 3699 (2.2)3900 (2.3)4100 (2.4)4301 (2.6) Volume of Excavation Per Chamber/End Cap in yd3 (m3) NOTE:Assumes 9" (229 mm) of separation between chamber rows, 6" (152 mm) of perimeter in front of end caps, and 24” (610 mm) of cover. The volume of excavation will vary as depth of cover increases. Stone Foundation Depth in. (mm) 9 (229)12 (305)15 (381) 18 (457) MC-3500 12.4 (9.5)12.8 (9.8)13.3 (10.2)13.8 (10.5) End Cap 4.1 (3.1)4.2 (3.2)4.4 (3.3)4.5 (3.5) ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.com. Advanced Drainage Systems, the ADS logo, and the green stripe are registered trademarks of Advanced Drainage Systems. StormTech®is a registered trademark of StormTech, Inc The Green Building Council Member logo is a registered trademark of the U.S. Green Building Council. S150909 03/2014 © 2014 Advanced Drainage Systems, Inc. Printed on recycled paper 70 Inwood Road, Suite 3 Rocky Hill Connecticut 06067 860.529.8188 888.892.2694 fax 866.328.8401 fax 860-529-8040 www.stormtech.com Detention • Retention • Water Quality A division of Chamber Model - MC-3500 Units -Imperial Number of Chambers - 97 Number of End Caps -20 Voids in the stone (porosity) - 40 % Base of STONE Elevation -826.74 ft Amount of Stone Above Chambers - 12 in Amount of Stone Below Chambers -12 in Area of system -6808 sf Min. Area - Height of System Increment al Single Chamber Increment al Single End Cap Increment al Chambers Increment al End Cap Increment al Stone Increment al Ch, EC and Stone Cumulativ e System Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 69 0.00 0.00 0.00 0.00 226.93 226.93 22236.80 832.49 68 0.00 0.00 0.00 0.00 226.93 226.93 22009.87 832.41 67 0.00 0.00 0.00 0.00 226.93 226.93 21782.93 832.32 66 0.00 0.00 0.00 0.00 226.93 226.93 21556.00 832.24 65 0.00 0.00 0.00 0.00 226.93 226.93 21329.07 832.16 64 0.00 0.00 0.00 0.00 226.93 226.93 21102.13 832.07 63 0.00 0.00 0.00 0.00 226.93 226.93 20875.20 831.99 62 0.00 0.00 0.00 0.00 226.93 226.93 20648.27 831.91 61 0.00 0.00 0.00 0.00 226.93 226.93 20421.33 831.82 60 0.00 0.00 0.00 0.00 226.93 226.93 20194.40 831.74 59 0.00 0.00 0.00 0.00 226.93 226.93 19967.47 831.66 58 0.00 0.00 0.00 0.00 226.93 226.93 19740.53 831.57 57 0.06 0.00 5.63 0.00 224.68 230.31 19513.60 831.49 56 0.19 0.02 18.83 0.48 219.21 238.52 19283.28 831.41 55 0.29 0.04 28.51 0.75 215.23 244.49 19044.77 831.32 54 0.40 0.05 39.15 1.03 210.86 251.04 18800.27 831.24 53 0.69 0.07 66.66 1.35 199.73 267.74 18549.23 831.16 52 1.03 0.09 99.74 1.76 186.33 287.84 18281.49 831.07 51 1.25 0.11 121.20 2.14 177.59 300.94 17993.65 830.99 50 1.42 0.13 137.96 2.53 170.74 311.22 17692.71 830.91 49 1.57 0.14 152.59 2.89 164.74 320.22 17381.49 830.82 48 1.71 0.16 165.59 3.26 159.39 328.24 17061.27 830.74 47 1.83 0.18 177.36 3.63 154.53 335.53 16733.02 830.66 46 1.94 0.20 187.96 4.01 150.14 342.12 16397.49 830.57 45 2.04 0.22 197.96 4.37 146.00 348.33 16055.37 830.49 44 2.13 0.23 207.06 4.70 142.23 353.99 15707.04 830.41 43 2.22 0.25 215.75 5.01 138.63 359.39 15353.05 830.32 42 2.31 0.27 223.76 5.31 135.31 364.38 14993.66 830.24 41 2.38 0.28 231.32 5.60 132.16 369.09 14629.29 830.16 40 2.46 0.29 238.53 5.88 129.17 373.58 14260.20 830.07 39 2.53 0.31 245.23 6.16 126.38 377.77 13886.62 829.99 38 2.59 0.32 251.59 6.42 123.73 381.74 13508.85 829.91 37 2.66 0.33 257.64 6.69 121.20 385.53 13127.11 829.82 36 2.72 0.35 263.37 6.94 118.81 389.12 12741.58 829.74 35 2.77 0.36 268.82 7.20 116.53 392.54 12352.46 829.66 34 2.82 0.37 273.99 7.45 114.36 395.80 11959.92 829.57 33 2.88 0.38 278.92 7.69 112.29 398.90 11564.13 829.49 32 2.92 0.40 283.64 7.92 110.31 401.87 11165.23 829.41 31 2.97 0.41 288.08 8.15 108.44 404.67 10763.36 829.32 30 3.01 0.42 292.21 8.37 106.70 407.28 10358.69 829.24 29 3.05 0.43 296.17 8.59 105.03 409.79 9951.40 829.16 28 3.09 0.44 300.14 8.81 103.35 412.31 9541.62 829.07 27 3.13 0.45 303.66 9.02 101.86 414.54 9129.31 828.99 26 3.17 0.46 307.07 9.22 100.42 416.71 8714.77 828.91 25 3.20 0.47 310.35 9.41 99.03 418.79 8298.06 828.82 24 3.23 0.48 313.42 9.60 97.73 420.75 7879.28 828.74 23 3.26 0.49 316.36 9.78 96.48 422.62 7458.53 828.66 22 3.29 0.50 319.16 9.96 95.29 424.40 7035.91 828.57 21 3.32 0.51 321.84 10.13 94.15 426.12 6611.51 828.49 20 3.34 0.51 324.38 10.29 93.07 427.74 6185.39 828.41 19 3.37 0.52 326.76 10.44 92.05 429.25 5757.66 828.32 18 3.39 0.53 329.07 10.59 91.07 430.73 5328.41 828.24 17 3.41 0.54 331.21 10.73 90.16 432.10 4897.67 828.16 16 3.44 0.54 333.39 10.86 89.23 433.49 4465.58 828.07 15 3.46 0.55 335.40 10.99 88.38 434.76 4032.09 827.99 14 3.48 0.56 337.43 11.10 87.52 436.06 3597.32 827.91 13 3.51 0.59 339.99 11.90 86.18 438.07 3161.27 827.82 12 0.00 0.00 0.00 0.00 226.93 226.93 2723.20 827.74 11 0.00 0.00 0.00 0.00 226.93 226.93 2496.27 827.66 10 0.00 0.00 0.00 0.00 226.93 226.93 2269.33 827.57 9 0.00 0.00 0.00 0.00 226.93 226.93 2042.40 827.49 8 0.00 0.00 0.00 0.00 226.93 226.93 1815.47 827.41 7 0.00 0.00 0.00 0.00 226.93 226.93 1588.53 827.32 6 0.00 0.00 0.00 0.00 226.93 226.93 1361.60 827.24 5 0.00 0.00 0.00 0.00 226.93 226.93 1134.67 827.16 4 0.00 0.00 0.00 0.00 226.93 226.93 907.73 827.07 3 0.00 0.00 0.00 0.00 226.93 226.93 680.80 826.99 2 0.00 0.00 0.00 0.00 226.93 226.93 453.87 826.91 1 0.00 0.00 0.00 0.00 226.93 226.93 226.93 826.82 5319 sf min. area StormTech MC-3500 Cumulative Storage Volumes Include Perimeter Stone in Calculations Click Here for Chamber Model - MC-3500 Units -Imperial Number of Chambers - 79 Number of End Caps -14 Voids in the stone (porosity) - 40 % Base of STONE Elevation -826.60 ft Amount of Stone Above Chambers - 12 in Amount of Stone Below Chambers -12 in Area of system -5642 sf Min. Area - Height of System Increment al Single Chamber Increment al Single End Cap Increment al Chambers Increment al End Cap Increment al Stone Increment al Ch, EC and Stone Cumulativ e System Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 69 0.00 0.00 0.00 0.00 188.07 188.07 18313.73 832.35 68 0.00 0.00 0.00 0.00 188.07 188.07 18125.66 832.27 67 0.00 0.00 0.00 0.00 188.07 188.07 17937.59 832.18 66 0.00 0.00 0.00 0.00 188.07 188.07 17749.53 832.10 65 0.00 0.00 0.00 0.00 188.07 188.07 17561.46 832.02 64 0.00 0.00 0.00 0.00 188.07 188.07 17373.39 831.93 63 0.00 0.00 0.00 0.00 188.07 188.07 17185.33 831.85 62 0.00 0.00 0.00 0.00 188.07 188.07 16997.26 831.77 61 0.00 0.00 0.00 0.00 188.07 188.07 16809.19 831.68 60 0.00 0.00 0.00 0.00 188.07 188.07 16621.13 831.60 59 0.00 0.00 0.00 0.00 188.07 188.07 16433.06 831.52 58 0.00 0.00 0.00 0.00 188.07 188.07 16244.99 831.43 57 0.06 0.00 4.59 0.00 186.23 190.82 16056.93 831.35 56 0.19 0.02 15.33 0.33 181.80 197.47 15866.11 831.27 55 0.29 0.04 23.22 0.53 178.57 202.32 15668.64 831.18 54 0.40 0.05 31.89 0.72 175.02 207.63 15466.32 831.10 53 0.69 0.07 54.29 0.95 165.97 221.21 15258.69 831.02 52 1.03 0.09 81.24 1.24 155.08 237.55 15037.48 830.93 51 1.25 0.11 98.71 1.50 147.98 248.19 14799.94 830.85 50 1.42 0.13 112.36 1.77 142.42 256.54 14551.74 830.77 49 1.57 0.14 124.28 2.02 137.55 263.85 14295.20 830.68 48 1.71 0.16 134.87 2.28 133.21 270.35 14031.35 830.60 47 1.83 0.18 144.45 2.54 129.27 276.26 13761.00 830.52 46 1.94 0.20 153.08 2.81 125.71 281.60 13484.74 830.43 45 2.04 0.22 161.23 3.06 122.35 286.64 13203.13 830.35 44 2.13 0.23 168.64 3.29 119.29 291.22 12916.50 830.27 43 2.22 0.25 175.71 3.51 116.38 295.60 12625.27 830.18 42 2.31 0.27 182.24 3.72 113.68 299.64 12329.68 830.10 41 2.38 0.28 188.40 3.92 111.14 303.46 12030.04 830.02 40 2.46 0.29 194.27 4.12 108.71 307.10 11726.58 829.93 39 2.53 0.31 199.73 4.31 106.45 310.49 11419.48 829.85 38 2.59 0.32 204.91 4.50 104.31 313.71 11108.99 829.77 37 2.66 0.33 209.83 4.68 102.26 316.77 10795.29 829.68 36 2.72 0.35 214.49 4.86 100.33 319.68 10478.51 829.60 35 2.77 0.36 218.93 5.04 98.48 322.45 10158.84 829.52 34 2.82 0.37 223.15 5.21 96.72 325.08 9836.39 829.43 33 2.88 0.38 227.16 5.38 95.05 327.59 9511.30 829.35 32 2.92 0.40 231.01 5.54 93.45 330.00 9183.71 829.27 31 2.97 0.41 234.62 5.71 91.94 332.26 8853.71 829.18 30 3.01 0.42 237.98 5.86 90.53 334.37 8521.45 829.10 29 3.05 0.43 241.21 6.02 89.18 336.40 8187.08 829.02 28 3.09 0.44 244.45 6.17 87.82 338.43 7850.68 828.93 27 3.13 0.45 247.31 6.31 86.62 340.24 7512.24 828.85 26 3.17 0.46 250.09 6.45 85.45 341.99 7172.00 828.77 25 3.20 0.47 252.76 6.59 84.33 343.67 6830.01 828.68 24 3.23 0.48 255.26 6.72 83.27 345.25 6486.34 828.60 23 3.26 0.49 257.65 6.85 82.27 346.77 6141.08 828.52 22 3.29 0.50 259.93 6.97 81.31 348.21 5794.32 828.43 21 3.32 0.51 262.12 7.09 80.38 349.59 5446.11 828.35 20 3.34 0.51 264.19 7.20 79.51 350.90 5096.52 828.27 19 3.37 0.52 266.12 7.31 78.69 352.13 4745.62 828.18 18 3.39 0.53 268.01 7.41 77.90 353.32 4393.49 828.10 17 3.41 0.54 269.75 7.51 77.16 354.42 4040.17 828.02 16 3.44 0.54 271.52 7.60 76.42 355.54 3685.75 827.93 15 3.46 0.55 273.16 7.69 75.73 356.58 3330.20 827.85 14 3.48 0.56 274.82 7.77 75.03 357.62 2973.63 827.77 13 3.51 0.59 276.90 8.33 73.97 359.21 2616.01 827.68 12 0.00 0.00 0.00 0.00 188.07 188.07 2256.80 827.60 11 0.00 0.00 0.00 0.00 188.07 188.07 2068.73 827.52 10 0.00 0.00 0.00 0.00 188.07 188.07 1880.67 827.43 9 0.00 0.00 0.00 0.00 188.07 188.07 1692.60 827.35 8 0.00 0.00 0.00 0.00 188.07 188.07 1504.53 827.27 7 0.00 0.00 0.00 0.00 188.07 188.07 1316.47 827.18 6 0.00 0.00 0.00 0.00 188.07 188.07 1128.40 827.10 5 0.00 0.00 0.00 0.00 188.07 188.07 940.33 827.02 4 0.00 0.00 0.00 0.00 188.07 188.07 752.27 826.93 3 0.00 0.00 0.00 0.00 188.07 188.07 564.20 826.85 2 0.00 0.00 0.00 0.00 188.07 188.07 376.13 826.77 1 0.00 0.00 0.00 0.00 188.07 188.07 188.07 826.68 4293 sf min. area StormTech MC-3500 Cumulative Storage Volumes Include Perimeter Stone in Calculations Click Here for Chamber Model - MC-3500 Units -Imperial Number of Chambers - 78 Number of End Caps -12 Voids in the stone (porosity) - 40 % Base of STONE Elevation -826.29 ft Amount of Stone Above Chambers - 12 in Amount of Stone Below Chambers -12 in Area of system -5235 sf Min. Area - Height of System Increment al Single Chamber Increment al Single End Cap Increment al Chambers Increment al End Cap Increment al Stone Increment al Ch, EC and Stone Cumulativ e System Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 69 0.00 0.00 0.00 0.00 174.50 174.50 17293.71 832.04 68 0.00 0.00 0.00 0.00 174.50 174.50 17119.21 831.96 67 0.00 0.00 0.00 0.00 174.50 174.50 16944.71 831.87 66 0.00 0.00 0.00 0.00 174.50 174.50 16770.21 831.79 65 0.00 0.00 0.00 0.00 174.50 174.50 16595.71 831.71 64 0.00 0.00 0.00 0.00 174.50 174.50 16421.21 831.62 63 0.00 0.00 0.00 0.00 174.50 174.50 16246.71 831.54 62 0.00 0.00 0.00 0.00 174.50 174.50 16072.21 831.46 61 0.00 0.00 0.00 0.00 174.50 174.50 15897.71 831.37 60 0.00 0.00 0.00 0.00 174.50 174.50 15723.21 831.29 59 0.00 0.00 0.00 0.00 174.50 174.50 15548.71 831.21 58 0.00 0.00 0.00 0.00 174.50 174.50 15374.21 831.12 57 0.06 0.00 4.53 0.00 172.69 177.22 15199.71 831.04 56 0.19 0.02 15.14 0.29 168.33 183.76 15022.49 830.96 55 0.29 0.04 22.93 0.45 165.15 188.53 14838.74 830.87 54 0.40 0.05 31.48 0.62 161.66 193.76 14650.21 830.79 53 0.69 0.07 53.60 0.81 152.74 207.15 14456.45 830.71 52 1.03 0.09 80.21 1.06 141.99 223.26 14249.30 830.62 51 1.25 0.11 97.46 1.29 135.00 233.75 14026.04 830.54 50 1.42 0.13 110.93 1.52 129.52 241.97 13792.29 830.46 49 1.57 0.14 122.70 1.73 124.72 249.16 13550.32 830.37 48 1.71 0.16 133.16 1.95 120.46 255.57 13301.16 830.29 47 1.83 0.18 142.62 2.18 116.58 261.38 13045.59 830.21 46 1.94 0.20 151.15 2.41 113.08 266.63 12784.21 830.12 45 2.04 0.22 159.18 2.62 109.78 271.58 12517.58 830.04 44 2.13 0.23 166.51 2.82 106.77 276.10 12246.00 829.96 43 2.22 0.25 173.49 3.01 103.90 280.40 11969.90 829.87 42 2.31 0.27 179.93 3.19 101.25 284.37 11689.50 829.79 41 2.38 0.28 186.01 3.36 98.75 288.12 11405.13 829.71 40 2.46 0.29 191.81 3.53 96.37 291.70 11117.01 829.62 39 2.53 0.31 197.20 3.69 94.14 295.04 10825.31 829.54 38 2.59 0.32 202.31 3.85 92.03 298.20 10530.27 829.46 37 2.66 0.33 207.17 4.01 90.03 301.21 10232.07 829.37 36 2.72 0.35 211.78 4.16 88.12 304.07 9930.86 829.29 35 2.77 0.36 216.16 4.32 86.31 306.79 9626.80 829.21 34 2.82 0.37 220.32 4.47 84.58 309.37 9320.01 829.12 33 2.88 0.38 224.29 4.61 82.94 311.84 9010.64 829.04 32 2.92 0.40 228.08 4.75 81.37 314.20 8698.80 828.96 31 2.97 0.41 231.65 4.89 79.88 316.43 8384.60 828.87 30 3.01 0.42 234.97 5.02 78.50 318.50 8068.17 828.79 29 3.05 0.43 238.15 5.16 77.18 320.49 7749.67 828.71 28 3.09 0.44 241.35 5.28 75.84 322.48 7429.19 828.62 27 3.13 0.45 244.18 5.41 74.66 324.26 7106.70 828.54 26 3.17 0.46 246.92 5.53 73.52 325.97 6782.45 828.46 25 3.20 0.47 249.56 5.65 72.42 327.62 6456.48 828.37 24 3.23 0.48 252.03 5.76 71.38 329.17 6128.85 828.29 23 3.26 0.49 254.39 5.87 70.40 330.66 5799.68 828.21 22 3.29 0.50 256.64 5.98 69.45 332.07 5469.02 828.12 21 3.32 0.51 258.80 6.08 68.55 333.43 5136.96 828.04 20 3.34 0.51 260.84 6.17 67.69 334.71 4803.53 827.96 19 3.37 0.52 262.75 6.27 66.89 335.91 4468.82 827.87 18 3.39 0.53 264.62 6.35 66.11 337.08 4132.91 827.79 17 3.41 0.54 266.33 6.44 65.39 338.16 3795.83 827.71 16 3.44 0.54 268.09 6.52 64.66 339.26 3457.66 827.62 15 3.46 0.55 269.70 6.59 63.98 340.28 3118.40 827.54 14 3.48 0.56 271.34 6.66 63.30 341.30 2778.12 827.46 13 3.51 0.59 273.40 7.14 62.29 342.82 2436.82 827.37 12 0.00 0.00 0.00 0.00 174.50 174.50 2094.00 827.29 11 0.00 0.00 0.00 0.00 174.50 174.50 1919.50 827.21 10 0.00 0.00 0.00 0.00 174.50 174.50 1745.00 827.12 9 0.00 0.00 0.00 0.00 174.50 174.50 1570.50 827.04 8 0.00 0.00 0.00 0.00 174.50 174.50 1396.00 826.96 7 0.00 0.00 0.00 0.00 174.50 174.50 1221.50 826.87 6 0.00 0.00 0.00 0.00 174.50 174.50 1047.00 826.79 5 0.00 0.00 0.00 0.00 174.50 174.50 872.50 826.71 4 0.00 0.00 0.00 0.00 174.50 174.50 698.00 826.62 3 0.00 0.00 0.00 0.00 174.50 174.50 523.50 826.54 2 0.00 0.00 0.00 0.00 174.50 174.50 349.00 826.46 1 0.00 0.00 0.00 0.00 174.50 174.50 174.50 826.37 4208 sf min. area StormTech MC-3500 Cumulative Storage Volumes Include Perimeter Stone in Calculations Click Here for Chamber Model - SC-740 Units -Imperial 97 Number of chambers -220 Voids in the stone (porosity) - 40 % Base of STONE Elevation -829.51 ft Amount of Stone Above Chambers - 12 in Amount of Stone Below Chambers -12 in Area of system -8409 sf Min. Area - Height of System Increment al Single Chamber Increment al Total Chamber Increment al Stone Increment al Ch & St Cumulativ e Chamber Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 54 0.00 0.00 280.30 280.30 21201.71 834.01 53 0.00 0.00 280.30 280.30 20921.41 833.93 52 0.00 0.00 280.30 280.30 20641.11 833.84 51 0.00 0.00 280.30 280.30 20360.81 833.76 50 0.00 0.00 280.30 280.30 20080.51 833.68 49 0.00 0.00 280.30 280.30 19800.21 833.59 48 0.00 0.00 280.30 280.30 19519.91 833.51 47 0.00 0.00 280.30 280.30 19239.61 833.43 46 0.00 0.00 280.30 280.30 18959.31 833.34 45 0.00 0.00 280.30 280.30 18679.01 833.26 44 0.00 0.00 280.30 280.30 18398.71 833.18 43 0.00 0.00 280.30 280.30 18118.41 833.09 42 0.05 12.10 275.46 287.56 17838.11 833.01 41 0.16 35.84 265.96 301.81 17550.55 832.93 40 0.28 62.03 255.49 317.52 17248.75 832.84 39 0.60 132.87 227.15 360.02 16931.23 832.76 38 0.80 176.38 209.75 386.13 16571.21 832.68 37 0.95 209.15 196.64 405.79 16185.08 832.59 36 1.07 236.39 185.74 422.14 15779.29 832.51 35 1.18 259.71 176.42 436.12 15357.16 832.43 34 1.27 278.45 168.92 447.37 14921.03 832.34 33 1.36 298.10 161.06 459.16 14473.66 832.26 32 1.45 319.90 152.34 472.24 14014.50 832.18 31 1.52 335.44 146.12 481.56 13542.26 832.09 30 1.58 348.11 141.06 489.17 13060.70 832.01 29 1.64 361.30 135.78 497.08 12571.53 831.93 28 1.70 373.89 130.74 504.64 12074.45 831.84 27 1.75 385.64 126.04 511.69 11569.81 831.76 26 1.80 396.62 121.65 518.27 11058.13 831.68 25 1.85 408.10 117.06 525.16 10539.86 831.59 24 1.89 416.48 113.71 530.19 10014.70 831.51 23 1.93 425.48 110.11 535.59 9484.51 831.43 22 1.97 434.50 106.50 541.00 8948.92 831.34 21 2.01 442.18 103.43 545.61 8407.92 831.26 20 2.04 449.90 100.34 550.24 7862.31 831.18 19 2.07 456.49 97.70 554.19 7312.07 831.09 18 2.10 463.08 95.07 558.15 6757.88 831.01 17 2.13 469.00 92.70 561.70 6199.73 830.93 16 2.15 473.85 90.76 564.61 5638.03 830.84 15 2.18 478.95 88.72 567.67 5073.42 830.76 14 2.20 483.64 86.84 570.48 4505.75 830.68 13 2.21 485.61 86.06 571.67 3935.27 830.59 12 0.00 0.00 280.30 280.30 3363.60 830.51 11 0.00 0.00 280.30 280.30 3083.30 830.43 10 0.00 0.00 280.30 280.30 2803.00 830.34 9 0.00 0.00 280.30 280.30 2522.70 830.26 8 0.00 0.00 280.30 280.30 2242.40 830.18 7 0.00 0.00 280.30 280.30 1962.10 830.09 6 0.00 0.00 280.30 280.30 1681.80 830.01 5 0.00 0.00 280.30 280.30 1401.50 829.93 4 0.00 0.00 280.30 280.30 1121.20 829.84 3 0.00 0.00 280.30 280.30 840.90 829.76 2 0.00 0.00 280.30 280.30 560.60 829.68 1 0.00 0.00 280.30 280.30 280.30 829.59 7437 sf min. area StormTech SC-740 Cumulative Storage Volumes Include Perimeter Stone in Calculations Click Here for Chamber Model - SC-740 Units -Imperial 97 Number of chambers -178 Voids in the stone (porosity) - 40 % Base of STONE Elevation -829.36 ft Amount of Stone Above Chambers - 15 in Amount of Stone Below Chambers -12 in Area of system -7056 sf Min. Area - Height of System Increment al Single Chamber Increment al Total Chamber Increment al Stone Increment al Ch & St Cumulativ e Chamber Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 57 0.00 0.00 235.20 235.20 18313.95 834.11 56 0.00 0.00 235.20 235.20 18078.75 834.03 55 0.00 0.00 235.20 235.20 17843.55 833.94 54 0.00 0.00 235.20 235.20 17608.35 833.86 53 0.00 0.00 235.20 235.20 17373.15 833.78 52 0.00 0.00 235.20 235.20 17137.95 833.69 51 0.00 0.00 235.20 235.20 16902.75 833.61 50 0.00 0.00 235.20 235.20 16667.55 833.53 49 0.00 0.00 235.20 235.20 16432.35 833.44 48 0.00 0.00 235.20 235.20 16197.15 833.36 47 0.00 0.00 235.20 235.20 15961.95 833.28 46 0.00 0.00 235.20 235.20 15726.75 833.19 45 0.00 0.00 235.20 235.20 15491.55 833.11 44 0.00 0.00 235.20 235.20 15256.35 833.03 43 0.00 0.00 235.20 235.20 15021.15 832.94 42 0.05 9.79 231.28 241.07 14785.95 832.86 41 0.16 29.00 223.60 252.60 14544.88 832.78 40 0.28 50.19 215.13 265.31 14292.28 832.69 39 0.60 107.51 192.20 299.70 14026.97 832.61 38 0.80 142.70 178.12 320.82 13727.26 832.53 37 0.95 169.22 167.51 336.73 13406.44 832.44 36 1.07 191.26 158.69 349.96 13069.71 832.36 35 1.18 210.13 151.15 361.28 12719.75 832.28 34 1.27 225.29 145.09 370.37 12358.47 832.19 33 1.36 241.19 138.72 379.92 11988.10 832.11 32 1.45 258.83 131.67 390.50 11608.19 832.03 31 1.52 271.40 126.64 398.04 11217.69 831.94 30 1.58 281.65 122.54 404.19 10819.65 831.86 29 1.64 292.33 118.27 410.60 10415.45 831.78 28 1.70 302.51 114.19 416.71 10004.86 831.69 27 1.75 312.02 110.39 422.41 9588.15 831.61 26 1.80 320.90 106.84 427.74 9165.74 831.53 25 1.85 330.19 103.12 433.31 8738.00 831.44 24 1.89 336.97 100.41 437.38 8304.68 831.36 23 1.93 344.25 97.50 441.75 7867.30 831.28 22 1.97 351.55 94.58 446.13 7425.55 831.19 21 2.01 357.77 92.09 449.86 6979.42 831.11 20 2.04 364.01 89.60 453.61 6529.56 831.03 19 2.07 369.34 87.46 456.81 6075.96 830.94 18 2.10 374.67 85.33 460.00 5619.15 830.86 17 2.13 379.46 83.42 462.88 5159.14 830.78 16 2.15 383.39 81.85 465.23 4696.27 830.69 15 2.18 387.52 80.19 467.71 4231.04 830.61 14 2.20 391.31 78.68 469.98 3763.33 830.53 13 2.21 392.90 78.04 470.94 3293.34 830.44 12 0.00 0.00 235.20 235.20 2822.40 830.36 11 0.00 0.00 235.20 235.20 2587.20 830.28 10 0.00 0.00 235.20 235.20 2352.00 830.19 9 0.00 0.00 235.20 235.20 2116.80 830.11 8 0.00 0.00 235.20 235.20 1881.60 830.03 7 0.00 0.00 235.20 235.20 1646.40 829.94 6 0.00 0.00 235.20 235.20 1411.20 829.86 5 0.00 0.00 235.20 235.20 1176.00 829.78 4 0.00 0.00 235.20 235.20 940.80 829.69 3 0.00 0.00 235.20 235.20 705.60 829.61 2 0.00 0.00 235.20 235.20 470.40 829.53 1 0.00 0.00 235.20 235.20 235.20 829.44 6017 sf min. area StormTech SC-740 Cumulative Storage Volumes Include Perimeter Stone in Calculations Click Here for Chamber Model - SC-740 Units -Imperial 97 Number of chambers -389 Voids in the stone (porosity) - 40 % Base of STONE Elevation -829.23 ft Amount of Stone Above Chambers - 15 in Amount of Stone Below Chambers -12 in Area of system -14900 sf Min. Area - Height of System Increment al Single Chamber Increment al Total Chamber Increment al Stone Increment al Ch & St Cumulativ e Chamber Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 57 0.00 0.00 496.67 496.67 39034.93 833.98 56 0.00 0.00 496.67 496.67 38538.26 833.90 55 0.00 0.00 496.67 496.67 38041.59 833.81 54 0.00 0.00 496.67 496.67 37544.93 833.73 53 0.00 0.00 496.67 496.67 37048.26 833.65 52 0.00 0.00 496.67 496.67 36551.59 833.56 51 0.00 0.00 496.67 496.67 36054.93 833.48 50 0.00 0.00 496.67 496.67 35558.26 833.40 49 0.00 0.00 496.67 496.67 35061.59 833.31 48 0.00 0.00 496.67 496.67 34564.93 833.23 47 0.00 0.00 496.67 496.67 34068.26 833.15 46 0.00 0.00 496.67 496.67 33571.59 833.06 45 0.00 0.00 496.67 496.67 33074.93 832.98 44 0.00 0.00 496.67 496.67 32578.26 832.90 43 0.00 0.00 496.67 496.67 32081.59 832.81 42 0.05 21.39 488.11 509.50 31584.93 832.73 41 0.16 63.38 471.32 534.69 31075.42 832.65 40 0.28 109.68 452.80 562.47 30540.73 832.56 39 0.60 234.94 402.69 637.63 29978.26 832.48 38 0.80 311.87 371.92 683.79 29340.63 832.40 37 0.95 369.81 348.74 718.55 28656.84 832.31 36 1.07 417.99 329.47 747.46 27938.29 832.23 35 1.18 459.21 312.98 772.19 27190.83 832.15 34 1.27 492.34 299.73 792.07 26418.64 832.06 33 1.36 527.10 285.83 812.93 25626.57 831.98 32 1.45 565.64 270.41 836.05 24813.64 831.90 31 1.52 593.12 259.42 852.54 23977.59 831.81 30 1.58 615.52 250.46 865.98 23125.05 831.73 29 1.64 638.85 241.13 879.97 22259.07 831.65 28 1.70 661.11 232.22 893.33 21379.09 831.56 27 1.75 681.89 223.91 905.80 20485.76 831.48 26 1.80 701.29 216.15 917.44 19579.96 831.40 25 1.85 721.59 208.03 929.62 18662.51 831.31 24 1.89 736.41 202.10 938.51 17732.89 831.23 23 1.93 752.33 195.74 948.06 16794.38 831.15 22 1.97 768.27 189.36 957.63 15846.31 831.06 21 2.01 781.86 183.92 965.78 14888.68 830.98 20 2.04 795.50 178.47 973.97 13922.90 830.90 19 2.07 807.16 173.80 980.96 12948.93 830.81 18 2.10 818.81 169.14 987.95 11967.97 830.73 17 2.13 829.27 164.96 994.23 10980.02 830.65 16 2.15 837.85 161.53 999.38 9985.79 830.56 15 2.18 846.88 157.92 1004.79 8986.41 830.48 14 2.20 855.16 154.60 1009.76 7981.62 830.40 13 2.21 858.65 153.21 1011.86 6971.86 830.31 12 0.00 0.00 496.67 496.67 5960.00 830.23 11 0.00 0.00 496.67 496.67 5463.33 830.15 10 0.00 0.00 496.67 496.67 4966.67 830.06 9 0.00 0.00 496.67 496.67 4470.00 829.98 8 0.00 0.00 496.67 496.67 3973.33 829.90 7 0.00 0.00 496.67 496.67 3476.67 829.81 6 0.00 0.00 496.67 496.67 2980.00 829.73 5 0.00 0.00 496.67 496.67 2483.33 829.65 4 0.00 0.00 496.67 496.67 1986.67 829.56 3 0.00 0.00 496.67 496.67 1490.00 829.48 2 0.00 0.00 496.67 496.67 993.33 829.40 1 0.00 0.00 496.67 496.67 496.67 829.31 13150 sf min. area StormTech SC-740 Cumulative Storage Volumes Include Perimeter Stone in Calculations Click Here for Scenario: City of Carmel Storm 2-year CO-1CO-2Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc 48Time vs. Elevation, 10 years (City of Carmel Storm 10-year) 45Time vs. Elevation, 2 years (City of Carmel Storm 2-year) Pond A (IN) 42Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year) 40Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year) 38Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year) Watershed E 35Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year) 33Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year) 31Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year) Watershed D 28Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year) 25Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year) 23Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year) Watershed C 20Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year) 17Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year) 15Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year) Watershed A 14Runoff CN-Area, 2 years (City of Carmel Storm 2-year) Watershed E 13Runoff CN-Area, 2 years (City of Carmel Storm 2-year) Watershed D 12Runoff CN-Area, 2 years (City of Carmel Storm 2-year) Watershed C 11Runoff CN-Area, 2 years (City of Carmel Storm 2-year) Watershed A 9Time-Depth Curve, 2 years (City of Carmel Storm 2-year) 7Time-Depth Curve, 10 years (City of Carmel Storm 10-year) 5Time-Depth Curve, 100 years (City of Carmel Storm 100-year) NRCS Type II 1Master Network Summary Table of Contents Pond D 123Time vs. Volume, 100 years (City of Carmel Storm 100-year) 120Time vs. Volume, 10 years (City of Carmel Storm 10-year) 117Time vs. Volume, 2 years (City of Carmel Storm 2-year) Pond C 114Time vs. Volume, 100 years (City of Carmel Storm 100-year) 111Time vs. Volume, 10 years (City of Carmel Storm 10-year) 108Time vs. Volume, 2 years (City of Carmel Storm 2-year) Pond B 105Time vs. Volume, 100 years (City of Carmel Storm 100-year) 102Time vs. Volume, 10 years (City of Carmel Storm 10-year) 99Time vs. Volume, 2 years (City of Carmel Storm 2-year) Pond A 96Time vs. Elevation, 100 years (City of Carmel Storm 100-year) 93Time vs. Elevation, 10 years (City of Carmel Storm 10-year) 90Time vs. Elevation, 2 years (City of Carmel Storm 2-year) Pond F (IN) 87Time vs. Elevation, 100 years (City of Carmel Storm 100-year) 84Time vs. Elevation, 10 years (City of Carmel Storm 10-year) 81Time vs. Elevation, 2 years (City of Carmel Storm 2-year) Pond E (IN) 78Time vs. Elevation, 100 years (City of Carmel Storm 100-year) 75Time vs. Elevation, 10 years (City of Carmel Storm 10-year) 72Time vs. Elevation, 2 years (City of Carmel Storm 2-year) Pond D (IN) 69Time vs. Elevation, 100 years (City of Carmel Storm 100-year) 66Time vs. Elevation, 10 years (City of Carmel Storm 10-year) 63Time vs. Elevation, 2 years (City of Carmel Storm 2-year) Pond C (IN) 60Time vs. Elevation, 100 years (City of Carmel Storm 100-year) 57Time vs. Elevation, 10 years (City of Carmel Storm 10-year) 54Time vs. Elevation, 2 years (City of Carmel Storm 2-year) Pond B (IN) 51Time vs. Elevation, 100 years (City of Carmel Storm 100-year) Table of Contents EF Connector 231Composite Rating Curve, 100 years (City of Carmel Storm 100- year) 229Outlet Input Data, 100 years (City of Carmel Storm 100-year) DE Connector 199Composite Rating Curve, 100 years (City of Carmel Storm 100- year) 197Outlet Input Data, 100 years (City of Carmel Storm 100-year) BC Connector 167Composite Rating Curve, 100 years (City of Carmel Storm 100- year) 165Outlet Input Data, 100 years (City of Carmel Storm 100-year) AB Connector 163Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2- year) Pond F 161Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2- year) Pond E 159Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2- year) Pond D 157Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2- year) Pond C 155Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2- year) Pond B 153Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2- year) Pond A 150Time vs. Volume, 100 years (City of Carmel Storm 100-year) 147Time vs. Volume, 10 years (City of Carmel Storm 10-year) 144Time vs. Volume, 2 years (City of Carmel Storm 2-year) Pond F 141Time vs. Volume, 100 years (City of Carmel Storm 100-year) 138Time vs. Volume, 10 years (City of Carmel Storm 10-year) 135Time vs. Volume, 2 years (City of Carmel Storm 2-year) Pond E 132Time vs. Volume, 100 years (City of Carmel Storm 100-year) 129Time vs. Volume, 10 years (City of Carmel Storm 10-year) 126Time vs. Volume, 2 years (City of Carmel Storm 2-year) Table of Contents 295Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2-year) Pond F 294Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year) 293Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year) 292Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2-year) Pond E 291Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year) 290Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year) 289Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2-year) Pond D 288Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year) 287Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year) 286Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2-year) Pond C 285Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year) 284Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year) 283Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2-year) Pond B 282Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year) 281Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year) 280Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2-year) Pond A 279Composite Rating Curve, 100 years (City of Carmel Storm 100- year) 276Outlet Input Data, 100 years (City of Carmel Storm 100-year) Pond F Outlet 275Composite Rating Curve, 100 years (City of Carmel Storm 100- year) 272Outlet Input Data, 100 years (City of Carmel Storm 100-year) Pond C Oultet 246Composite Rating Curve, 100 years (City of Carmel Storm 100- year) 244Outlet Input Data, 100 years (City of Carmel Storm 100-year) Table of Contents Table of Contents 297Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year) 296Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year) Franciscan_Post-developed Drainage Calculations Subsection: Master Network Summary Catchments Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel 6.42714.0015,453.0002City of Carmel Storm 2-year Watershed A 10.28714.0025,116.00010City of Carmel Storm 10-year Watershed A 18.88714.0047,584.000100City of Carmel Storm 100-year Watershed A 7.78714.0018,737.0002City of Carmel Storm 2-year Watershed D 13.59714.0032,605.00010City of Carmel Storm 10-year Watershed D 27.02714.0066,069.000100City of Carmel Storm 100-year Watershed D 6.14714.0014,728.0002City of Carmel Storm 2-year Watershed C 10.17714.0024,594.00010City of Carmel Storm 10-year Watershed C 19.26714.0047,848.000100City of Carmel Storm 100-year Watershed C 7.09714.0017,077.0002City of Carmel Storm 2-year Watershed E 12.39714.0029,716.00010City of Carmel Storm 10-year Watershed E 24.62714.0060,214.000100City of Carmel Storm 100-year Watershed E Node Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel 1.98768.0062,517.0002City of Carmel Storm 2-year INDOT Ditch 2.56774.0095,516.00010City of Carmel Storm 10-year INDOT Ditch 3.88801.00154,997.000100City of Carmel Storm 100-year INDOT Ditch 0.91789.0032,944.0002City of Carmel Storm 2-year Pond F Outlet 1.21810.0047,987.00010City of Carmel Storm 10-year Pond F Outlet 1.90825.0077,052.000100City of Carmel Storm 100-year Pond F Outlet 1.08723.0029,573.0002City of Carmel Storm 2-year Pond C Outlet 1.35765.0047,529.00010City of Carmel Storm 10-year Pond C Outlet Page 1 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Subsection: Master Network Summary Node Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel 2.02765.0077,945.000100City of Carmel Storm 100-year Pond C Outlet Pond Summary Maximum Pond Storage (ft³) Maximum Water Surface Elevation (ft) Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel (N/A)(N/A)6.42714.0015,453.0002City of Carmel Storm 2-year Pond A (IN) 4,614.000828.104.35717.0015,330.0002City of Carmel Storm 2-year Pond A (OUT) (N/A)(N/A)-0.51729.00-50.0002City of Carmel Storm 2-year Pond A (Reverse) (N/A)(N/A)10.28714.0025,116.00010City of Carmel Storm 10-year Pond A (IN) 8,776.000828.925.07717.0025,194.00010City of Carmel Storm 10-year Pond A (OUT) (N/A)(N/A)-2.15729.00-477.00010City of Carmel Storm 10-year Pond A (Reverse) (N/A)(N/A)18.88714.0047,584.000100City of Carmel Storm 100- year Pond A (IN) 19,645.000831.548.63714.0042,987.000100City of Carmel Storm 100- year Pond A (OUT) (N/A)(N/A)-4.78726.00-1,895.000100City of Carmel Storm 100- year Pond A (Reverse) (N/A)(N/A)7.78714.0018,737.0002City of Carmel Storm 2-year Pond D (IN) 5,398.000830.814.03717.0018,235.0002City of Carmel Storm 2-year Pond D (OUT) (N/A)(N/A)13.59714.0032,605.00010City of Carmel Storm 10-year Pond D (IN) 9,075.000831.366.88717.0029,587.00010City of Carmel Storm 10-year Pond D (OUT) (N/A)(N/A)27.02714.0066,069.000100City of Carmel Storm 100- year Pond D (IN) 20,794.000833.8913.97717.0050,269.000100City of Carmel Storm 100- year Pond D (OUT) Page 2 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Subsection: Master Network Summary Pond Summary Maximum Pond Storage (ft³) Maximum Water Surface Elevation (ft) Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel (N/A)(N/A)-2.08732.00-475.000100City of Carmel Storm 100- year Pond D (Reverse) (N/A)(N/A)4.35717.0015,330.0002City of Carmel Storm 2-year Pond B (IN) (N/A)(N/A)-0.51729.00-50.0002City of Carmel Storm 2-year Pond B (Reverse) 4,393.000828.100.64819.0016,041.0002City of Carmel Storm 2-year Pond B (OUT) (N/A)(N/A)-2.02726.00-665.0002City of Carmel Storm 2-year Pond B (Reverse) (N/A)(N/A)5.07717.0025,194.00010City of Carmel Storm 10-year Pond B (IN) (N/A)(N/A)-2.15729.00-477.00010City of Carmel Storm 10-year Pond B (Reverse) 7,655.000828.881.39774.0026,557.00010City of Carmel Storm 10-year Pond B (OUT) (N/A)(N/A)-3.38723.00-2,290.00010City of Carmel Storm 10-year Pond B (Reverse) (N/A)(N/A)8.63714.0042,987.000100City of Carmel Storm 100- year Pond B (IN) (N/A)(N/A)-4.78726.00-1,895.000100City of Carmel Storm 100- year Pond B (Reverse) 16,472.000831.543.61732.0043,234.000100City of Carmel Storm 100- year Pond B (OUT) (N/A)(N/A)-10.57723.00-7,833.000100City of Carmel Storm 100- year Pond B (Reverse) (N/A)(N/A)6.43717.0029,814.0002City of Carmel Storm 2-year Pond C (IN) (N/A)(N/A)-0.36726.00-22.0002City of Carmel Storm 2-year Pond C (Reverse) 5,348.000828.091.08723.0029,573.0002City of Carmel Storm 2-year Pond C (OUT) (N/A)(N/A)10.17714.0048,416.00010City of Carmel Storm 10-year Pond C (IN) (N/A)(N/A)-0.17726.00-20.00010City of Carmel Storm 10-year Pond C (Reverse) 8,432.000828.881.35765.0047,529.00010City of Carmel Storm 10-year Pond C (OUT) Page 3 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Subsection: Master Network Summary Pond Summary Maximum Pond Storage (ft³) Maximum Water Surface Elevation (ft) Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel (N/A)(N/A)16.12714.0083,713.000100City of Carmel Storm 100- year Pond C (IN) (N/A)(N/A)-2.40726.00-93.000100City of Carmel Storm 100- year Pond C (Reverse) 16,261.000831.552.02765.0077,945.000100City of Carmel Storm 100- year Pond C (OUT) (N/A)(N/A)11.10717.0035,312.0002City of Carmel Storm 2-year Pond E (IN) 4,384.000830.647.20723.0035,597.0002City of Carmel Storm 2-year Pond E (OUT) (N/A)(N/A)18.95717.0059,303.00010City of Carmel Storm 10-year Pond E (IN) 8,207.000831.3413.45723.0056,326.00010City of Carmel Storm 10-year Pond E (OUT) (N/A)(N/A)37.74714.00110,836.000100City of Carmel Storm 100- year Pond E (IN) 17,678.000833.8830.06720.0098,591.000100City of Carmel Storm 100- year Pond E (OUT) (N/A)(N/A)7.20723.0035,597.0002City of Carmel Storm 2-year Pond F (IN) 10,069.000830.570.91789.0032,944.0002City of Carmel Storm 2-year Pond F (OUT) (N/A)(N/A)13.45723.0056,326.00010City of Carmel Storm 10-year Pond F (IN) 18,990.000831.341.21810.0047,987.00010City of Carmel Storm 10-year Pond F (OUT) (N/A)(N/A)30.06720.0098,591.000100City of Carmel Storm 100- year Pond F (IN) 38,312.000833.861.90825.0077,052.000100City of Carmel Storm 100- year Pond F (OUT) Page 4 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: NRCS Type II Return Event: 100 yearsSubsection: Time-Depth Curve Time-Depth Curve: 100-year 100-year Label min0.00Start Time min6.00Increment min1,440.00End Time years100Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.00 0.10.10.00.00.030.00 0.10.10.10.10.160.00 0.10.10.10.10.190.00 0.20.20.20.10.1120.00 0.20.20.20.20.2150.00 0.30.20.20.20.2180.00 0.30.30.30.30.3210.00 0.30.30.30.30.3240.00 0.40.40.40.40.4270.00 0.40.40.40.40.4300.00 0.50.50.50.50.5330.00 0.60.60.50.50.5360.00 0.60.60.60.60.6390.00 0.70.70.70.70.6420.00 0.80.70.70.70.7450.00 0.80.80.80.80.8480.00 0.90.90.90.90.9510.00 1.01.01.01.00.9540.00 1.11.11.11.11.1570.00 1.31.31.21.21.2600.00 1.51.41.41.41.3630.00 1.81.71.61.61.5660.00 3.72.82.32.01.8690.00 4.74.64.54.44.3720.00 4.94.94.94.84.7750.00 5.15.15.15.05.0780.00 5.35.25.25.25.2810.00 5.45.45.35.35.3840.00 5.55.55.55.45.4870.00 5.65.65.65.55.5900.00 5.75.75.65.65.6930.00 5.75.75.75.75.7960.00 5.85.85.85.85.8990.00 Page 5 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: NRCS Type II Return Event: 100 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 5.95.95.95.85.81,020.00 5.95.95.95.95.91,050.00 6.06.06.06.05.91,080.00 6.06.06.06.06.01,110.00 6.16.16.16.16.11,140.00 6.16.16.16.16.11,170.00 6.26.26.26.26.11,200.00 6.26.26.26.26.21,230.00 6.36.36.26.26.21,260.00 6.36.36.36.36.31,290.00 6.36.36.36.36.31,320.00 6.46.46.46.46.31,350.00 6.46.46.46.46.41,380.00 6.56.46.46.46.41,410.00 (N/A)(N/A)(N/A)(N/A)6.51,440.00 Page 6 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: NRCS Type II Return Event: 10 yearsSubsection: Time-Depth Curve Time-Depth Curve: 10-year 10-year Label min0.00Start Time min6.00Increment min1,440.00End Time years10Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.00 0.00.00.00.00.030.00 0.10.10.00.00.060.00 0.10.10.10.10.190.00 0.10.10.10.10.1120.00 0.10.10.10.10.1150.00 0.20.10.10.10.1180.00 0.20.20.20.20.2210.00 0.20.20.20.20.2240.00 0.20.20.20.20.2270.00 0.30.30.30.20.2300.00 0.30.30.30.30.3330.00 0.30.30.30.30.3360.00 0.40.40.40.30.3390.00 0.40.40.40.40.4420.00 0.50.40.40.40.4450.00 0.50.50.50.50.5480.00 0.60.50.50.50.5510.00 0.60.60.60.60.6540.00 0.70.70.70.60.6570.00 0.80.70.70.70.7600.00 0.90.80.80.80.8630.00 1.01.01.00.90.9660.00 2.21.61.41.21.1690.00 2.82.72.72.62.5720.00 2.92.92.92.82.8750.00 3.03.03.03.03.0780.00 3.13.13.13.13.1810.00 3.23.23.23.23.1840.00 3.33.23.23.23.2870.00 3.33.33.33.33.3900.00 3.43.43.33.33.3930.00 3.43.43.43.43.4960.00 3.43.43.43.43.4990.00 Page 7 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: NRCS Type II Return Event: 10 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 3.53.53.53.53.51,020.00 3.53.53.53.53.51,050.00 3.63.53.53.53.51,080.00 3.63.63.63.63.61,110.00 3.63.63.63.63.61,140.00 3.63.63.63.63.61,170.00 3.73.73.73.73.61,200.00 3.73.73.73.73.71,230.00 3.73.73.73.73.71,260.00 3.73.73.73.73.71,290.00 3.83.83.83.73.71,320.00 3.83.83.83.83.81,350.00 3.83.83.83.83.81,380.00 3.83.83.83.83.81,410.00 (N/A)(N/A)(N/A)(N/A)3.81,440.00 Page 8 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: NRCS Type II Return Event: 2 yearsSubsection: Time-Depth Curve Time-Depth Curve: 2-year 2-year Label min0.00Start Time min6.00Increment min1,440.00End Time years2Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.00 0.00.00.00.00.030.00 0.00.00.00.00.060.00 0.10.10.00.00.090.00 0.10.10.10.10.1120.00 0.10.10.10.10.1150.00 0.10.10.10.10.1180.00 0.10.10.10.10.1210.00 0.10.10.10.10.1240.00 0.20.20.20.20.1270.00 0.20.20.20.20.2300.00 0.20.20.20.20.2330.00 0.20.20.20.20.2360.00 0.30.30.20.20.2390.00 0.30.30.30.30.3420.00 0.30.30.30.30.3450.00 0.30.30.30.30.3480.00 0.40.40.40.40.4510.00 0.40.40.40.40.4540.00 0.50.50.50.40.4570.00 0.50.50.50.50.5600.00 0.60.60.60.60.5630.00 0.70.70.70.60.6660.00 1.51.10.90.80.8690.00 1.91.91.91.81.8720.00 2.02.02.02.02.0750.00 2.12.12.12.12.1780.00 2.22.22.12.12.1810.00 2.22.22.22.22.2840.00 2.32.32.22.22.2870.00 2.32.32.32.32.3900.00 2.32.32.32.32.3930.00 2.42.42.42.32.3960.00 2.42.42.42.42.4990.00 Page 9 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: NRCS Type II Return Event: 2 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.00 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 2.42.42.42.42.41,020.00 2.42.42.42.42.41,050.00 2.52.52.52.52.41,080.00 2.52.52.52.52.51,110.00 2.52.52.52.52.51,140.00 2.52.52.52.52.51,170.00 2.52.52.52.52.51,200.00 2.62.62.62.62.51,230.00 2.62.62.62.62.61,260.00 2.62.62.62.62.61,290.00 2.62.62.62.62.61,320.00 2.62.62.62.62.61,350.00 2.62.62.62.62.61,380.00 2.72.72.72.62.61,410.00 (N/A)(N/A)(N/A)(N/A)2.71,440.00 Page 10 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 74.0000.00.00.67374.000Pervious Area 98.0000.00.01.75398.000Impervious Area 91.342(N/A)(N/A)2.426(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 11 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed C Return Event: 2 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 74.0000.00.00.90674.000Pervious Area 98.0000.00.01.64098.000Impervious Area 89.460(N/A)(N/A)2.546(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 12 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed D Return Event: 2 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 74.0000.00.01.95574.000Pervious area 98.0000.00.01.80398.000Impervious area 85.515(N/A)(N/A)3.758(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 13 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed E Return Event: 2 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 74.0000.00.01.66874.000Pervious area 98.0000.00.01.75798.000Impervious area 86.312(N/A)(N/A)3.425(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 14 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) 2-yearStorm Event years2Return Event min1,440.00Duration in2.7Depth min5.00Time of Concentration (Composite) acres2.426Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00348.00 0.010.000.000.000.00363.00 0.010.010.010.010.01378.00 0.010.010.010.010.01393.00 0.010.010.010.010.01408.00 0.020.020.020.020.02423.00 0.020.020.020.020.02438.00 0.030.020.020.020.02453.00 0.030.030.030.030.03468.00 0.030.030.030.030.03483.00 0.040.040.040.040.04498.00 0.050.050.050.050.04513.00 0.060.060.060.050.05528.00 0.070.070.060.060.06543.00 0.070.070.070.070.07558.00 0.080.080.080.070.07573.00 0.100.100.090.090.09588.00 0.120.120.110.110.10603.00 0.150.140.130.130.12618.00 0.180.170.170.160.15633.00 0.230.220.210.200.19648.00 0.310.290.270.250.24663.00 0.430.400.380.360.34678.00 2.521.841.310.860.62693.00 5.426.226.424.713.28708.00 0.890.981.151.693.71723.00 0.580.640.700.770.83738.00 0.440.450.470.490.53753.00 0.370.380.400.410.43768.00 0.320.330.340.340.36783.00 0.280.290.300.300.31798.00 0.250.260.260.270.27813.00 0.220.230.230.240.24828.00 Page 15 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed A Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.210.210.210.210.22843.00 0.200.200.200.200.21858.00 0.190.190.190.190.20873.00 0.180.180.180.180.19888.00 0.170.170.170.170.18903.00 0.160.160.160.160.17918.00 0.150.150.150.150.16933.00 0.140.140.140.140.15948.00 0.130.130.130.130.14963.00 0.130.130.130.130.13978.00 0.130.130.130.130.13993.00 0.120.120.120.120.121,008.00 0.120.120.120.120.121,023.00 0.110.120.120.120.121,038.00 0.110.110.110.110.111,053.00 0.110.110.110.110.111,068.00 0.100.100.110.110.111,083.00 0.100.100.100.100.101,098.00 0.100.100.100.100.101,113.00 0.090.090.090.090.101,128.00 0.090.090.090.090.091,143.00 0.090.090.090.090.091,158.00 0.080.080.080.080.081,173.00 0.080.080.080.080.081,188.00 0.080.080.080.080.081,203.00 0.080.080.080.080.081,218.00 0.080.080.080.080.081,233.00 0.070.070.070.070.071,248.00 0.070.070.070.070.071,263.00 0.070.070.070.070.071,278.00 0.070.070.070.070.071,293.00 0.070.070.070.070.071,308.00 0.070.070.070.070.071,323.00 0.070.070.070.070.071,338.00 0.070.070.070.070.071,353.00 0.070.070.070.070.071,368.00 0.070.070.070.070.071,383.00 0.070.070.070.070.071,398.00 0.070.070.070.070.071,413.00 0.070.070.070.070.071,428.00 Page 16 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed A Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) 10-yearStorm Event years10Return Event min1,440.00Duration in3.8Depth min5.00Time of Concentration (Composite) acres2.426Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00261.00 0.010.010.010.010.00276.00 0.010.010.010.010.01291.00 0.020.020.010.010.01306.00 0.020.020.020.020.02321.00 0.030.030.020.020.02336.00 0.030.030.030.030.03351.00 0.040.040.030.030.03366.00 0.040.040.040.040.04381.00 0.050.050.050.040.04396.00 0.050.050.050.050.05411.00 0.060.060.060.060.05426.00 0.060.060.060.060.06441.00 0.070.070.070.070.07456.00 0.080.080.070.070.07471.00 0.090.090.080.080.08486.00 0.110.100.100.100.09501.00 0.120.120.110.110.11516.00 0.140.140.130.130.12531.00 0.150.150.140.140.14546.00 0.150.150.150.150.15561.00 0.180.170.170.160.16576.00 0.210.200.190.190.18591.00 0.250.240.230.220.21606.00 0.290.280.270.260.26621.00 0.360.350.330.320.30636.00 0.450.420.410.390.38651.00 0.610.570.540.500.47666.00 1.090.760.720.680.64681.00 5.444.243.142.261.51696.00 5.768.479.8210.287.68711.00 1.271.371.511.782.62726.00 0.810.880.981.081.18741.00 Page 17 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed A Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.650.670.700.720.75756.00 0.540.560.580.610.63771.00 0.480.490.500.510.53786.00 0.420.430.440.450.46801.00 0.370.380.390.400.41816.00 0.330.340.340.350.36831.00 0.310.310.320.320.32846.00 0.300.300.300.300.31861.00 0.280.280.290.290.29876.00 0.270.270.270.270.28891.00 0.250.250.260.260.26906.00 0.230.240.240.240.25921.00 0.220.220.230.230.23936.00 0.200.210.210.210.22951.00 0.200.200.200.200.20966.00 0.190.190.190.200.20981.00 0.190.190.190.190.19996.00 0.180.180.180.190.191,011.00 0.180.180.180.180.181,026.00 0.170.170.170.170.181,041.00 0.170.170.170.170.171,056.00 0.160.160.160.160.161,071.00 0.150.160.160.160.161,086.00 0.150.150.150.150.151,101.00 0.140.140.150.150.151,116.00 0.140.140.140.140.141,131.00 0.130.130.130.140.141,146.00 0.130.130.130.130.131,161.00 0.120.120.120.120.131,176.00 0.120.120.120.120.121,191.00 0.110.110.120.120.121,206.00 0.110.110.110.110.111,221.00 0.110.110.110.110.111,236.00 0.110.110.110.110.111,251.00 0.110.110.110.110.111,266.00 0.110.110.110.110.111,281.00 0.110.110.110.110.111,296.00 0.110.110.110.110.111,311.00 0.110.110.110.110.111,326.00 0.110.110.110.110.111,341.00 0.100.100.100.100.101,356.00 0.100.100.100.100.101,371.00 Page 18 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed A Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.100.100.100.100.101,386.00 0.100.100.100.100.101,401.00 0.100.100.100.100.101,416.00 (N/A)0.100.100.100.101,431.00 Page 19 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed A Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) 100-yearStorm Event years100Return Event min1,440.00Duration in6.5Depth min5.00Time of Concentration (Composite) acres2.426Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.000.000.000.00165.00 0.010.010.010.010.01180.00 0.020.020.020.020.02195.00 0.030.030.030.030.02210.00 0.040.040.040.030.03225.00 0.050.050.040.040.04240.00 0.060.050.050.050.05255.00 0.070.060.060.060.06270.00 0.080.070.070.070.07285.00 0.090.080.080.080.08300.00 0.100.090.090.090.09315.00 0.110.100.100.100.10330.00 0.120.110.110.110.11345.00 0.130.130.120.120.12360.00 0.140.140.130.130.13375.00 0.150.150.140.140.14390.00 0.160.160.160.150.15405.00 0.170.170.170.160.16420.00 0.180.180.180.180.17435.00 0.190.190.190.190.18450.00 0.200.200.200.200.20465.00 0.230.220.210.210.21480.00 0.260.250.240.240.23495.00 0.290.280.280.270.26510.00 0.330.320.310.300.30525.00 0.350.350.340.340.33540.00 0.360.350.350.350.35555.00 0.390.380.370.360.36570.00 0.440.430.420.410.40585.00 0.520.500.480.470.46600.00 0.600.580.570.550.53615.00 0.720.690.660.640.62630.00 0.860.830.800.770.74645.00 Page 20 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed A Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 1.111.040.980.930.89660.00 1.461.391.321.251.18675.00 6.124.463.002.181.53690.00 17.8318.8814.3110.328.15705.00 2.673.164.6710.3015.23720.00 1.731.912.082.252.43735.00 1.231.271.331.441.56750.00 1.031.071.111.151.19765.00 0.880.900.920.960.99780.00 0.770.790.810.840.86795.00 0.680.700.710.730.75810.00 0.600.620.640.650.67825.00 0.550.560.570.580.59840.00 0.530.530.540.540.55855.00 0.500.510.510.520.52870.00 0.470.480.490.490.50885.00 0.450.450.460.460.47900.00 0.420.430.430.440.44915.00 0.390.400.400.410.42930.00 0.370.370.380.380.39945.00 0.350.350.350.360.36960.00 0.340.340.340.350.35975.00 0.330.330.330.340.34990.00 0.320.320.320.330.331,005.00 0.310.310.320.320.321,020.00 0.300.300.310.310.311,035.00 0.290.290.300.300.301,050.00 0.280.280.290.290.291,065.00 0.270.280.280.280.281,080.00 0.260.270.270.270.271,095.00 0.250.260.260.260.261,110.00 0.240.250.250.250.251,125.00 0.230.240.240.240.241,140.00 0.220.230.230.230.231,155.00 0.220.220.220.220.221,170.00 0.210.210.210.210.211,185.00 0.200.200.200.200.201,200.00 0.200.200.200.200.201,215.00 0.200.200.200.200.201,230.00 0.190.200.200.200.201,245.00 0.190.190.190.190.191,260.00 0.190.190.190.190.191,275.00 Page 21 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed A Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.190.190.190.190.191,290.00 0.190.190.190.190.191,305.00 0.180.190.190.190.191,320.00 0.180.180.180.180.181,335.00 0.180.180.180.180.181,350.00 0.180.180.180.180.181,365.00 0.180.180.180.180.181,380.00 0.180.180.180.180.181,395.00 0.170.170.170.170.181,410.00 0.170.170.170.170.171,425.00 (N/A)(N/A)(N/A)(N/A)0.171,440.00 Page 22 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed C Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) 2-yearStorm Event years2Return Event min1,440.00Duration in2.7Depth min5.00Time of Concentration (Composite) acres2.546Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00411.00 0.010.010.010.000.00426.00 0.010.010.010.010.01441.00 0.010.010.010.010.01456.00 0.020.020.010.010.01471.00 0.020.020.020.020.02486.00 0.030.030.020.020.02501.00 0.030.030.030.030.03516.00 0.040.040.040.040.04531.00 0.050.050.050.040.04546.00 0.050.050.050.050.05561.00 0.070.060.060.060.06576.00 0.080.080.070.070.07591.00 0.100.090.090.090.08606.00 0.120.120.110.110.10621.00 0.160.150.140.140.13636.00 0.200.190.180.170.17651.00 0.290.270.250.230.22666.00 0.550.380.350.330.31681.00 3.052.311.671.170.77696.00 3.645.296.026.144.45711.00 0.820.880.971.141.67726.00 0.530.570.640.700.76741.00 0.420.440.450.470.49756.00 0.350.370.380.400.41771.00 0.310.320.330.340.34786.00 0.270.280.290.300.30801.00 0.240.250.260.260.27816.00 0.220.220.230.230.24831.00 0.210.210.210.210.21846.00 0.200.200.200.200.20861.00 0.190.190.190.190.19876.00 0.180.180.180.180.18891.00 Page 23 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed C Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.170.170.170.170.17906.00 0.160.160.160.160.16921.00 0.150.150.150.150.15936.00 0.140.140.140.140.14951.00 0.130.130.130.130.14966.00 0.130.130.130.130.13981.00 0.130.130.130.130.13996.00 0.120.120.120.120.121,011.00 0.120.120.120.120.121,026.00 0.110.120.120.120.121,041.00 0.110.110.110.110.111,056.00 0.110.110.110.110.111,071.00 0.100.100.100.110.111,086.00 0.100.100.100.100.101,101.00 0.100.100.100.100.101,116.00 0.090.090.090.100.101,131.00 0.090.090.090.090.091,146.00 0.090.090.090.090.091,161.00 0.080.080.080.080.081,176.00 0.080.080.080.080.081,191.00 0.080.080.080.080.081,206.00 0.080.080.080.080.081,221.00 0.080.080.080.080.081,236.00 0.080.080.080.080.081,251.00 0.070.070.070.070.081,266.00 0.070.070.070.070.071,281.00 0.070.070.070.070.071,296.00 0.070.070.070.070.071,311.00 0.070.070.070.070.071,326.00 0.070.070.070.070.071,341.00 0.070.070.070.070.071,356.00 0.070.070.070.070.071,371.00 0.070.070.070.070.071,386.00 0.070.070.070.070.071,401.00 0.070.070.070.070.071,416.00 (N/A)0.070.070.070.071,431.00 Page 24 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed C Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) 10-yearStorm Event years10Return Event min1,440.00Duration in3.8Depth min5.00Time of Concentration (Composite) acres2.546Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00312.00 0.010.010.010.010.00327.00 0.010.010.010.010.01342.00 0.020.020.020.010.01357.00 0.020.020.020.020.02372.00 0.030.030.030.020.02387.00 0.030.030.030.030.03402.00 0.040.040.040.030.03417.00 0.040.040.040.040.04432.00 0.050.050.050.050.04447.00 0.050.050.050.050.05462.00 0.060.060.060.060.06477.00 0.080.070.070.070.07492.00 0.090.090.080.080.08507.00 0.100.100.100.090.09522.00 0.120.120.110.110.11537.00 0.130.120.120.120.12552.00 0.140.130.130.130.13567.00 0.160.160.150.150.14582.00 0.190.190.180.170.17597.00 0.230.230.220.210.20612.00 0.280.270.260.250.24627.00 0.350.340.330.310.30642.00 0.460.430.410.380.37657.00 0.630.600.560.530.49672.00 2.141.421.020.710.67687.00 10.177.525.284.083.00702.00 1.792.645.808.509.79717.00 1.091.191.291.391.52732.00 0.730.760.830.900.99747.00 0.620.640.660.680.71762.00 0.520.530.550.570.59777.00 0.460.470.480.500.51792.00 Page 25 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed C Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.400.410.420.440.45807.00 0.360.370.380.390.40822.00 0.330.330.340.340.35837.00 0.310.310.320.320.32852.00 0.300.300.300.310.31867.00 0.280.280.290.290.29882.00 0.270.270.270.270.28897.00 0.250.250.260.260.26912.00 0.230.240.240.240.25927.00 0.220.220.220.230.23942.00 0.210.210.210.210.22957.00 0.200.200.200.200.20972.00 0.200.200.200.200.20987.00 0.190.190.190.190.191,002.00 0.180.190.190.190.191,017.00 0.180.180.180.180.181,032.00 0.170.170.180.180.181,047.00 0.170.170.170.170.171,062.00 0.160.160.160.170.171,077.00 0.160.160.160.160.161,092.00 0.150.150.150.150.161,107.00 0.150.150.150.150.151,122.00 0.140.140.140.140.141,137.00 0.130.130.140.140.141,152.00 0.130.130.130.130.131,167.00 0.120.120.120.130.131,182.00 0.120.120.120.120.121,197.00 0.120.120.120.120.121,212.00 0.120.120.120.120.121,227.00 0.120.120.120.120.121,242.00 0.110.110.110.110.111,257.00 0.110.110.110.110.111,272.00 0.110.110.110.110.111,287.00 0.110.110.110.110.111,302.00 0.110.110.110.110.111,317.00 0.110.110.110.110.111,332.00 0.110.110.110.110.111,347.00 0.110.110.110.110.111,362.00 0.110.110.110.110.111,377.00 0.100.100.100.100.101,392.00 0.100.100.100.100.101,407.00 0.100.100.100.100.101,422.00 Page 26 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed C Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) (N/A)(N/A)(N/A)0.100.101,437.00 Page 27 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed C Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) 100-yearStorm Event years100Return Event min1,440.00Duration in6.5Depth min5.00Time of Concentration (Composite) acres2.546Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.000.000.000.00201.00 0.010.010.010.010.01216.00 0.020.020.020.020.02231.00 0.030.030.030.020.02246.00 0.040.040.030.030.03261.00 0.050.050.040.040.04276.00 0.060.050.050.050.05291.00 0.070.060.060.060.06306.00 0.080.070.070.070.07321.00 0.090.080.080.080.08336.00 0.100.090.090.090.09351.00 0.110.110.100.100.10366.00 0.120.120.110.110.11381.00 0.130.130.120.120.12396.00 0.140.140.140.130.13411.00 0.150.150.150.140.14426.00 0.160.160.160.160.15441.00 0.170.170.170.170.16456.00 0.190.180.180.180.18471.00 0.210.210.200.200.19486.00 0.240.240.230.230.22501.00 0.280.270.260.260.25516.00 0.310.310.300.290.28531.00 0.330.320.320.320.32546.00 0.340.330.330.330.33561.00 0.390.380.360.350.34576.00 0.440.430.420.410.40591.00 0.520.510.490.470.46606.00 0.610.590.570.560.54621.00 0.750.720.690.660.64636.00 0.910.860.830.800.78651.00 1.221.151.081.020.95666.00 2.161.511.441.361.29681.00 Page 28 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed C Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 10.408.176.114.432.97696.00 10.6015.6518.2519.2614.51711.00 2.332.512.763.264.81726.00 1.491.611.791.972.15741.00 1.191.231.271.311.37756.00 0.991.021.061.101.15771.00 0.870.890.910.930.96786.00 0.760.780.800.820.84801.00 0.670.690.710.720.74816.00 0.600.610.630.640.66831.00 0.560.570.570.580.59846.00 0.540.540.550.550.56861.00 0.510.510.520.530.53876.00 0.480.490.490.500.50891.00 0.450.460.460.470.48906.00 0.430.430.440.440.45921.00 0.400.400.410.410.42936.00 0.370.380.380.390.39951.00 0.360.360.360.370.37966.00 0.350.350.350.350.36981.00 0.340.340.340.350.35996.00 0.330.330.330.340.341,011.00 0.320.320.320.330.331,026.00 0.310.310.310.320.321,041.00 0.300.300.300.310.311,056.00 0.290.290.290.300.301,071.00 0.280.280.280.290.291,086.00 0.270.270.270.280.281,101.00 0.260.260.260.270.271,116.00 0.250.250.250.260.261,131.00 0.240.240.240.250.251,146.00 0.230.230.230.240.241,161.00 0.220.220.220.230.231,176.00 0.210.210.210.220.221,191.00 0.210.210.210.210.211,206.00 0.210.210.210.210.211,221.00 0.200.200.200.200.201,236.00 0.200.200.200.200.201,251.00 0.200.200.200.200.201,266.00 0.200.200.200.200.201,281.00 0.200.200.200.200.201,296.00 0.190.190.190.190.191,311.00 Page 29 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed C Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.190.190.190.190.191,326.00 0.190.190.190.190.191,341.00 0.190.190.190.190.191,356.00 0.190.190.190.190.191,371.00 0.180.180.180.180.191,386.00 0.180.180.180.180.181,401.00 0.180.180.180.180.181,416.00 (N/A)0.180.180.180.181,431.00 Page 30 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed D Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) 2-yearStorm Event years2Return Event min1,440.00Duration in2.7Depth min5.00Time of Concentration (Composite) acres3.758Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00492.00 0.010.010.010.010.01507.00 0.020.020.020.010.01522.00 0.030.030.020.020.02537.00 0.030.030.030.030.03552.00 0.040.040.040.040.04567.00 0.060.050.050.050.05582.00 0.070.070.070.060.06597.00 0.100.090.090.080.08612.00 0.130.120.110.110.10627.00 0.170.160.160.150.14642.00 0.240.220.210.190.18657.00 0.360.330.310.290.26672.00 1.340.860.610.410.38687.00 7.785.503.692.741.93702.00 1.512.214.806.927.76717.00 0.931.021.101.181.29732.00 0.630.660.710.770.85747.00 0.530.550.570.590.61762.00 0.450.460.480.500.51777.00 0.400.410.420.430.44792.00 0.350.360.370.380.39807.00 0.320.320.330.340.35822.00 0.290.290.300.300.31837.00 0.270.280.280.280.28852.00 0.260.260.270.270.27867.00 0.250.250.250.260.26882.00 0.240.240.240.240.25897.00 0.220.220.230.230.23912.00 0.210.210.210.220.22927.00 0.190.200.200.200.21942.00 0.180.190.190.190.19957.00 0.180.180.180.180.18972.00 Page 31 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed D Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.170.180.180.180.18987.00 0.170.170.170.170.171,002.00 0.170.170.170.170.171,017.00 0.160.160.160.160.161,032.00 0.160.160.160.160.161,047.00 0.150.150.150.150.151,062.00 0.150.150.150.150.151,077.00 0.140.140.140.140.141,092.00 0.140.140.140.140.141,107.00 0.130.130.130.130.131,122.00 0.130.130.130.130.131,137.00 0.120.120.120.120.121,152.00 0.120.120.120.120.121,167.00 0.110.110.110.110.111,182.00 0.110.110.110.110.111,197.00 0.110.110.110.110.111,212.00 0.110.110.110.110.111,227.00 0.100.100.100.100.111,242.00 0.100.100.100.100.101,257.00 0.100.100.100.100.101,272.00 0.100.100.100.100.101,287.00 0.100.100.100.100.101,302.00 0.100.100.100.100.101,317.00 0.100.100.100.100.101,332.00 0.100.100.100.100.101,347.00 0.100.100.100.100.101,362.00 0.100.100.100.100.101,377.00 0.090.090.100.100.101,392.00 0.090.090.090.090.091,407.00 0.090.090.090.090.091,422.00 (N/A)(N/A)(N/A)0.090.091,437.00 Page 32 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed D Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) 10-yearStorm Event years10Return Event min1,440.00Duration in3.8Depth min5.00Time of Concentration (Composite) acres3.758Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.000.000.000.00381.00 0.010.010.010.010.01396.00 0.020.020.020.010.01411.00 0.020.020.020.020.02426.00 0.030.030.030.030.03441.00 0.040.040.040.030.03456.00 0.050.040.040.040.04471.00 0.060.060.050.050.05486.00 0.070.070.070.060.06501.00 0.090.090.080.080.08516.00 0.110.110.100.100.09531.00 0.120.120.120.110.11546.00 0.130.130.130.130.12561.00 0.160.150.150.140.14576.00 0.190.190.180.170.17591.00 0.240.230.220.210.20606.00 0.290.280.270.260.25621.00 0.370.360.340.320.31636.00 0.470.450.430.410.39651.00 0.670.630.580.540.50666.00 1.250.860.810.760.72681.00 6.835.203.772.671.75696.00 7.9611.6113.2413.599.89711.00 1.791.922.112.483.64726.00 1.151.251.381.521.65741.00 0.920.950.981.021.06756.00 0.770.800.830.860.89771.00 0.680.690.710.730.75786.00 0.590.610.630.640.66801.00 0.530.540.550.570.58816.00 0.470.480.490.510.52831.00 0.450.450.450.460.46846.00 0.420.430.430.440.44861.00 Page 33 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed D Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.400.410.410.420.42876.00 0.380.390.390.390.40891.00 0.360.360.370.370.38906.00 0.340.340.350.350.36921.00 0.320.320.330.330.33936.00 0.300.300.300.310.31951.00 0.290.290.290.290.29966.00 0.280.280.280.280.28981.00 0.270.270.270.280.28996.00 0.260.260.270.270.271,011.00 0.260.260.260.260.261,026.00 0.250.250.250.250.251,041.00 0.240.240.240.240.251,056.00 0.230.230.240.240.241,071.00 0.220.230.230.230.231,086.00 0.220.220.220.220.221,101.00 0.210.210.210.210.211,116.00 0.200.200.200.210.211,131.00 0.190.190.200.200.201,146.00 0.180.190.190.190.191,161.00 0.180.180.180.180.181,176.00 0.170.170.170.170.181,191.00 0.170.170.170.170.171,206.00 0.170.170.170.170.171,221.00 0.160.160.160.160.161,236.00 0.160.160.160.160.161,251.00 0.160.160.160.160.161,266.00 0.160.160.160.160.161,281.00 0.160.160.160.160.161,296.00 0.160.160.160.160.161,311.00 0.150.150.150.160.161,326.00 0.150.150.150.150.151,341.00 0.150.150.150.150.151,356.00 0.150.150.150.150.151,371.00 0.150.150.150.150.151,386.00 0.150.150.150.150.151,401.00 0.150.150.150.150.151,416.00 (N/A)0.140.140.140.141,431.00 Page 34 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed D Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) 100-yearStorm Event years100Return Event min1,440.00Duration in6.5Depth min5.00Time of Concentration (Composite) acres3.758Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.010.000.000.00255.00 0.020.020.020.010.01270.00 0.030.030.030.020.02285.00 0.040.040.040.040.03300.00 0.060.050.050.050.05315.00 0.070.070.060.060.06330.00 0.080.080.080.070.07345.00 0.100.090.090.090.08360.00 0.110.110.100.100.10375.00 0.120.120.120.120.11390.00 0.140.140.130.130.13405.00 0.150.150.150.140.14420.00 0.170.170.160.160.16435.00 0.180.180.180.180.17450.00 0.200.200.190.190.19465.00 0.230.220.210.210.20480.00 0.270.260.250.240.23495.00 0.310.300.290.280.27510.00 0.350.340.330.320.32525.00 0.380.380.380.370.36540.00 0.400.400.390.390.39555.00 0.450.430.420.410.40570.00 0.520.500.490.470.46585.00 0.610.590.570.550.53600.00 0.730.700.680.660.63615.00 0.880.840.810.780.75630.00 1.081.041.000.960.92645.00 1.421.331.241.181.12660.00 1.901.801.701.611.51675.00 8.285.973.982.882.01690.00 25.7927.0220.1814.3311.17705.00 3.954.666.8715.1022.23720.00 2.572.833.083.333.60735.00 Page 35 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed D Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 1.821.891.972.132.31750.00 1.531.591.651.701.76765.00 1.311.341.381.421.47780.00 1.151.181.211.251.28795.00 1.021.041.061.091.12810.00 0.900.930.950.970.99825.00 0.830.840.850.860.88840.00 0.790.800.810.810.82855.00 0.750.760.770.770.78870.00 0.710.720.730.730.74885.00 0.670.680.690.690.70900.00 0.630.640.650.660.66915.00 0.590.600.610.620.62930.00 0.550.560.570.570.58945.00 0.520.530.530.540.54960.00 0.510.510.520.520.52975.00 0.500.500.500.510.51990.00 0.480.490.490.490.491,005.00 0.470.470.470.480.481,020.00 0.450.460.460.460.471,035.00 0.440.440.440.450.451,050.00 0.430.430.430.430.441,065.00 0.410.410.420.420.421,080.00 0.400.400.400.410.411,095.00 0.380.380.390.390.391,110.00 0.370.370.370.380.381,125.00 0.350.360.360.360.361,140.00 0.340.340.340.350.351,155.00 0.320.330.330.330.341,170.00 0.310.310.320.320.321,185.00 0.300.300.300.300.311,200.00 0.300.300.300.300.301,215.00 0.300.300.300.300.301,230.00 0.290.290.290.290.301,245.00 0.290.290.290.290.291,260.00 0.290.290.290.290.291,275.00 0.280.280.290.290.291,290.00 0.280.280.280.280.281,305.00 0.280.280.280.280.281,320.00 0.280.280.280.280.281,335.00 0.270.270.270.270.281,350.00 0.270.270.270.270.271,365.00 Page 36 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed D Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.270.270.270.270.271,380.00 0.260.260.270.270.271,395.00 0.260.260.260.260.261,410.00 0.260.260.260.260.261,425.00 (N/A)(N/A)(N/A)(N/A)0.261,440.00 Page 37 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed E Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) 2-yearStorm Event years2Return Event min1,440.00Duration in2.7Depth min5.00Time of Concentration (Composite) acres3.425Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00492.00 0.010.010.010.010.01507.00 0.020.020.010.010.01522.00 0.020.020.020.020.02537.00 0.030.030.030.030.03552.00 0.040.040.040.030.03567.00 0.050.050.050.040.04582.00 0.070.060.060.060.05597.00 0.090.080.080.080.07612.00 0.120.110.100.100.09627.00 0.160.150.140.130.13642.00 0.220.200.190.180.17657.00 0.330.300.280.260.24672.00 1.220.780.550.380.35687.00 7.095.023.362.491.76702.00 1.382.014.376.317.07717.00 0.850.931.001.071.18732.00 0.570.600.650.700.78747.00 0.490.500.520.540.56762.00 0.410.420.440.450.47777.00 0.370.380.380.390.40792.00 0.320.330.340.350.36807.00 0.290.300.300.310.32822.00 0.260.270.270.270.28837.00 0.250.250.260.260.26852.00 0.240.240.240.250.25867.00 0.230.230.230.230.24882.00 0.210.220.220.220.22897.00 0.200.200.210.210.21912.00 0.190.190.190.200.20927.00 0.180.180.180.180.19942.00 0.170.170.170.170.17957.00 0.160.160.170.170.17972.00 Page 38 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Watershed E Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.160.160.160.160.16987.00 0.150.160.160.160.161,002.00 0.150.150.150.150.151,017.00 0.150.150.150.150.151,032.00 0.140.140.140.140.151,047.00 0.140.140.140.140.141,062.00 0.130.130.130.140.141,077.00 0.130.130.130.130.131,092.00 0.120.120.130.130.131,107.00 0.120.120.120.120.121,122.00 0.110.120.120.120.121,137.00 0.110.110.110.110.111,152.00 0.110.110.110.110.111,167.00 0.100.100.100.100.101,182.00 0.100.100.100.100.101,197.00 0.100.100.100.100.101,212.00 0.100.100.100.100.101,227.00 0.100.100.100.100.101,242.00 0.090.090.090.090.091,257.00 0.090.090.090.090.091,272.00 0.090.090.090.090.091,287.00 0.090.090.090.090.091,302.00 0.090.090.090.090.091,317.00 0.090.090.090.090.091,332.00 0.090.090.090.090.091,347.00 0.090.090.090.090.091,362.00 0.090.090.090.090.091,377.00 0.090.090.090.090.091,392.00 0.090.090.090.090.091,407.00 0.080.080.080.090.091,422.00 (N/A)(N/A)(N/A)0.080.081,437.00 Page 39 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed E Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) 10-yearStorm Event years10Return Event min1,440.00Duration in3.8Depth min5.00Time of Concentration (Composite) acres3.425Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00381.00 0.010.010.010.010.01396.00 0.020.020.010.010.01411.00 0.020.020.020.020.02426.00 0.030.030.030.020.02441.00 0.040.030.030.030.03456.00 0.040.040.040.040.04471.00 0.050.050.050.050.04486.00 0.070.060.060.060.06501.00 0.080.080.080.070.07516.00 0.100.100.090.090.09531.00 0.110.110.110.100.10546.00 0.120.120.120.110.11561.00 0.150.140.130.130.13576.00 0.180.170.160.160.15591.00 0.220.210.200.190.18606.00 0.270.250.240.240.23621.00 0.340.320.310.290.28636.00 0.430.410.390.370.36651.00 0.610.570.530.490.46666.00 1.140.790.740.700.65681.00 6.234.743.442.431.59696.00 7.2610.5812.0712.399.02711.00 1.631.751.922.263.32726.00 1.051.141.261.381.51741.00 0.840.870.900.930.97756.00 0.700.730.760.780.81771.00 0.620.630.650.660.68786.00 0.540.560.570.590.60801.00 0.480.490.510.520.53816.00 0.430.440.450.460.47831.00 0.410.410.410.420.42846.00 0.390.390.390.400.40861.00 Page 40 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Watershed E Return Event: 10 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.370.370.380.380.38876.00 0.350.350.360.360.36891.00 0.330.330.340.340.34906.00 0.310.310.320.320.32921.00 0.290.290.300.300.30936.00 0.270.270.280.280.28951.00 0.260.260.260.270.27966.00 0.250.260.260.260.26981.00 0.250.250.250.250.25996.00 0.240.240.240.240.251,011.00 0.230.230.240.240.241,026.00 0.230.230.230.230.231,041.00 0.220.220.220.220.221,056.00 0.210.210.210.220.221,071.00 0.200.210.210.210.211,086.00 0.200.200.200.200.201,101.00 0.190.190.190.190.201,116.00 0.180.180.190.190.191,131.00 0.180.180.180.180.181,146.00 0.170.170.170.170.171,161.00 0.160.160.160.170.171,176.00 0.150.160.160.160.161,191.00 0.150.150.150.150.151,206.00 0.150.150.150.150.151,221.00 0.150.150.150.150.151,236.00 0.150.150.150.150.151,251.00 0.150.150.150.150.151,266.00 0.150.150.150.150.151,281.00 0.140.140.140.140.141,296.00 0.140.140.140.140.141,311.00 0.140.140.140.140.141,326.00 0.140.140.140.140.141,341.00 0.140.140.140.140.141,356.00 0.140.140.140.140.141,371.00 0.140.140.140.140.141,386.00 0.130.130.130.130.131,401.00 0.130.130.130.130.131,416.00 (N/A)0.130.130.130.131,431.00 Page 41 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed E Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) 100-yearStorm Event years100Return Event min1,440.00Duration in6.5Depth min5.00Time of Concentration (Composite) acres3.425Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.010.010.000.000.00255.00 0.020.020.010.010.01270.00 0.030.030.020.020.02285.00 0.040.040.030.030.03300.00 0.050.050.050.040.04315.00 0.060.060.060.060.05330.00 0.070.070.070.070.06345.00 0.090.080.080.080.08360.00 0.100.100.090.090.09375.00 0.110.110.110.100.10390.00 0.130.120.120.120.12405.00 0.140.140.130.130.13420.00 0.150.150.150.150.14435.00 0.170.170.160.160.16450.00 0.180.180.180.170.17465.00 0.210.200.190.190.19480.00 0.240.230.230.220.21495.00 0.280.270.260.260.25510.00 0.320.310.300.300.29525.00 0.350.350.340.340.33540.00 0.370.360.360.360.35555.00 0.410.390.380.380.37570.00 0.470.460.450.430.42585.00 0.560.540.520.500.49600.00 0.660.640.620.600.58615.00 0.800.770.740.710.68630.00 0.980.950.910.870.84645.00 1.291.211.131.071.02660.00 1.741.641.551.461.38675.00 7.555.443.632.621.83690.00 23.5024.6218.3913.0610.18705.00 3.604.246.2613.7720.26720.00 2.342.572.813.043.28735.00 Page 42 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed E Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 1.661.721.791.942.11750.00 1.391.451.501.551.61765.00 1.191.221.251.301.34780.00 1.051.081.111.141.16795.00 0.930.950.970.991.02810.00 0.820.840.860.890.91825.00 0.760.760.770.790.80840.00 0.720.730.730.740.75855.00 0.680.690.700.710.71870.00 0.650.660.660.670.68885.00 0.610.620.630.630.64900.00 0.580.580.590.600.60915.00 0.540.550.550.560.57930.00 0.500.510.520.520.53945.00 0.480.480.480.490.49960.00 0.470.470.470.470.48975.00 0.450.450.460.460.46990.00 0.440.440.440.450.451,005.00 0.430.430.430.430.441,020.00 0.410.420.420.420.421,035.00 0.400.400.410.410.411,050.00 0.390.390.390.390.401,065.00 0.370.380.380.380.381,080.00 0.360.360.370.370.371,095.00 0.350.350.350.360.361,110.00 0.340.340.340.340.351,125.00 0.320.320.330.330.331,140.00 0.310.310.310.320.321,155.00 0.300.300.300.300.311,170.00 0.280.290.290.290.291,185.00 0.270.280.280.280.281,200.00 0.270.270.270.270.271,215.00 0.270.270.270.270.271,230.00 0.270.270.270.270.271,245.00 0.260.270.270.270.271,260.00 0.260.260.260.260.261,275.00 0.260.260.260.260.261,290.00 0.260.260.260.260.261,305.00 0.250.250.260.260.261,320.00 0.250.250.250.250.251,335.00 0.250.250.250.250.251,350.00 0.250.250.250.250.251,365.00 Page 43 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Watershed E Return Event: 100 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.00 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.240.240.250.250.251,380.00 0.240.240.240.240.241,395.00 0.240.240.240.240.241,410.00 0.240.240.240.240.241,425.00 (N/A)(N/A)(N/A)(N/A)0.241,440.00 Page 44 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.74826.74826.74826.74826.740.00 826.74826.74826.74826.74826.7415.00 826.74826.74826.74826.74826.7430.00 826.74826.74826.74826.74826.7445.00 826.74826.74826.74826.74826.7460.00 826.74826.74826.74826.74826.7475.00 826.74826.74826.74826.74826.7490.00 826.74826.74826.74826.74826.74105.00 826.74826.74826.74826.74826.74120.00 826.74826.74826.74826.74826.74135.00 826.74826.74826.74826.74826.74150.00 826.74826.74826.74826.74826.74165.00 826.74826.74826.74826.74826.74180.00 826.74826.74826.74826.74826.74195.00 826.74826.74826.74826.74826.74210.00 826.74826.74826.74826.74826.74225.00 826.74826.74826.74826.74826.74240.00 826.74826.74826.74826.74826.74255.00 826.74826.74826.74826.74826.74270.00 826.74826.74826.74826.74826.74285.00 826.74826.74826.74826.74826.74300.00 826.74826.74826.74826.74826.74315.00 826.74826.74826.74826.74826.74330.00 826.74826.74826.74826.74826.74345.00 826.74826.74826.74826.74826.74360.00 826.74826.74826.74826.74826.74375.00 826.74826.74826.74826.74826.74390.00 826.75826.75826.75826.75826.74405.00 826.75826.75826.75826.75826.75420.00 826.75826.75826.75826.75826.75435.00 826.75826.75826.75826.75826.75450.00 826.76826.76826.76826.76826.75465.00 826.76826.76826.76826.76826.76480.00 826.76826.76826.76826.76826.76495.00 826.77826.77826.77826.77826.77510.00 826.78826.77826.77826.77826.77525.00 826.78826.78826.78826.78826.78540.00 826.79826.79826.79826.78826.78555.00 826.80826.79826.79826.79826.79570.00 826.80826.80826.80826.80826.80585.00 Page 45 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.81826.81826.81826.81826.81600.00 826.83826.82826.82826.82826.82615.00 826.85826.84826.84826.84826.83630.00 826.87826.87826.86826.86826.85645.00 826.91826.90826.89826.88826.88660.00 826.95826.94826.93826.92826.91675.00 827.11827.05827.01826.98826.96690.00 827.71827.57827.41827.29827.19705.00 828.07828.03827.97827.90827.79720.00 828.10828.09828.08828.07828.08735.00 828.10828.10828.10828.10828.10750.00 828.08828.09828.09828.09828.10765.00 828.06828.07828.07828.08828.08780.00 828.03828.04828.04828.05828.06795.00 828.01828.01828.02828.02828.03810.00 827.98827.99827.99828.00828.00825.00 827.95827.96827.96827.97827.97840.00 827.92827.92827.93827.94827.94855.00 827.89827.89827.90827.91827.91870.00 827.86827.86827.87827.87827.88885.00 827.82827.83827.84827.84827.85900.00 827.78827.79827.80827.81827.81915.00 827.74827.75827.76827.77827.77930.00 827.67827.69827.70827.71827.72945.00 827.61827.63827.64827.65827.66960.00 827.55827.56827.58827.59827.60975.00 827.50827.51827.52827.53827.54990.00 827.47827.47827.48827.49827.501,005.00 827.43827.44827.44827.45827.461,020.00 827.39827.40827.41827.41827.421,035.00 827.35827.36827.37827.38827.391,050.00 827.31827.32827.33827.34827.351,065.00 827.27827.27827.28827.29827.301,080.00 827.22827.23827.24827.25827.261,095.00 827.16827.17827.18827.19827.201,110.00 827.10827.11827.12827.13827.141,125.00 827.05827.05827.06827.08827.091,140.00 827.02827.02827.03827.03827.041,155.00 827.00827.01827.01827.01827.021,170.00 826.98826.99826.99826.99827.001,185.00 826.96826.96826.97826.97826.981,200.00 Page 46 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.94826.94826.95826.95826.951,215.00 826.92826.92826.93826.93826.931,230.00 826.90826.90826.91826.91826.921,245.00 826.88826.89826.89826.89826.901,260.00 826.86826.87826.87826.87826.881,275.00 826.85826.85826.85826.86826.861,290.00 826.84826.84826.84826.84826.841,305.00 826.83826.83826.83826.83826.831,320.00 826.82826.82826.82826.83826.831,335.00 826.82826.82826.82826.82826.821,350.00 826.82826.82826.82826.82826.821,365.00 826.81826.81826.81826.81826.811,380.00 826.81826.81826.81826.81826.811,395.00 826.81826.81826.81826.81826.811,410.00 826.81826.81826.81826.81826.811,425.00 (N/A)(N/A)(N/A)(N/A)826.811,440.00 Page 47 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.74826.74826.74826.74826.740.00 826.74826.74826.74826.74826.7415.00 826.74826.74826.74826.74826.7430.00 826.74826.74826.74826.74826.7445.00 826.74826.74826.74826.74826.7460.00 826.74826.74826.74826.74826.7475.00 826.74826.74826.74826.74826.7490.00 826.74826.74826.74826.74826.74105.00 826.74826.74826.74826.74826.74120.00 826.74826.74826.74826.74826.74135.00 826.74826.74826.74826.74826.74150.00 826.74826.74826.74826.74826.74165.00 826.74826.74826.74826.74826.74180.00 826.74826.74826.74826.74826.74195.00 826.74826.74826.74826.74826.74210.00 826.74826.74826.74826.74826.74225.00 826.74826.74826.74826.74826.74240.00 826.74826.74826.74826.74826.74255.00 826.74826.74826.74826.74826.74270.00 826.74826.74826.74826.74826.74285.00 826.75826.74826.74826.74826.74300.00 826.75826.75826.75826.75826.75315.00 826.75826.75826.75826.75826.75330.00 826.76826.76826.75826.75826.75345.00 826.76826.76826.76826.76826.76360.00 826.76826.76826.76826.76826.76375.00 826.77826.77826.77826.77826.77390.00 826.77826.77826.77826.77826.77405.00 826.78826.78826.78826.78826.77420.00 826.78826.78826.78826.78826.78435.00 826.79826.79826.79826.79826.79450.00 826.79826.79826.79826.79826.79465.00 826.80826.80826.80826.80826.80480.00 826.81826.81826.80826.80826.80495.00 826.82826.82826.81826.81826.81510.00 826.83826.83826.83826.82826.82525.00 826.84826.84826.84826.84826.83540.00 826.86826.85826.85826.85826.85555.00 826.87826.86826.86826.86826.86570.00 826.88826.88826.87826.87826.87585.00 Page 48 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.90826.90826.89826.89826.88600.00 826.92826.92826.91826.91826.90615.00 826.95826.95826.94826.93826.93630.00 826.99826.98826.98826.97826.96645.00 827.04827.03827.02827.01827.00660.00 827.10827.09827.07827.06827.05675.00 827.34827.23827.17827.13827.11690.00 828.07827.91827.73827.60827.47705.00 828.87828.82828.69828.49828.26720.00 828.91828.89828.86828.85828.86735.00 828.90828.91828.91828.90828.91750.00 828.90828.90828.92828.92828.90765.00 828.90828.89828.90828.92828.92780.00 828.87828.87828.88828.89828.89795.00 828.84828.84828.85828.87828.88810.00 828.80828.81828.82828.83828.84825.00 828.76828.77828.78828.79828.80840.00 828.70828.71828.72828.73828.75855.00 828.65828.66828.67828.68828.69870.00 828.61828.62828.63828.64828.64885.00 828.57828.58828.59828.60828.61900.00 828.52828.53828.54828.55828.56915.00 828.48828.49828.50828.51828.51930.00 828.45828.46828.47828.47828.48945.00 828.41828.41828.43828.44828.44960.00 828.36828.37828.38828.39828.41975.00 828.32828.33828.34828.35828.35990.00 828.26828.27828.28828.30828.311,005.00 828.20828.21828.22828.24828.251,020.00 828.14828.15828.17828.18828.191,035.00 828.09828.10828.11828.12828.131,050.00 828.04828.05828.06828.07828.081,065.00 828.00828.01828.02828.03828.041,080.00 827.97827.97827.98827.99828.001,095.00 827.93827.94827.94827.95827.961,110.00 827.89827.90827.91827.92827.921,125.00 827.86827.86827.87827.88827.881,140.00 827.82827.83827.84827.84827.851,155.00 827.77827.78827.79827.80827.811,170.00 827.72827.73827.74827.75827.761,185.00 827.65827.66827.68827.69827.701,200.00 Page 49 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 827.58827.60827.61827.62827.641,215.00 827.52827.53827.55827.56827.571,230.00 827.48827.49827.50827.51827.511,245.00 827.44827.45827.46827.47827.481,260.00 827.41827.41827.42827.43827.441,275.00 827.37827.38827.39827.39827.401,290.00 827.32827.33827.34827.35827.361,305.00 827.28827.29827.30827.31827.321,320.00 827.24827.25827.25827.26827.271,335.00 827.18827.19827.20827.21827.231,350.00 827.12827.13827.15827.16827.171,365.00 827.07827.08827.09827.10827.111,380.00 827.03827.04827.04827.05827.061,395.00 827.01827.02827.02827.02827.031,410.00 827.00827.00827.01827.01827.011,425.00 (N/A)(N/A)(N/A)(N/A)827.001,440.00 Page 50 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.74826.74826.74826.74826.740.00 826.74826.74826.74826.74826.7415.00 826.74826.74826.74826.74826.7430.00 826.74826.74826.74826.74826.7445.00 826.74826.74826.74826.74826.7460.00 826.74826.74826.74826.74826.7475.00 826.74826.74826.74826.74826.7490.00 826.74826.74826.74826.74826.74105.00 826.74826.74826.74826.74826.74120.00 826.74826.74826.74826.74826.74135.00 826.74826.74826.74826.74826.74150.00 826.74826.74826.74826.74826.74165.00 826.74826.74826.74826.74826.74180.00 826.75826.75826.75826.74826.74195.00 826.75826.75826.75826.75826.75210.00 826.76826.76826.76826.75826.75225.00 826.76826.76826.76826.76826.76240.00 826.77826.77826.77826.77826.77255.00 826.78826.78826.78826.77826.77270.00 826.79826.79826.78826.78826.78285.00 826.80826.79826.79826.79826.79300.00 826.80826.80826.80826.80826.80315.00 826.81826.81826.81826.81826.81330.00 826.82826.82826.82826.82826.82345.00 826.83826.83826.83826.83826.83360.00 826.84826.84826.84826.84826.84375.00 826.85826.85826.85826.85826.85390.00 826.87826.86826.86826.86826.86405.00 826.88826.87826.87826.87826.87420.00 826.89826.88826.88826.88826.88435.00 826.90826.89826.89826.89826.89450.00 826.91826.91826.90826.90826.90465.00 826.92826.92826.91826.91826.91480.00 826.93826.93826.93826.92826.92495.00 826.95826.95826.94826.94826.94510.00 826.99826.98826.97826.97826.96525.00 827.02827.01827.01827.00826.99540.00 827.04827.03827.03827.03827.02555.00 827.05827.05827.04827.04827.04570.00 827.07827.06827.06827.05827.05585.00 Page 51 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 827.09827.09827.08827.08827.07600.00 827.17827.15827.13827.12827.10615.00 827.27827.25827.23827.21827.19630.00 827.38827.35827.33827.31827.29645.00 827.48827.46827.44827.42827.40660.00 827.57827.55827.53827.52827.50675.00 827.92827.81827.74827.67827.61690.00 829.09828.71828.42828.16828.03705.00 830.92831.04830.82830.28829.64720.00 831.24831.36831.28830.99830.84735.00 831.38831.44831.41831.28831.16750.00 831.43831.49831.54831.49831.39765.00 831.37831.38831.45831.51831.47780.00 831.44831.37831.38831.46831.44795.00 831.38831.35831.33831.36831.45810.00 831.28831.26831.22831.27831.35825.00 831.19831.19831.16831.19831.25840.00 831.11831.12831.07831.04831.11855.00 831.00831.00831.00831.01831.02870.00 830.81830.84830.92830.91830.91885.00 830.72830.76830.80830.82830.82900.00 830.61830.64830.70830.73830.73915.00 830.52830.52830.59830.63830.62930.00 830.41830.37830.38830.45830.51945.00 830.32830.32830.32830.35830.41960.00 830.22830.22830.24830.27830.30975.00 830.11830.15830.17830.19830.20990.00 830.04830.05830.04830.04830.071,005.00 829.92829.97829.96829.96830.011,020.00 829.84829.84829.87829.92829.921,035.00 829.77829.78829.81829.83829.841,050.00 829.68829.70829.72829.74829.751,065.00 829.58829.61829.65829.66829.671,080.00 829.50829.51829.54829.57829.581,095.00 829.44829.45829.49829.51829.511,110.00 829.35829.37829.37829.39829.431,125.00 829.28829.29829.31829.32829.331,140.00 829.19829.21829.22829.24829.261,155.00 829.13829.15829.16829.17829.181,170.00 829.06829.07829.07829.07829.101,185.00 828.99828.99828.99829.00829.031,200.00 Page 52 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 828.93828.96828.97828.96828.971,215.00 828.88828.90828.91828.92828.911,230.00 828.82828.84828.85828.86828.861,245.00 828.75828.77828.78828.80828.811,260.00 828.68828.69828.71828.72828.741,275.00 828.62828.64828.64828.65828.661,290.00 828.56828.58828.58828.60828.611,305.00 828.52828.53828.53828.55828.561,320.00 828.48828.48828.49828.50828.511,335.00 828.43828.45828.46828.46828.471,350.00 828.39828.40828.40828.42828.431,365.00 828.35828.36828.37828.38828.391,380.00 828.30828.31828.33828.34828.341,395.00 828.25828.26828.27828.28828.291,410.00 828.18828.19828.21828.22828.231,425.00 (N/A)(N/A)(N/A)(N/A)828.171,440.00 Page 53 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.50826.50826.50826.50826.500.00 826.50826.50826.50826.50826.5015.00 826.50826.50826.50826.50826.5030.00 826.50826.50826.50826.50826.5045.00 826.50826.50826.50826.50826.5060.00 826.50826.50826.50826.50826.5075.00 826.50826.50826.50826.50826.5090.00 826.50826.50826.50826.50826.50105.00 826.50826.50826.50826.50826.50120.00 826.50826.50826.50826.50826.50135.00 826.50826.50826.50826.50826.50150.00 826.50826.50826.50826.50826.50165.00 826.50826.50826.50826.50826.50180.00 826.50826.50826.50826.50826.50195.00 826.50826.50826.50826.50826.50210.00 826.50826.50826.50826.50826.50225.00 826.50826.50826.50826.50826.50240.00 826.50826.50826.50826.50826.50255.00 826.50826.50826.50826.50826.50270.00 826.50826.50826.50826.50826.50285.00 826.50826.50826.50826.50826.50300.00 826.50826.50826.50826.50826.50315.00 826.50826.50826.50826.50826.50330.00 826.50826.50826.50826.50826.50345.00 826.50826.50826.50826.50826.50360.00 826.50826.50826.50826.50826.50375.00 826.50826.50826.50826.50826.50390.00 826.51826.51826.51826.51826.50405.00 826.51826.51826.51826.51826.51420.00 826.51826.51826.51826.51826.51435.00 826.51826.51826.51826.51826.51450.00 826.52826.52826.52826.52826.51465.00 826.52826.52826.52826.52826.52480.00 826.52826.52826.52826.52826.52495.00 826.53826.53826.53826.53826.53510.00 826.54826.53826.53826.53826.53525.00 826.54826.54826.54826.54826.54540.00 826.55826.55826.55826.54826.54555.00 826.55826.55826.55826.55826.55570.00 826.56826.56826.56826.56826.56585.00 Page 54 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.57826.57826.57826.57826.56600.00 826.59826.58826.58826.58826.58615.00 826.60826.60826.60826.59826.59630.00 826.61826.60826.60826.60826.60645.00 826.63826.62826.62826.61826.61660.00 826.67826.66826.65826.64826.63675.00 826.78826.73826.71826.69826.68690.00 827.58827.32827.11826.95826.83705.00 828.07828.09828.06827.92827.76720.00 828.10828.10828.09828.07828.06735.00 828.10828.10828.10828.10828.10750.00 828.08828.08828.09828.09828.09765.00 828.05828.06828.07828.07828.08780.00 828.02828.03828.04828.04828.05795.00 827.98827.99828.00828.01828.02810.00 827.93827.94827.95827.96827.97825.00 827.89827.90827.90827.91827.92840.00 827.85827.85827.86827.87827.88855.00 827.81827.82827.82827.83827.84870.00 827.78827.79827.79827.80827.80885.00 827.74827.75827.76827.76827.77900.00 827.71827.71827.72827.73827.73915.00 827.67827.68827.69827.69827.70930.00 827.63827.64827.65827.66827.67945.00 827.59827.60827.61827.62827.63960.00 827.53827.54827.55827.57827.58975.00 827.46827.47827.49827.50827.52990.00 827.38827.40827.41827.42827.441,005.00 827.33827.34827.35827.36827.371,020.00 827.29827.30827.30827.31827.321,035.00 827.23827.24827.25827.27827.281,050.00 827.18827.19827.20827.21827.221,065.00 827.13827.14827.15827.16827.171,080.00 827.09827.10827.11827.12827.121,095.00 827.06827.07827.07827.08827.091,110.00 827.03827.03827.04827.05827.051,125.00 826.98826.99827.00827.01827.021,140.00 826.93826.94826.95826.96826.971,155.00 826.87826.88826.89826.90826.911,170.00 826.83826.84826.84826.85826.861,185.00 826.81826.82826.82826.82826.831,200.00 Page 55 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.80826.80826.81826.81826.811,215.00 826.79826.79826.79826.80826.801,230.00 826.77826.78826.78826.78826.791,245.00 826.76826.76826.76826.77826.771,260.00 826.74826.74826.75826.75826.751,275.00 826.72826.73826.73826.73826.741,290.00 826.70826.71826.71826.71826.721,305.00 826.68826.69826.69826.69826.701,320.00 826.66826.67826.67826.68826.681,335.00 826.65826.65826.65826.66826.661,350.00 826.63826.64826.64826.64826.651,365.00 826.62826.62826.62826.63826.631,380.00 826.61826.61826.61826.61826.621,395.00 826.57826.57826.59826.60826.601,410.00 826.57826.57826.57826.57826.571,425.00 (N/A)(N/A)(N/A)(N/A)826.571,440.00 Page 56 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.50826.50826.50826.50826.500.00 826.50826.50826.50826.50826.5015.00 826.50826.50826.50826.50826.5030.00 826.50826.50826.50826.50826.5045.00 826.50826.50826.50826.50826.5060.00 826.50826.50826.50826.50826.5075.00 826.50826.50826.50826.50826.5090.00 826.50826.50826.50826.50826.50105.00 826.50826.50826.50826.50826.50120.00 826.50826.50826.50826.50826.50135.00 826.50826.50826.50826.50826.50150.00 826.50826.50826.50826.50826.50165.00 826.50826.50826.50826.50826.50180.00 826.50826.50826.50826.50826.50195.00 826.50826.50826.50826.50826.50210.00 826.50826.50826.50826.50826.50225.00 826.50826.50826.50826.50826.50240.00 826.50826.50826.50826.50826.50255.00 826.50826.50826.50826.50826.50270.00 826.50826.50826.50826.50826.50285.00 826.51826.50826.50826.50826.50300.00 826.51826.51826.51826.51826.51315.00 826.51826.51826.51826.51826.51330.00 826.52826.51826.51826.51826.51345.00 826.52826.52826.52826.52826.52360.00 826.52826.52826.52826.52826.52375.00 826.53826.53826.53826.53826.52390.00 826.53826.53826.53826.53826.53405.00 826.54826.54826.54826.54826.53420.00 826.54826.54826.54826.54826.54435.00 826.55826.55826.55826.55826.54450.00 826.55826.55826.55826.55826.55465.00 826.56826.56826.56826.56826.56480.00 826.57826.57826.56826.56826.56495.00 826.58826.58826.57826.57826.57510.00 826.59826.59826.58826.58826.58525.00 826.60826.60826.60826.59826.59540.00 826.60826.60826.60826.60826.60555.00 826.61826.61826.61826.61826.60570.00 826.62826.62826.62826.61826.61585.00 Page 57 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.64826.64826.64826.63826.63600.00 826.67826.67826.66826.66826.65615.00 826.71826.71826.70826.69826.68630.00 826.77826.76826.75826.73826.72645.00 826.82826.81826.80826.79826.78660.00 826.91826.88826.86826.85826.84675.00 827.17827.10827.04826.99826.95690.00 828.15827.83827.65827.43827.28705.00 828.80828.82828.82828.71828.47720.00 828.86828.87828.85828.81828.79735.00 828.85828.85828.87828.86828.85750.00 828.88828.85828.85828.88828.88765.00 828.85828.86828.84828.85828.88780.00 828.84828.83828.82828.84828.84795.00 828.79828.80828.80828.80828.82810.00 828.76828.77828.77828.78828.79825.00 828.72828.73828.74828.74828.75840.00 828.68828.69828.70828.70828.71855.00 828.64828.65828.66828.67828.67870.00 828.61828.61828.62828.63828.64885.00 828.56828.57828.58828.59828.60900.00 828.51828.52828.53828.54828.55915.00 828.45828.46828.47828.48828.50930.00 828.39828.41828.44828.44828.44945.00 828.36828.36828.36828.38828.40960.00 828.30828.31828.31828.32828.34975.00 828.26828.27828.28828.29828.29990.00 828.21828.22828.23828.24828.251,005.00 828.17828.18828.19828.19828.201,020.00 828.13828.14828.15828.15828.161,035.00 828.08828.09828.10828.11828.121,050.00 828.03828.04828.05828.06828.071,065.00 827.97827.99828.00828.01828.021,080.00 827.91827.92827.93827.95827.961,095.00 827.86827.87827.88827.89827.901,110.00 827.82827.83827.83827.84827.851,125.00 827.78827.79827.80827.80827.811,140.00 827.74827.75827.76827.76827.771,155.00 827.70827.71827.71827.72827.731,170.00 827.66827.67827.68827.68827.691,185.00 827.62827.63827.64827.64827.651,200.00 Page 58 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 827.56827.57827.59827.60827.611,215.00 827.49827.51827.52827.54827.551,230.00 827.41827.43827.44827.46827.481,245.00 827.35827.36827.37827.39827.401,260.00 827.30827.31827.32827.33827.341,275.00 827.25827.26827.28827.29827.301,290.00 827.19827.21827.22827.23827.241,305.00 827.15827.16827.17827.18827.181,320.00 827.11827.11827.12827.13827.141,335.00 827.07827.08827.09827.09827.101,350.00 827.04827.05827.05827.06827.071,365.00 827.01827.01827.02827.03827.031,380.00 826.96826.97826.98826.99827.001,395.00 826.90826.92826.93826.94826.951,410.00 826.86826.86826.87826.88826.891,425.00 (N/A)(N/A)(N/A)(N/A)826.851,440.00 Page 59 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.50826.50826.50826.50826.500.00 826.50826.50826.50826.50826.5015.00 826.50826.50826.50826.50826.5030.00 826.50826.50826.50826.50826.5045.00 826.50826.50826.50826.50826.5060.00 826.50826.50826.50826.50826.5075.00 826.50826.50826.50826.50826.5090.00 826.50826.50826.50826.50826.50105.00 826.50826.50826.50826.50826.50120.00 826.50826.50826.50826.50826.50135.00 826.50826.50826.50826.50826.50150.00 826.50826.50826.50826.50826.50165.00 826.50826.50826.50826.50826.50180.00 826.51826.51826.51826.50826.50195.00 826.51826.51826.51826.51826.51210.00 826.52826.52826.52826.51826.51225.00 826.52826.52826.52826.52826.52240.00 826.53826.53826.53826.53826.53255.00 826.54826.54826.54826.53826.53270.00 826.55826.55826.54826.54826.54285.00 826.56826.55826.55826.55826.55300.00 826.56826.56826.56826.56826.56315.00 826.57826.57826.57826.57826.57330.00 826.58826.58826.58826.58826.58345.00 826.59826.59826.59826.59826.59360.00 826.60826.60826.60826.59826.60375.00 826.60826.60826.60826.60826.60390.00 826.61826.61826.61826.61826.60405.00 826.62826.62826.62826.61826.61420.00 826.64826.63826.63826.63826.63435.00 826.66826.65826.65826.65826.64450.00 826.68826.67826.67826.66826.66465.00 826.70826.70826.69826.69826.68480.00 826.73826.72826.72826.71826.71495.00 826.76826.76826.75826.74826.74510.00 826.79826.79826.78826.77826.77525.00 826.82826.81826.81826.80826.80540.00 826.84826.84826.83826.83826.82555.00 826.87826.86826.86826.85826.85570.00 826.93826.92826.91826.89826.88585.00 Page 60 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 827.02827.00826.98826.96826.95600.00 827.08827.07827.06827.05827.03615.00 827.14827.13827.12827.10827.09630.00 827.25827.22827.20827.18827.16645.00 827.35827.33827.31827.29827.27660.00 827.57827.52827.47827.42827.38675.00 827.83827.75827.69827.64827.61690.00 829.64829.01828.58828.26828.02705.00 830.79830.86831.05830.84830.29720.00 831.16831.22831.33831.29830.99735.00 831.36831.35831.42831.41831.28750.00 831.45831.39831.47831.54831.49765.00 831.44831.34831.34831.42831.51780.00 831.43831.44831.35831.35831.44795.00 831.33831.36831.33831.31831.33810.00 831.25831.27831.26831.22831.25825.00 831.11831.19831.19831.16831.19840.00 831.00831.11831.15831.08831.04855.00 830.88830.99830.99830.99831.01870.00 830.81830.79830.81830.90830.89885.00 830.73830.72830.75830.79830.81900.00 830.62830.61830.64830.70830.73915.00 830.51830.52830.52830.59830.63930.00 830.39830.41830.34830.34830.42945.00 830.28830.29830.30830.29830.31960.00 830.20830.22830.22830.23830.25975.00 830.07830.11830.15830.17830.19990.00 829.99830.04830.05830.04830.041,005.00 829.89829.88829.96829.95829.931,020.00 829.81829.81829.81829.83829.891,035.00 829.74829.75829.76829.78829.801,050.00 829.67829.68829.70829.71829.731,065.00 829.58829.58829.61829.65829.661,080.00 829.51829.49829.49829.54829.571,095.00 829.40829.40829.41829.47829.511,110.00 829.29829.31829.34829.33829.341,125.00 829.24829.25829.26829.27829.291,140.00 829.18829.19829.20829.21829.221,155.00 829.10829.13829.15829.16829.171,170.00 829.02829.06829.07829.07829.071,185.00 828.95828.98828.98828.98828.991,200.00 Page 61 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 828.86828.88828.94828.95828.931,215.00 828.82828.84828.85828.87828.891,230.00 828.77828.78828.79828.81828.811,245.00 828.71828.73828.74828.75828.761,260.00 828.66828.67828.68828.69828.701,275.00 828.61828.62828.64828.64828.651,290.00 828.56828.56828.58828.58828.601,305.00 828.51828.52828.53828.53828.551,320.00 828.44828.45828.46828.48828.491,335.00 828.39828.38828.41828.43828.431,350.00 828.34828.34828.35828.35828.371,365.00 828.29828.30828.31828.32828.331,380.00 828.24828.25828.26828.27828.281,395.00 828.20828.21828.22828.23828.231,410.00 828.16828.17828.17828.18828.191,425.00 (N/A)(N/A)(N/A)(N/A)828.151,440.00 Page 62 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.29826.29826.29826.29826.290.00 826.29826.29826.29826.29826.2915.00 826.29826.29826.29826.29826.2930.00 826.29826.29826.29826.29826.2945.00 826.29826.29826.29826.29826.2960.00 826.29826.29826.29826.29826.2975.00 826.29826.29826.29826.29826.2990.00 826.29826.29826.29826.29826.29105.00 826.29826.29826.29826.29826.29120.00 826.29826.29826.29826.29826.29135.00 826.29826.29826.29826.29826.29150.00 826.29826.29826.29826.29826.29165.00 826.29826.29826.29826.29826.29180.00 826.29826.29826.29826.29826.29195.00 826.29826.29826.29826.29826.29210.00 826.29826.29826.29826.29826.29225.00 826.29826.29826.29826.29826.29240.00 826.29826.29826.29826.29826.29255.00 826.29826.29826.29826.29826.29270.00 826.29826.29826.29826.29826.29285.00 826.29826.29826.29826.29826.29300.00 826.29826.29826.29826.29826.29315.00 826.29826.29826.29826.29826.29330.00 826.29826.29826.29826.29826.29345.00 826.29826.29826.29826.29826.29360.00 826.29826.29826.29826.29826.29375.00 826.29826.29826.29826.29826.29390.00 826.29826.29826.29826.29826.29405.00 826.30826.30826.29826.29826.29420.00 826.30826.30826.30826.30826.30435.00 826.30826.30826.30826.30826.30450.00 826.31826.31826.31826.31826.31465.00 826.32826.31826.31826.31826.31480.00 826.32826.32826.32826.32826.32495.00 826.33826.33826.33826.33826.32510.00 826.34826.34826.34826.34826.33525.00 826.35826.35826.35826.35826.34540.00 826.37826.36826.36826.36826.36555.00 826.38826.38826.37826.37826.37570.00 826.40826.39826.39826.39826.38585.00 Page 63 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.42826.41826.41826.40826.40600.00 826.44826.44826.43826.43826.42615.00 826.47826.47826.46826.45826.45630.00 826.51826.50826.49826.49826.48645.00 826.55826.54826.53826.52826.52660.00 826.60826.59826.58826.57826.56675.00 826.81826.73826.67826.63826.61690.00 827.76827.52827.32827.11826.95705.00 828.02828.04828.09828.09827.97720.00 828.06828.06828.06828.05828.03735.00 828.05828.05828.05828.06828.06750.00 828.03828.04828.04828.04828.05765.00 828.01828.02828.02828.03828.03780.00 827.99827.99828.00828.00828.01795.00 827.96827.96827.97827.98827.98810.00 827.92827.93827.93827.94827.95825.00 827.88827.89827.89827.90827.91840.00 827.83827.84827.85827.86827.87855.00 827.79827.80827.81827.82827.83870.00 827.73827.74827.75827.77827.78885.00 827.68827.69827.70827.71827.72900.00 827.63827.64827.65827.66827.67915.00 827.60827.60827.61827.62827.62930.00 827.56827.56827.57827.58827.59945.00 827.52827.52827.53827.54827.55960.00 827.47827.47827.48827.49827.50975.00 827.41827.42827.43827.44827.46990.00 827.36827.37827.38827.39827.401,005.00 827.30827.32827.33827.34827.351,020.00 827.21827.23827.25827.27827.291,035.00 827.12827.13827.15827.17827.181,050.00 827.06827.07827.08827.09827.101,065.00 827.00827.01827.02827.03827.041,080.00 826.96826.97826.98826.99827.001,095.00 826.93826.93826.94826.95826.951,110.00 826.90826.90826.91826.92826.921,125.00 826.86826.87826.88826.88826.891,140.00 826.83826.84826.85826.85826.861,155.00 826.80826.80826.81826.82826.831,170.00 826.75826.76826.77826.78826.791,185.00 826.70826.71826.72826.73826.741,200.00 Page 64 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.66826.67826.67826.68826.691,215.00 826.63826.63826.64826.64826.651,230.00 826.60826.61826.61826.62826.621,245.00 826.59826.59826.60826.60826.601,260.00 826.58826.58826.58826.59826.591,275.00 826.57826.57826.57826.58826.581,290.00 826.56826.56826.56826.57826.571,305.00 826.55826.55826.55826.56826.561,320.00 826.54826.54826.54826.55826.551,335.00 826.53826.53826.53826.54826.541,350.00 826.52826.52826.52826.53826.531,365.00 826.51826.51826.51826.52826.521,380.00 826.50826.50826.51826.51826.511,395.00 826.49826.50826.50826.50826.501,410.00 826.48826.48826.48826.49826.491,425.00 (N/A)(N/A)(N/A)(N/A)826.471,440.00 Page 65 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.29826.29826.29826.29826.290.00 826.29826.29826.29826.29826.2915.00 826.29826.29826.29826.29826.2930.00 826.29826.29826.29826.29826.2945.00 826.29826.29826.29826.29826.2960.00 826.29826.29826.29826.29826.2975.00 826.29826.29826.29826.29826.2990.00 826.29826.29826.29826.29826.29105.00 826.29826.29826.29826.29826.29120.00 826.29826.29826.29826.29826.29135.00 826.29826.29826.29826.29826.29150.00 826.29826.29826.29826.29826.29165.00 826.29826.29826.29826.29826.29180.00 826.29826.29826.29826.29826.29195.00 826.29826.29826.29826.29826.29210.00 826.29826.29826.29826.29826.29225.00 826.29826.29826.29826.29826.29240.00 826.29826.29826.29826.29826.29255.00 826.29826.29826.29826.29826.29270.00 826.29826.29826.29826.29826.29285.00 826.29826.29826.29826.29826.29300.00 826.29826.29826.29826.29826.29315.00 826.30826.30826.30826.30826.30330.00 826.30826.30826.30826.30826.30345.00 826.31826.31826.31826.31826.31360.00 826.32826.32826.32826.31826.31375.00 826.33826.33826.32826.32826.32390.00 826.34826.34826.33826.33826.33405.00 826.35826.35826.34826.34826.34420.00 826.36826.36826.35826.35826.35435.00 826.37826.37826.37826.36826.36450.00 826.38826.38826.38826.37826.37465.00 826.40826.39826.39826.39826.38480.00 826.41826.41826.40826.40826.40495.00 826.43826.43826.42826.42826.41510.00 826.45826.45826.44826.44826.43525.00 826.47826.47826.47826.46826.46540.00 826.49826.49826.49826.48826.48555.00 826.51826.51826.51826.50826.50570.00 826.53826.53826.52826.52826.52585.00 Page 66 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.55826.55826.54826.54826.54600.00 826.58826.58826.57826.56826.56615.00 826.62826.61826.60826.60826.59630.00 826.67826.66826.65826.64826.63645.00 826.75826.73826.71826.70826.69660.00 826.89826.86826.83826.80826.77675.00 827.28827.12827.01826.95826.91690.00 828.53828.20827.84827.58827.40705.00 828.77828.80828.87828.88828.76720.00 828.85828.86828.87828.85828.80735.00 828.88828.85828.85828.87828.86750.00 828.88828.88828.85828.85828.88765.00 828.84828.85828.86828.84828.85780.00 828.82828.84828.83828.82828.84795.00 828.77828.78828.79828.79828.80810.00 828.72828.73828.74828.75828.76825.00 828.67828.68828.69828.70828.71840.00 828.63828.64828.65828.66828.67855.00 828.60828.60828.61828.62828.62870.00 828.56828.57828.58828.59828.59885.00 828.53828.53828.54828.55828.56900.00 828.49828.50828.50828.51828.52915.00 828.44828.45828.46828.47828.48930.00 828.40828.39828.41828.44828.44945.00 828.34828.36828.36828.36828.38960.00 828.28828.29828.30828.31828.32975.00 828.21828.22828.23828.25828.26990.00 828.15828.16828.17828.18828.191,005.00 828.11828.12828.12828.13828.141,020.00 828.07828.08828.09828.09828.101,035.00 828.03828.04828.04828.05828.061,050.00 827.99828.00828.01828.01828.021,065.00 827.95827.96827.97827.98827.981,080.00 827.90827.91827.92827.93827.941,095.00 827.85827.86827.87827.88827.891,110.00 827.80827.81827.82827.83827.841,125.00 827.73827.74827.76827.77827.781,140.00 827.67827.68827.69827.70827.721,155.00 827.62827.63827.64827.65827.661,170.00 827.58827.59827.60827.61827.611,185.00 827.54827.55827.56827.57827.571,200.00 Page 67 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 827.49827.50827.51827.52827.531,215.00 827.44827.45827.46827.47827.481,230.00 827.38827.39827.41827.42827.431,245.00 827.33827.34827.35827.36827.371,260.00 827.25827.27827.29827.30827.321,275.00 827.15827.16827.18827.20827.231,290.00 827.08827.09827.10827.11827.131,305.00 827.02827.03827.04827.05827.061,320.00 826.98826.98826.99827.00827.011,335.00 826.94826.95826.95826.96826.971,350.00 826.91826.92826.92826.93826.941,365.00 826.88826.89826.89826.90826.911,380.00 826.86826.86826.86826.87826.871,395.00 826.82826.83826.84826.84826.851,410.00 826.79826.80826.80826.81826.821,425.00 (N/A)(N/A)(N/A)(N/A)826.781,440.00 Page 68 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.29826.29826.29826.29826.290.00 826.29826.29826.29826.29826.2915.00 826.29826.29826.29826.29826.2930.00 826.29826.29826.29826.29826.2945.00 826.29826.29826.29826.29826.2960.00 826.29826.29826.29826.29826.2975.00 826.29826.29826.29826.29826.2990.00 826.29826.29826.29826.29826.29105.00 826.29826.29826.29826.29826.29120.00 826.29826.29826.29826.29826.29135.00 826.29826.29826.29826.29826.29150.00 826.29826.29826.29826.29826.29165.00 826.29826.29826.29826.29826.29180.00 826.29826.29826.29826.29826.29195.00 826.30826.30826.29826.29826.29210.00 826.31826.30826.30826.30826.30225.00 826.32826.31826.31826.31826.31240.00 826.33826.32826.32826.32826.32255.00 826.34826.34826.34826.33826.33270.00 826.36826.35826.35826.35826.34285.00 826.37826.37826.37826.36826.36300.00 826.39826.39826.39826.38826.38315.00 826.41826.41826.41826.40826.40330.00 826.43826.43826.43826.42826.42345.00 826.46826.45826.45826.44826.44360.00 826.48826.47826.47826.46826.46375.00 826.49826.49826.49826.48826.48390.00 826.51826.51826.50826.50826.50405.00 826.53826.52826.52826.52826.51420.00 826.54826.54826.53826.53826.53435.00 826.56826.55826.55826.55826.54450.00 826.57826.57826.56826.56826.56465.00 826.59826.59826.58826.58826.57480.00 826.61826.61826.60826.60826.59495.00 826.64826.64826.63826.62826.62510.00 826.68826.67826.66826.66826.65525.00 826.72826.71826.70826.69826.68540.00 826.78826.76826.75826.74826.73555.00 826.83826.82826.81826.80826.79570.00 826.87826.86826.85826.84826.84585.00 Page 69 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 826.93826.92826.90826.89826.88600.00 827.00826.99826.97826.96826.95615.00 827.08827.06827.04827.03827.01630.00 827.21827.18827.15827.12827.10645.00 827.36827.33827.31827.28827.24660.00 827.55827.51827.47827.43827.40675.00 828.04827.85827.73827.65827.59690.00 830.39829.69829.05828.60828.28705.00 830.99830.75830.86831.12830.97720.00 831.26831.12831.20831.37831.32735.00 831.51831.36831.35831.46831.44750.00 831.51831.45831.39831.47831.55765.00 831.44831.44831.34831.34831.42780.00 831.33831.43831.44831.35831.35795.00 831.22831.33831.36831.33831.30810.00 831.16831.23831.26831.23831.19825.00 831.03831.10831.18831.16831.12840.00 831.01831.00831.10831.14831.06855.00 830.89830.88830.99830.99830.99870.00 830.81830.80830.77830.79830.90885.00 830.71830.70830.70830.73830.78900.00 830.63830.60830.58830.62830.69915.00 830.42830.51830.52830.52830.58930.00 830.31830.39830.41830.34830.34945.00 830.23830.27830.29830.29830.28960.00 830.16830.18830.19830.19830.20975.00 830.03830.06830.09830.13830.15990.00 829.93829.99830.04830.05830.031,005.00 829.89829.89829.88829.96829.951,020.00 829.79829.81829.81829.80829.821,035.00 829.70829.71829.72829.74829.761,050.00 829.64829.64829.65829.66829.681,065.00 829.56829.55829.56829.59829.621,080.00 829.51829.51829.49829.49829.531,095.00 829.34829.40829.40829.41829.471,110.00 829.27829.28829.31829.34829.331,125.00 829.19829.21829.22829.24829.251,140.00 829.13829.14829.15829.17829.181,155.00 829.04829.07829.10829.11829.121,170.00 828.98829.01829.05829.05829.041,185.00 828.93828.95828.98828.98828.981,200.00 Page 70 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 828.89828.86828.88828.94828.951,215.00 828.81828.81828.84828.85828.871,230.00 828.73828.75828.76828.78828.801,245.00 828.66828.68828.69828.70828.721,260.00 828.61828.62828.63828.64828.651,275.00 828.56828.57828.59828.59828.601,290.00 828.52828.53828.54828.54828.551,305.00 828.48828.49828.50828.51828.511,320.00 828.43828.44828.45828.46828.471,335.00 828.37828.39828.38828.41828.431,350.00 828.33828.34828.34828.35828.351,365.00 828.26828.27828.29828.30828.321,380.00 828.19828.20828.22828.23828.241,395.00 828.14828.15828.16828.17828.181,410.00 828.10828.11828.11828.12828.131,425.00 (N/A)(N/A)(N/A)(N/A)828.091,440.00 Page 71 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.51829.51829.51829.51829.510.00 829.51829.51829.51829.51829.5115.00 829.51829.51829.51829.51829.5130.00 829.51829.51829.51829.51829.5145.00 829.51829.51829.51829.51829.5160.00 829.51829.51829.51829.51829.5175.00 829.51829.51829.51829.51829.5190.00 829.51829.51829.51829.51829.51105.00 829.51829.51829.51829.51829.51120.00 829.51829.51829.51829.51829.51135.00 829.51829.51829.51829.51829.51150.00 829.51829.51829.51829.51829.51165.00 829.51829.51829.51829.51829.51180.00 829.51829.51829.51829.51829.51195.00 829.51829.51829.51829.51829.51210.00 829.51829.51829.51829.51829.51225.00 829.51829.51829.51829.51829.51240.00 829.51829.51829.51829.51829.51255.00 829.51829.51829.51829.51829.51270.00 829.51829.51829.51829.51829.51285.00 829.51829.51829.51829.51829.51300.00 829.51829.51829.51829.51829.51315.00 829.51829.51829.51829.51829.51330.00 829.51829.51829.51829.51829.51345.00 829.51829.51829.51829.51829.51360.00 829.51829.51829.51829.51829.51375.00 829.51829.51829.51829.51829.51390.00 829.51829.51829.51829.51829.51405.00 829.51829.51829.51829.51829.51420.00 829.51829.51829.51829.51829.51435.00 829.51829.51829.51829.51829.51450.00 829.51829.51829.51829.51829.51465.00 829.51829.51829.51829.51829.51480.00 829.51829.51829.51829.51829.51495.00 829.51829.51829.51829.51829.51510.00 829.52829.51829.51829.51829.51525.00 829.52829.52829.52829.52829.52540.00 829.52829.52829.52829.52829.52555.00 829.53829.53829.53829.53829.52570.00 829.54829.53829.53829.53829.53585.00 Page 72 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.54829.54829.54829.54829.54600.00 829.55829.55829.55829.55829.55615.00 829.57829.57829.56829.56829.56630.00 829.59829.58829.58829.58829.57645.00 829.62829.61829.60829.60829.59660.00 829.67829.66829.64829.63829.62675.00 829.85829.78829.73829.70829.68690.00 830.57830.44830.23830.05829.95705.00 830.75830.79830.81830.78830.69720.00 830.69830.69830.69830.70830.72735.00 830.69830.69830.69830.69830.69750.00 830.69830.69830.69830.69830.69765.00 830.68830.68830.68830.69830.69780.00 830.68830.68830.68830.68830.68795.00 830.67830.67830.67830.67830.68810.00 830.65830.66830.66830.66830.67825.00 830.64830.64830.65830.65830.65840.00 830.62830.63830.63830.63830.64855.00 830.61830.61830.61830.62830.62870.00 830.59830.59830.59830.60830.60885.00 830.57830.57830.58830.58830.58900.00 830.55830.55830.56830.56830.56915.00 830.52830.53830.53830.54830.54930.00 830.50830.50830.51830.51830.52945.00 830.48830.48830.48830.49830.49960.00 830.46830.46830.47830.47830.47975.00 830.44830.45830.45830.45830.46990.00 830.43830.43830.43830.44830.441,005.00 830.40830.41830.41830.42830.421,020.00 830.38830.38830.39830.39830.401,035.00 830.37830.37830.37830.37830.381,050.00 830.36830.36830.36830.36830.371,065.00 830.36830.36830.36830.36830.361,080.00 830.35830.35830.35830.36830.361,095.00 830.34830.34830.34830.35830.351,110.00 830.33830.33830.33830.33830.341,125.00 830.31830.32830.32830.32830.321,140.00 830.30830.30830.30830.31830.311,155.00 830.28830.28830.29830.29830.291,170.00 830.26830.26830.27830.27830.281,185.00 830.23830.24830.24830.25830.251,200.00 Page 73 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 830.20830.20830.21830.22830.221,215.00 830.17830.17830.18830.19830.191,230.00 830.14830.14830.15830.16830.161,245.00 830.11830.11830.12830.12830.131,260.00 830.07830.08830.09830.09830.101,275.00 830.04830.05830.06830.06830.071,290.00 830.01830.02830.02830.03830.041,305.00 829.97829.98829.99830.00830.001,320.00 829.94829.95829.95829.96829.971,335.00 829.91829.91829.92829.93829.931,350.00 829.88829.89829.89829.90829.901,365.00 829.87829.87829.88829.88829.881,380.00 829.86829.87829.87829.87829.871,395.00 829.86829.86829.86829.86829.861,410.00 829.85829.85829.85829.85829.861,425.00 (N/A)(N/A)(N/A)(N/A)829.851,440.00 Page 74 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.51829.51829.51829.51829.510.00 829.51829.51829.51829.51829.5115.00 829.51829.51829.51829.51829.5130.00 829.51829.51829.51829.51829.5145.00 829.51829.51829.51829.51829.5160.00 829.51829.51829.51829.51829.5175.00 829.51829.51829.51829.51829.5190.00 829.51829.51829.51829.51829.51105.00 829.51829.51829.51829.51829.51120.00 829.51829.51829.51829.51829.51135.00 829.51829.51829.51829.51829.51150.00 829.51829.51829.51829.51829.51165.00 829.51829.51829.51829.51829.51180.00 829.51829.51829.51829.51829.51195.00 829.51829.51829.51829.51829.51210.00 829.51829.51829.51829.51829.51225.00 829.51829.51829.51829.51829.51240.00 829.51829.51829.51829.51829.51255.00 829.51829.51829.51829.51829.51270.00 829.51829.51829.51829.51829.51285.00 829.51829.51829.51829.51829.51300.00 829.51829.51829.51829.51829.51315.00 829.51829.51829.51829.51829.51330.00 829.51829.51829.51829.51829.51345.00 829.51829.51829.51829.51829.51360.00 829.51829.51829.51829.51829.51375.00 829.51829.51829.51829.51829.51390.00 829.51829.51829.51829.51829.51405.00 829.52829.52829.52829.51829.51420.00 829.52829.52829.52829.52829.52435.00 829.52829.52829.52829.52829.52450.00 829.53829.53829.53829.53829.53465.00 829.53829.53829.53829.53829.53480.00 829.54829.54829.54829.54829.54495.00 829.55829.55829.55829.54829.54510.00 829.56829.56829.55829.55829.55525.00 829.57829.57829.57829.56829.56540.00 829.58829.58829.58829.57829.57555.00 829.59829.59829.59829.58829.58570.00 829.61829.60829.60829.60829.59585.00 Page 75 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.63829.62829.62829.61829.61600.00 829.66829.65829.65829.64829.63615.00 829.70829.69829.68829.68829.67630.00 829.76829.75829.74829.72829.71645.00 829.85829.83829.81829.79829.78660.00 829.94829.92829.91829.89829.87675.00 830.20830.08830.01829.97829.95690.00 831.00830.82830.61830.49830.35705.00 831.24831.28831.33831.30831.16720.00 831.30831.29831.28831.26831.24735.00 831.31831.31831.31831.30831.30750.00 831.33831.33831.32831.32831.32765.00 831.36831.36831.35831.35831.34780.00 831.35831.36831.36831.35831.35795.00 831.35831.35831.36831.36831.35810.00 831.33831.34831.35831.35831.35825.00 831.32831.32831.33831.34831.34840.00 831.32831.32831.32831.32831.32855.00 831.31831.31831.31831.32831.32870.00 831.30831.31831.31831.31831.31885.00 831.29831.29831.30831.30831.30900.00 831.28831.28831.29831.29831.29915.00 831.27831.27831.27831.27831.28930.00 831.25831.26831.26831.26831.26945.00 831.23831.24831.24831.24831.25960.00 831.21831.21831.22831.22831.23975.00 831.19831.19831.20831.20831.20990.00 831.16831.16831.17831.17831.181,005.00 831.13831.13831.14831.15831.151,020.00 831.10831.10831.11831.12831.121,035.00 831.07831.07831.08831.09831.091,050.00 831.04831.05831.05831.06831.061,065.00 831.02831.03831.03831.04831.041,080.00 830.99830.99831.00831.01831.011,095.00 830.95830.97830.97830.97830.981,110.00 830.92830.93830.93830.94830.951,125.00 830.90830.90830.90830.91830.921,140.00 830.88830.87830.88830.89830.901,155.00 830.86830.86830.86830.87830.871,170.00 830.83830.83830.84830.85830.851,185.00 830.81830.81830.82830.82830.831,200.00 Page 76 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 830.79830.79830.80830.80830.801,215.00 830.77830.78830.78830.78830.791,230.00 830.76830.76830.77830.77830.771,245.00 830.74830.75830.75830.75830.761,260.00 830.72830.72830.73830.73830.741,275.00 830.70830.70830.71830.71830.721,290.00 830.67830.68830.68830.69830.691,305.00 830.65830.65830.66830.66830.671,320.00 830.62830.63830.63830.64830.641,335.00 830.59830.60830.60830.61830.611,350.00 830.57830.57830.58830.58830.591,365.00 830.54830.54830.55830.56830.561,380.00 830.51830.52830.52830.53830.531,395.00 830.48830.49830.49830.50830.501,410.00 830.46830.47830.47830.48830.481,425.00 (N/A)(N/A)(N/A)(N/A)830.461,440.00 Page 77 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.51829.51829.51829.51829.510.00 829.51829.51829.51829.51829.5115.00 829.51829.51829.51829.51829.5130.00 829.51829.51829.51829.51829.5145.00 829.51829.51829.51829.51829.5160.00 829.51829.51829.51829.51829.5175.00 829.51829.51829.51829.51829.5190.00 829.51829.51829.51829.51829.51105.00 829.51829.51829.51829.51829.51120.00 829.51829.51829.51829.51829.51135.00 829.51829.51829.51829.51829.51150.00 829.51829.51829.51829.51829.51165.00 829.51829.51829.51829.51829.51180.00 829.51829.51829.51829.51829.51195.00 829.51829.51829.51829.51829.51210.00 829.51829.51829.51829.51829.51225.00 829.51829.51829.51829.51829.51240.00 829.51829.51829.51829.51829.51255.00 829.51829.51829.51829.51829.51270.00 829.52829.52829.52829.52829.51285.00 829.52829.52829.52829.52829.52300.00 829.53829.53829.53829.53829.53315.00 829.54829.54829.54829.53829.53330.00 829.55829.55829.54829.54829.54345.00 829.56829.55829.55829.55829.55360.00 829.57829.56829.56829.56829.56375.00 829.58829.57829.57829.57829.57390.00 829.59829.58829.58829.58829.58405.00 829.60829.60829.59829.59829.59420.00 829.61829.61829.61829.60829.60435.00 829.63829.62829.62829.62829.61450.00 829.65829.64829.64829.63829.63465.00 829.67829.66829.66829.65829.65480.00 829.70829.69829.69829.68829.67495.00 829.74829.73829.72829.71829.70510.00 829.78829.77829.76829.75829.74525.00 829.84829.82829.81829.80829.79540.00 829.89829.88829.87829.86829.85555.00 829.91829.91829.90829.90829.89570.00 829.93829.93829.92829.92829.91585.00 Page 78 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.95829.94829.94829.94829.93600.00 829.98829.97829.96829.96829.95615.00 830.05830.03830.01830.00829.98630.00 830.18830.15830.12830.10830.07645.00 830.32830.29830.26830.23830.20660.00 830.42830.41830.40830.38830.36675.00 830.70830.57830.49830.45830.43690.00 831.95831.58831.28831.02830.87705.00 833.05832.74832.50832.45832.27720.00 833.45833.38833.35833.34833.28735.00 833.66833.62833.59833.56833.53750.00 833.77833.76833.74833.72833.70765.00 833.83833.82833.81833.80833.78780.00 833.87833.86833.86833.85833.84795.00 833.89833.89833.88833.88833.87810.00 833.89833.89833.89833.89833.89825.00 833.87833.87833.88833.88833.88840.00 833.85833.85833.86833.86833.87855.00 833.82833.83833.83833.84833.84870.00 833.79833.80833.80833.81833.82885.00 833.76833.76833.77833.78833.78900.00 833.72833.73833.74833.75833.75915.00 833.66833.67833.68833.70833.71930.00 833.60833.61833.62833.63833.65945.00 833.51833.54833.57833.58833.60960.00 833.34833.38833.43833.46833.48975.00 833.28833.28833.30833.34833.34990.00 833.23833.25833.26833.26833.271,005.00 833.17833.18833.19833.21833.221,020.00 833.10833.11833.12833.14833.151,035.00 832.99833.01833.04833.07833.091,050.00 832.81832.85832.89832.94832.971,065.00 832.75832.77832.80832.81832.801,080.00 832.70832.72832.73832.74832.751,095.00 832.64832.65832.67832.68832.691,110.00 832.58832.60832.61832.62832.631,125.00 832.48832.49832.51832.54832.561,140.00 832.41832.40832.39832.42832.461,155.00 832.34832.36832.39832.42832.421,170.00 832.28832.30832.32832.34832.331,185.00 832.25832.26832.27832.28832.281,200.00 Page 79 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 832.21832.22832.23832.24832.251,215.00 832.17832.18832.19832.20832.201,230.00 832.12832.13832.14832.15832.161,245.00 832.08832.08832.09832.10832.111,260.00 832.00832.02832.04832.05832.071,275.00 831.92831.95831.96831.97831.991,290.00 831.90831.92831.91831.90831.901,305.00 831.85831.86831.86831.86831.881,320.00 831.81831.81831.81831.82831.841,335.00 831.78831.78831.79831.80831.801,350.00 831.76831.77831.77831.78831.781,365.00 831.73831.74831.75831.75831.761,380.00 831.70831.71831.71831.72831.731,395.00 831.66831.67831.68831.69831.691,410.00 831.62831.63831.64831.65831.651,425.00 (N/A)(N/A)(N/A)(N/A)831.611,440.00 Page 80 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.36829.36829.36829.36829.360.00 829.36829.36829.36829.36829.3615.00 829.36829.36829.36829.36829.3630.00 829.36829.36829.36829.36829.3645.00 829.36829.36829.36829.36829.3660.00 829.36829.36829.36829.36829.3675.00 829.36829.36829.36829.36829.3690.00 829.36829.36829.36829.36829.36105.00 829.36829.36829.36829.36829.36120.00 829.36829.36829.36829.36829.36135.00 829.36829.36829.36829.36829.36150.00 829.36829.36829.36829.36829.36165.00 829.36829.36829.36829.36829.36180.00 829.36829.36829.36829.36829.36195.00 829.36829.36829.36829.36829.36210.00 829.36829.36829.36829.36829.36225.00 829.36829.36829.36829.36829.36240.00 829.36829.36829.36829.36829.36255.00 829.36829.36829.36829.36829.36270.00 829.36829.36829.36829.36829.36285.00 829.36829.36829.36829.36829.36300.00 829.36829.36829.36829.36829.36315.00 829.36829.36829.36829.36829.36330.00 829.36829.36829.36829.36829.36345.00 829.36829.36829.36829.36829.36360.00 829.36829.36829.36829.36829.36375.00 829.36829.36829.36829.36829.36390.00 829.36829.36829.36829.36829.36405.00 829.36829.36829.36829.36829.36420.00 829.36829.36829.36829.36829.36435.00 829.36829.36829.36829.36829.36450.00 829.36829.36829.36829.36829.36465.00 829.36829.36829.36829.36829.36480.00 829.36829.36829.36829.36829.36495.00 829.36829.36829.36829.36829.36510.00 829.37829.37829.36829.36829.36525.00 829.37829.37829.37829.37829.37540.00 829.38829.38829.38829.37829.37555.00 829.39829.38829.38829.38829.38570.00 829.39829.39829.39829.39829.39585.00 Page 81 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.41829.40829.40829.40829.40600.00 829.42829.42829.42829.41829.41615.00 829.44829.44829.43829.43829.43630.00 829.47829.47829.46829.45829.45645.00 829.51829.50829.49829.49829.48660.00 829.57829.55829.54829.53829.52675.00 829.74829.67829.62829.59829.58690.00 830.51830.37830.15829.97829.84705.00 830.56830.56830.60830.64830.61720.00 830.62830.61830.61830.60830.58735.00 830.63830.63830.63830.62830.62750.00 830.64830.64830.63830.63830.63765.00 830.63830.64830.64830.64830.64780.00 830.63830.63830.63830.63830.63795.00 830.62830.62830.63830.63830.63810.00 830.61830.61830.62830.62830.62825.00 830.60830.60830.60830.61830.61840.00 830.59830.59830.59830.59830.60855.00 830.57830.58830.58830.58830.58870.00 830.56830.56830.56830.57830.57885.00 830.54830.55830.55830.55830.55900.00 830.53830.53830.53830.54830.54915.00 830.51830.51830.52830.52830.52930.00 830.49830.50830.50830.50830.51945.00 830.47830.48830.48830.48830.49960.00 830.46830.46830.46830.47830.47975.00 830.44830.44830.45830.45830.45990.00 830.42830.43830.43830.43830.441,005.00 830.40830.40830.41830.41830.421,020.00 830.37830.38830.38830.39830.391,035.00 830.35830.35830.36830.36830.361,050.00 830.34830.34830.34830.35830.351,065.00 830.33830.33830.33830.33830.341,080.00 830.31830.32830.32830.32830.321,095.00 830.30830.30830.31830.31830.311,110.00 830.28830.29830.29830.29830.301,125.00 830.26830.26830.27830.27830.281,140.00 830.24830.25830.25830.25830.261,155.00 830.22830.23830.23830.24830.241,170.00 830.19830.20830.20830.21830.221,185.00 830.16830.16830.17830.18830.181,200.00 Page 82 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 830.12830.13830.14830.14830.151,215.00 830.09830.10830.10830.11830.121,230.00 830.06830.07830.07830.08830.091,245.00 830.03830.04830.04830.05830.061,260.00 830.00830.01830.01830.02830.021,275.00 829.97829.98829.98829.99830.001,290.00 829.94829.95829.96829.96829.971,305.00 829.92829.92829.93829.93829.941,320.00 829.89829.90829.90829.91829.911,335.00 829.87829.87829.88829.88829.891,350.00 829.84829.84829.85829.86829.861,365.00 829.81829.81829.82829.83829.831,380.00 829.78829.78829.79829.79829.801,395.00 829.76829.76829.76829.77829.771,410.00 829.75829.75829.75829.76829.761,425.00 (N/A)(N/A)(N/A)(N/A)829.751,440.00 Page 83 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.36829.36829.36829.36829.360.00 829.36829.36829.36829.36829.3615.00 829.36829.36829.36829.36829.3630.00 829.36829.36829.36829.36829.3645.00 829.36829.36829.36829.36829.3660.00 829.36829.36829.36829.36829.3675.00 829.36829.36829.36829.36829.3690.00 829.36829.36829.36829.36829.36105.00 829.36829.36829.36829.36829.36120.00 829.36829.36829.36829.36829.36135.00 829.36829.36829.36829.36829.36150.00 829.36829.36829.36829.36829.36165.00 829.36829.36829.36829.36829.36180.00 829.36829.36829.36829.36829.36195.00 829.36829.36829.36829.36829.36210.00 829.36829.36829.36829.36829.36225.00 829.36829.36829.36829.36829.36240.00 829.36829.36829.36829.36829.36255.00 829.36829.36829.36829.36829.36270.00 829.36829.36829.36829.36829.36285.00 829.36829.36829.36829.36829.36300.00 829.36829.36829.36829.36829.36315.00 829.36829.36829.36829.36829.36330.00 829.36829.36829.36829.36829.36345.00 829.36829.36829.36829.36829.36360.00 829.36829.36829.36829.36829.36375.00 829.36829.36829.36829.36829.36390.00 829.36829.36829.36829.36829.36405.00 829.37829.37829.37829.37829.37420.00 829.37829.37829.37829.37829.37435.00 829.38829.38829.38829.38829.37450.00 829.39829.39829.38829.38829.38465.00 829.39829.39829.39829.39829.39480.00 829.40829.40829.40829.40829.40495.00 829.42829.41829.41829.41829.41510.00 829.43829.43829.42829.42829.42525.00 829.45829.44829.44829.44829.43540.00 829.46829.46829.46829.45829.45555.00 829.48829.48829.47829.47829.47570.00 829.50829.50829.49829.49829.49585.00 Page 84 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.53829.53829.52829.51829.51600.00 829.56829.55829.55829.54829.54615.00 829.59829.59829.58829.57829.56630.00 829.65829.64829.62829.61829.60645.00 829.72829.70829.69829.67829.66660.00 829.83829.80829.78829.76829.74675.00 830.09829.99829.92829.88829.85690.00 830.96830.75830.56830.39830.22705.00 831.16831.11831.09831.15831.12720.00 831.25831.24831.24831.22831.20735.00 831.28831.27831.26831.26831.25750.00 831.32831.31831.30831.29831.28765.00 831.32831.34831.34831.32831.32780.00 831.32831.32831.34831.34831.32795.00 831.32831.32831.32831.34831.34810.00 831.31831.30831.30831.32831.32825.00 831.30831.30831.29831.29831.31840.00 831.29831.30831.29831.29831.29855.00 831.28831.29831.28831.28831.29870.00 831.27831.27831.28831.28831.28885.00 831.26831.26831.26831.27831.28900.00 831.25831.25831.25831.26831.26915.00 831.23831.24831.24831.24831.24930.00 831.22831.22831.23831.23831.23945.00 831.20831.20831.20831.21831.21960.00 831.17831.18831.18831.19831.19975.00 831.15831.16831.16831.17831.17990.00 831.13831.13831.14831.14831.151,005.00 831.11831.11831.11831.12831.121,020.00 831.08831.09831.09831.10831.101,035.00 831.06831.06831.07831.07831.081,050.00 831.04831.04831.05831.05831.061,065.00 831.01831.02831.03831.03831.041,080.00 830.98830.99830.99831.00831.011,095.00 830.95830.95830.97830.97830.971,110.00 830.92830.92830.93830.93830.941,125.00 830.90830.90830.90830.90830.911,140.00 830.87830.88830.87830.87830.891,155.00 830.83830.83830.85830.85830.851,170.00 830.80830.81830.80830.81830.821,185.00 830.77830.77830.78830.78830.791,200.00 Page 85 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 830.75830.75830.76830.76830.761,215.00 830.73830.74830.74830.74830.751,230.00 830.72830.72830.73830.73830.731,245.00 830.70830.70830.70830.71830.711,260.00 830.67830.68830.68830.69830.691,275.00 830.65830.66830.66830.66830.671,290.00 830.63830.63830.64830.64830.651,305.00 830.61830.61830.61830.62830.621,320.00 830.58830.59830.59830.60830.601,335.00 830.56830.57830.57830.58830.581,350.00 830.54830.55830.55830.55830.561,365.00 830.52830.53830.53830.53830.541,380.00 830.50830.51830.51830.51830.521,395.00 830.48830.48830.49830.49830.501,410.00 830.46830.46830.47830.47830.481,425.00 (N/A)(N/A)(N/A)(N/A)830.461,440.00 Page 86 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.36829.36829.36829.36829.360.00 829.36829.36829.36829.36829.3615.00 829.36829.36829.36829.36829.3630.00 829.36829.36829.36829.36829.3645.00 829.36829.36829.36829.36829.3660.00 829.36829.36829.36829.36829.3675.00 829.36829.36829.36829.36829.3690.00 829.36829.36829.36829.36829.36105.00 829.36829.36829.36829.36829.36120.00 829.36829.36829.36829.36829.36135.00 829.36829.36829.36829.36829.36150.00 829.36829.36829.36829.36829.36165.00 829.36829.36829.36829.36829.36180.00 829.36829.36829.36829.36829.36195.00 829.36829.36829.36829.36829.36210.00 829.36829.36829.36829.36829.36225.00 829.36829.36829.36829.36829.36240.00 829.36829.36829.36829.36829.36255.00 829.36829.36829.36829.36829.36270.00 829.37829.37829.37829.37829.37285.00 829.38829.38829.37829.37829.37300.00 829.39829.39829.38829.38829.38315.00 829.40829.40829.39829.39829.39330.00 829.41829.41829.41829.40829.40345.00 829.43829.42829.42829.42829.41360.00 829.44829.44829.43829.43829.43375.00 829.46829.45829.45829.45829.44390.00 829.48829.47829.47829.47829.46405.00 829.49829.49829.49829.48829.48420.00 829.51829.51829.51829.50829.50435.00 829.53829.53829.52829.52829.52450.00 829.55829.54829.54829.54829.53465.00 829.57829.56829.56829.55829.55480.00 829.59829.59829.58829.58829.57495.00 829.63829.62829.61829.61829.60510.00 829.67829.66829.65829.64829.64525.00 829.71829.70829.70829.69829.68540.00 829.76829.75829.74829.73829.72555.00 829.80829.79829.78829.77829.77570.00 829.83829.82829.82829.81829.80585.00 Page 87 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.86829.85829.85829.84829.83600.00 829.89829.88829.87829.87829.86615.00 829.97829.95829.93829.92829.90630.00 830.08830.05830.03830.01829.99645.00 830.22830.18830.15830.13830.10660.00 830.33830.31830.29830.27830.24675.00 830.68830.56830.45830.39830.35690.00 832.02831.65831.27831.01830.82705.00 833.29833.11832.74832.42832.25720.00 833.53833.45833.35833.30833.30735.00 833.68833.64833.61833.59833.56750.00 833.75833.74833.73833.72833.70765.00 833.82833.81833.80833.78833.77780.00 833.86833.86833.85833.84833.83795.00 833.88833.88833.88833.88833.87810.00 833.88833.88833.88833.88833.88825.00 833.86833.86833.87833.87833.88840.00 833.83833.83833.84833.84833.85855.00 833.79833.80833.81833.81833.82870.00 833.76833.77833.78833.78833.79885.00 833.73833.74833.74833.75833.76900.00 833.69833.70833.71833.72833.73915.00 833.64833.65833.66833.67833.68930.00 833.60833.60833.61833.62833.63945.00 833.48833.51833.54833.57833.58960.00 833.32833.32833.37833.43833.46975.00 833.25833.26833.26833.27833.33990.00 833.20833.22833.23833.24833.251,005.00 833.15833.16833.17833.18833.191,020.00 833.09833.10833.11833.12833.131,035.00 832.97832.99833.01833.04833.071,050.00 832.78832.78832.83832.89832.941,065.00 832.73832.73832.75832.79832.801,080.00 832.68832.69832.70832.71832.721,095.00 832.63832.64832.65832.66832.671,110.00 832.56832.58832.60832.61832.621,125.00 832.46832.48832.49832.51832.541,140.00 832.45832.44832.40832.39832.421,155.00 832.32832.31832.35832.38832.421,170.00 832.26832.26832.27832.30832.331,185.00 832.23832.23832.24832.25832.261,200.00 Page 88 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 832.19832.19832.20832.21832.221,215.00 832.15832.16832.16832.17832.181,230.00 832.11832.11832.12832.13832.141,245.00 832.07832.08832.08832.09832.101,260.00 831.99832.00832.02832.04832.051,275.00 831.90831.92831.95831.96831.971,290.00 831.87831.90831.92831.92831.901,305.00 831.81831.84831.86831.85831.841,320.00 831.78831.80831.80831.78831.791,335.00 831.76831.76831.76831.77831.771,350.00 831.73831.74831.74831.75831.761,365.00 831.70831.71831.72831.72831.731,380.00 831.67831.68831.68831.69831.701,395.00 831.64831.65831.65831.66831.671,410.00 831.61831.61831.62831.63831.631,425.00 (N/A)(N/A)(N/A)(N/A)831.601,440.00 Page 89 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.23829.23829.23829.23829.230.00 829.23829.23829.23829.23829.2315.00 829.23829.23829.23829.23829.2330.00 829.23829.23829.23829.23829.2345.00 829.23829.23829.23829.23829.2360.00 829.23829.23829.23829.23829.2375.00 829.23829.23829.23829.23829.2390.00 829.23829.23829.23829.23829.23105.00 829.23829.23829.23829.23829.23120.00 829.23829.23829.23829.23829.23135.00 829.23829.23829.23829.23829.23150.00 829.23829.23829.23829.23829.23165.00 829.23829.23829.23829.23829.23180.00 829.23829.23829.23829.23829.23195.00 829.23829.23829.23829.23829.23210.00 829.23829.23829.23829.23829.23225.00 829.23829.23829.23829.23829.23240.00 829.23829.23829.23829.23829.23255.00 829.23829.23829.23829.23829.23270.00 829.23829.23829.23829.23829.23285.00 829.23829.23829.23829.23829.23300.00 829.23829.23829.23829.23829.23315.00 829.23829.23829.23829.23829.23330.00 829.23829.23829.23829.23829.23345.00 829.23829.23829.23829.23829.23360.00 829.23829.23829.23829.23829.23375.00 829.23829.23829.23829.23829.23390.00 829.23829.23829.23829.23829.23405.00 829.23829.23829.23829.23829.23420.00 829.23829.23829.23829.23829.23435.00 829.23829.23829.23829.23829.23450.00 829.23829.23829.23829.23829.23465.00 829.23829.23829.23829.23829.23480.00 829.23829.23829.23829.23829.23495.00 829.23829.23829.23829.23829.23510.00 829.23829.23829.23829.23829.23525.00 829.23829.23829.23829.23829.23540.00 829.24829.23829.23829.23829.23555.00 829.24829.24829.24829.24829.24570.00 829.24829.24829.24829.24829.24585.00 Page 90 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.25829.25829.25829.25829.24600.00 829.26829.26829.25829.25829.25615.00 829.27829.27829.26829.26829.26630.00 829.28829.28829.28829.27829.27645.00 829.30829.30829.29829.29829.29660.00 829.33829.32829.32829.31829.30675.00 829.37829.36829.35829.34829.33690.00 829.73829.58829.48829.43829.39705.00 830.40830.34830.26830.10829.91720.00 830.52830.51830.49830.47830.44735.00 830.55830.55830.55830.54830.53750.00 830.57830.56830.56830.56830.56765.00 830.57830.57830.57830.57830.57780.00 830.56830.57830.57830.57830.57795.00 830.56830.56830.56830.56830.56810.00 830.55830.55830.55830.56830.56825.00 830.54830.54830.54830.55830.55840.00 830.53830.53830.53830.53830.54855.00 830.51830.52830.52830.52830.52870.00 830.50830.50830.51830.51830.51885.00 830.49830.49830.49830.50830.50900.00 830.48830.48830.48830.48830.49915.00 830.46830.47830.47830.47830.47930.00 830.45830.45830.46830.46830.46945.00 830.44830.44830.44830.44830.45960.00 830.42830.42830.43830.43830.43975.00 830.41830.41830.41830.42830.42990.00 830.40830.40830.40830.41830.411,005.00 830.38830.39830.39830.39830.391,020.00 830.36830.37830.37830.38830.381,035.00 830.35830.35830.35830.36830.361,050.00 830.34830.34830.34830.34830.351,065.00 830.32830.33830.33830.33830.331,080.00 830.31830.31830.32830.32830.321,095.00 830.30830.30830.30830.31830.311,110.00 830.28830.28830.29830.29830.291,125.00 830.25830.26830.26830.27830.271,140.00 830.22830.23830.23830.24830.251,155.00 830.16830.17830.18830.19830.201,170.00 830.11830.12830.13830.14830.151,185.00 830.07830.07830.08830.09830.101,200.00 Page 91 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F (IN) Return Event: 2 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 830.03830.04830.05830.05830.061,215.00 830.00830.01830.01830.02830.031,230.00 829.97829.98829.98829.99830.001,245.00 829.94829.95829.95829.96829.971,260.00 829.92829.92829.93829.93829.941,275.00 829.89829.89829.90829.91829.911,290.00 829.86829.87829.87829.88829.881,305.00 829.84829.85829.85829.86829.861,320.00 829.82829.83829.83829.83829.841,335.00 829.80829.81829.81829.81829.821,350.00 829.78829.79829.79829.80829.801,365.00 829.76829.77829.77829.78829.781,380.00 829.73829.74829.75829.75829.761,395.00 829.71829.71829.72829.72829.731,410.00 829.68829.68829.69829.69829.701,425.00 (N/A)(N/A)(N/A)(N/A)829.671,440.00 Page 92 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.23829.23829.23829.23829.230.00 829.23829.23829.23829.23829.2315.00 829.23829.23829.23829.23829.2330.00 829.23829.23829.23829.23829.2345.00 829.23829.23829.23829.23829.2360.00 829.23829.23829.23829.23829.2375.00 829.23829.23829.23829.23829.2390.00 829.23829.23829.23829.23829.23105.00 829.23829.23829.23829.23829.23120.00 829.23829.23829.23829.23829.23135.00 829.23829.23829.23829.23829.23150.00 829.23829.23829.23829.23829.23165.00 829.23829.23829.23829.23829.23180.00 829.23829.23829.23829.23829.23195.00 829.23829.23829.23829.23829.23210.00 829.23829.23829.23829.23829.23225.00 829.23829.23829.23829.23829.23240.00 829.23829.23829.23829.23829.23255.00 829.23829.23829.23829.23829.23270.00 829.23829.23829.23829.23829.23285.00 829.23829.23829.23829.23829.23300.00 829.23829.23829.23829.23829.23315.00 829.23829.23829.23829.23829.23330.00 829.23829.23829.23829.23829.23345.00 829.23829.23829.23829.23829.23360.00 829.23829.23829.23829.23829.23375.00 829.23829.23829.23829.23829.23390.00 829.23829.23829.23829.23829.23405.00 829.23829.23829.23829.23829.23420.00 829.23829.23829.23829.23829.23435.00 829.24829.24829.24829.23829.23450.00 829.24829.24829.24829.24829.24465.00 829.24829.24829.24829.24829.24480.00 829.25829.25829.25829.25829.25495.00 829.26829.26829.25829.25829.25510.00 829.27829.26829.26829.26829.26525.00 829.28829.27829.27829.27829.27540.00 829.29829.29829.28829.28829.28555.00 829.30829.30829.30829.29829.29570.00 829.32829.32829.31829.31829.31585.00 Page 93 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.34829.34829.33829.33829.32600.00 829.37829.36829.36829.35829.35615.00 829.39829.38829.38829.37829.37630.00 829.41829.41829.40829.40829.39645.00 829.44829.43829.43829.42829.42660.00 829.50829.48829.47829.46829.45675.00 829.66829.60829.56829.54829.51690.00 830.34830.18829.98829.83829.73705.00 831.08831.00830.88830.70830.51720.00 831.22831.20831.18831.16831.13735.00 831.28831.27831.26831.25831.23750.00 831.32831.32831.31831.30831.29765.00 831.32831.32831.34831.34831.32780.00 831.34831.32831.32831.34831.34795.00 831.32831.32831.32831.32831.34810.00 831.31831.31831.30831.30831.32825.00 831.29831.30831.30831.29831.29840.00 831.29831.29831.30831.29831.29855.00 831.28831.28831.29831.28831.28870.00 831.28831.27831.27831.28831.28885.00 831.26831.26831.26831.26831.27900.00 831.24831.24831.25831.25831.26915.00 831.21831.22831.22831.23831.23930.00 831.18831.19831.19831.20831.20945.00 831.16831.16831.17831.17831.18960.00 831.13831.14831.14831.15831.15975.00 831.11831.11831.12831.12831.13990.00 831.08831.09831.09831.10831.101,005.00 831.06831.07831.07831.08831.081,020.00 831.04831.05831.05831.05831.061,035.00 831.02831.03831.03831.03831.041,050.00 831.00831.01831.01831.01831.021,065.00 830.98830.99830.99831.00831.001,080.00 830.96830.96830.97830.97830.981,095.00 830.93830.94830.95830.95830.951,110.00 830.91830.92830.92830.93830.931,125.00 830.89830.90830.90830.90830.901,140.00 830.85830.87830.88830.87830.871,155.00 830.82830.83830.83830.85830.851,170.00 830.79830.80830.81830.80830.811,185.00 830.76830.77830.77830.78830.781,200.00 Page 94 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F (IN) Return Event: 10 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 830.74830.75830.75830.76830.761,215.00 830.71830.71830.72830.73830.731,230.00 830.67830.68830.69830.69830.701,245.00 830.65830.65830.66830.66830.671,260.00 830.62830.62830.63830.63830.641,275.00 830.59830.60830.60830.61830.611,290.00 830.57830.58830.58830.58830.591,305.00 830.55830.55830.56830.56830.571,320.00 830.53830.53830.54830.54830.551,335.00 830.51830.51830.52830.52830.531,350.00 830.49830.49830.50830.50830.511,365.00 830.47830.48830.48830.48830.491,380.00 830.46830.46830.46830.47830.471,395.00 830.44830.44830.45830.45830.451,410.00 830.43830.43830.43830.43830.441,425.00 (N/A)(N/A)(N/A)(N/A)830.421,440.00 Page 95 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.23829.23829.23829.23829.230.00 829.23829.23829.23829.23829.2315.00 829.23829.23829.23829.23829.2330.00 829.23829.23829.23829.23829.2345.00 829.23829.23829.23829.23829.2360.00 829.23829.23829.23829.23829.2375.00 829.23829.23829.23829.23829.2390.00 829.23829.23829.23829.23829.23105.00 829.23829.23829.23829.23829.23120.00 829.23829.23829.23829.23829.23135.00 829.23829.23829.23829.23829.23150.00 829.23829.23829.23829.23829.23165.00 829.23829.23829.23829.23829.23180.00 829.23829.23829.23829.23829.23195.00 829.23829.23829.23829.23829.23210.00 829.23829.23829.23829.23829.23225.00 829.23829.23829.23829.23829.23240.00 829.23829.23829.23829.23829.23255.00 829.23829.23829.23829.23829.23270.00 829.23829.23829.23829.23829.23285.00 829.23829.23829.23829.23829.23300.00 829.24829.24829.24829.24829.24315.00 829.24829.24829.24829.24829.24330.00 829.25829.25829.25829.25829.24345.00 829.26829.26829.26829.25829.25360.00 829.27829.27829.27829.26829.26375.00 829.28829.28829.28829.27829.27390.00 829.30829.29829.29829.29829.28405.00 829.31829.31829.31829.30829.30420.00 829.33829.33829.32829.32829.32435.00 829.35829.35829.34829.34829.34450.00 829.37829.37829.36829.36829.36465.00 829.39829.39829.38829.38829.38480.00 829.41829.40829.40829.40829.39495.00 829.42829.42829.42829.41829.41510.00 829.44829.44829.43829.43829.43525.00 829.46829.46829.45829.45829.44540.00 829.49829.48829.48829.47829.47555.00 829.53829.52829.51829.50829.50570.00 829.60829.58829.57829.56829.54585.00 Page 96 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 829.68829.66829.64829.63829.61600.00 829.76829.74829.73829.71829.69615.00 829.83829.82829.80829.79829.78630.00 829.91829.90829.88829.86829.85645.00 830.01829.99829.97829.95829.93660.00 830.23830.18830.12830.07830.04675.00 830.44830.38830.34830.30830.27690.00 831.46831.09830.82830.64830.51705.00 833.30833.29833.05832.49831.94720.00 833.54833.50833.43833.35833.29735.00 833.66833.64833.60833.56833.55750.00 833.75833.73833.71833.69833.67765.00 833.82833.81833.80833.79833.77780.00 833.85833.84833.84833.83833.82795.00 833.86833.86833.86833.86833.85810.00 833.85833.86833.86833.86833.86825.00 833.84833.84833.84833.85833.85840.00 833.81833.82833.82833.83833.83855.00 833.78833.79833.79833.80833.81870.00 833.75833.75833.76833.77833.78885.00 833.70833.71833.72833.73833.74900.00 833.65833.66833.67833.68833.69915.00 833.60833.61833.62833.63833.64930.00 833.56833.57833.57833.58833.59945.00 833.46833.48833.50833.53833.56960.00 833.33833.32833.32833.37833.43975.00 833.24833.25833.26833.25833.27990.00 833.17833.18833.19833.21833.231,005.00 833.11833.12833.13833.14833.161,020.00 833.06833.07833.07833.09833.101,035.00 832.94832.97832.99833.01833.041,050.00 832.80832.78832.78832.83832.891,065.00 832.70832.71832.71832.74832.791,080.00 832.64832.66832.67832.68832.691,095.00 832.59832.60832.61832.62832.631,110.00 832.53832.55832.57832.58832.591,125.00 832.42832.46832.48832.49832.511,140.00 832.42832.45832.45832.40832.391,155.00 832.33832.32832.31832.35832.381,170.00 832.26832.26832.26832.27832.301,185.00 832.20832.21832.22832.23832.251,200.00 Page 97 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F (IN) Return Event: 100 yearsSubsection: Time vs. Elevation Time vs. Elevation (ft) Output Time increment = 3.00 min Time on left represents time for first value in each row. Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) Time (min) 832.15832.16832.17832.18832.191,215.00 832.11832.12832.13832.14832.151,230.00 832.07832.08832.09832.10832.101,245.00 832.04832.05832.05832.06832.071,260.00 831.97831.99832.00832.02832.031,275.00 831.90831.90831.92831.95831.961,290.00 831.84831.87831.90831.92831.921,305.00 831.79831.81831.84831.86831.851,320.00 831.77831.78831.80831.80831.781,335.00 831.76831.76831.76831.76831.771,350.00 831.71831.72831.73831.73831.751,365.00 831.67831.68831.68831.69831.701,380.00 831.64831.64831.65831.66831.661,395.00 831.60831.61831.62831.62831.631,410.00 831.57831.58831.58831.59831.601,425.00 (N/A)(N/A)(N/A)(N/A)831.561,440.00 Page 98 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 1.0000.0000.0000.0000.000345.00 3.0003.0002.0002.0001.000360.00 7.0006.0005.0005.0004.000375.00 12.00011.00010.0009.0008.000390.00 18.00017.00016.00015.00014.000405.00 25.00024.00022.00021.00020.000420.00 33.00031.00030.00028.00027.000435.00 41.00039.00038.00036.00034.000450.00 49.00048.00046.00044.00042.000465.00 58.00056.00055.00053.00051.000480.00 70.00068.00065.00063.00061.000495.00 84.00081.00078.00076.00073.000510.00 101.00098.00094.00091.00088.000525.00 120.000117.000113.000109.000105.000540.00 138.000135.000131.000128.000124.000555.00 156.000152.000149.000145.000142.000570.00 179.000174.000169.000165.000160.000585.00 Page 99 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 209.000203.000196.000190.000185.000600.00 248.000239.000231.000224.000216.000615.00 295.000285.000275.000265.000256.000630.00 358.000344.000331.000319.000307.000645.00 443.000423.000405.000388.000373.000660.00 577.000546.000517.000490.000465.000675.00 1,013.000851.000737.000659.000610.000690.00 2,624.0002,269.0001,811.0001,493.0001,230.000705.00 4,473.0004,274.0003,926.0003,525.0003,009.000720.00 4,586.0004,544.0004,494.0004,469.0004,490.000735.00 4,600.0004,608.0004,613.0004,614.0004,607.000750.00 4,529.0004,546.0004,562.0004,577.0004,589.000765.00 4,415.0004,442.0004,467.0004,490.0004,510.000780.00 4,270.0004,300.0004,329.0004,358.0004,387.000795.00 4,117.0004,140.0004,174.0004,207.0004,239.000810.00 3,976.0004,010.0004,042.0004,071.0004,096.000825.00 3,809.0003,843.0003,876.0003,909.0003,943.000840.00 3,641.0003,674.0003,707.0003,741.0003,776.000855.00 3,480.0003,512.0003,543.0003,575.0003,607.000870.00 3,341.0003,367.0003,391.0003,418.0003,449.000885.00 3,171.0003,208.0003,244.0003,278.0003,311.000900.00 2,955.0003,000.0003,045.0003,088.0003,131.000915.00 2,719.0002,767.0002,815.0002,862.0002,909.000930.00 2,536.0002,571.0002,606.0002,642.0002,679.000945.00 2,381.0002,410.0002,440.0002,470.0002,502.000960.00 2,217.0002,251.0002,284.0002,315.0002,348.000975.00 2,080.0002,098.0002,121.0002,153.0002,185.000990.00 1,974.0001,997.0002,020.0002,042.0002,063.0001,005.00 1,867.0001,888.0001,909.0001,930.0001,952.0001,020.00 1,774.0001,790.0001,807.0001,827.0001,847.0001,035.00 1,676.0001,699.0001,721.0001,741.0001,759.0001,050.00 1,558.0001,582.0001,606.0001,629.0001,653.0001,065.00 1,435.0001,459.0001,484.0001,509.0001,533.0001,080.00 1,296.0001,329.0001,359.0001,385.0001,410.0001,095.00 1,127.0001,160.0001,194.0001,228.0001,262.0001,110.00 976.0001,005.0001,034.0001,064.0001,095.0001,125.00 840.000865.000893.000920.000948.0001,140.00 764.000776.000789.000803.000820.0001,155.00 715.000724.000733.000743.000753.0001,170.00 657.000670.000683.000695.000705.0001,185.00 592.000605.000618.000631.000644.0001,200.00 Page 100 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 533.000544.000556.000568.000580.0001,215.00 479.000490.000500.000511.000522.0001,230.00 430.000440.000450.000459.000469.0001,245.00 383.000392.000402.000411.000421.0001,260.00 336.000345.000355.000364.000373.0001,275.00 296.000303.000310.000318.000327.0001,290.00 268.000272.000278.000283.000290.0001,305.00 247.000251.000254.000259.000263.0001,320.00 232.000235.000238.000241.000244.0001,335.00 221.000223.000225.000228.000230.0001,350.00 213.000214.000216.000218.000219.0001,365.00 206.000207.000209.000210.000211.0001,380.00 201.000202.000203.000204.000205.0001,395.00 196.000197.000198.000199.000200.0001,410.00 192.000193.000194.000195.000195.0001,425.00 (N/A)(N/A)(N/A)(N/A)192.0001,440.00 Page 101 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 3.0003.0002.0001.0001.000270.00 9.0007.0006.0005.0004.000285.00 16.00014.00013.00011.00010.000300.00 24.00022.00021.00019.00017.000315.00 34.00032.00030.00028.00026.000330.00 45.00043.00041.00038.00036.000345.00 57.00054.00052.00050.00047.000360.00 69.00067.00064.00062.00059.000375.00 82.00080.00077.00074.00072.000390.00 96.00093.00090.00088.00085.000405.00 110.000107.000104.000101.00099.000420.00 125.000122.000119.000116.000113.000435.00 140.000137.000134.000131.000128.000450.00 155.000152.000149.000146.000143.000465.00 172.000168.000165.000161.000158.000480.00 194.000189.000184.000180.000176.000495.00 221.000215.000210.000204.000199.000510.00 253.000246.000240.000233.000227.000525.00 286.000280.000273.000266.000259.000540.00 316.000310.000304.000298.000292.000555.00 344.000337.000332.000326.000321.000570.00 381.000373.000365.000357.000350.000585.00 Page 102 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 430.000419.000409.000399.000390.000600.00 494.000480.000466.000453.000441.000615.00 577.000558.000541.000524.000509.000630.00 693.000666.000641.000619.000597.000645.00 832.000804.000776.000749.000722.000660.00 977.000948.000919.000889.000860.000675.00 1,633.0001,346.0001,150.0001,058.0001,008.000690.00 4,471.0003,574.0002,695.0002,357.0001,997.000705.00 8,511.0008,297.0007,630.0006,630.0005,437.000720.00 8,727.0008,623.0008,483.0008,444.0008,470.000735.00 8,662.0008,730.0008,698.0008,677.0008,723.000750.00 8,659.0008,686.0008,776.0008,745.0008,649.000765.00 8,656.0008,609.0008,659.0008,764.0008,747.000780.00 8,541.0008,533.0008,582.0008,612.0008,638.000795.00 8,392.0008,411.0008,442.0008,508.0008,557.000810.00 8,215.0008,260.0008,305.0008,344.0008,371.000825.00 7,964.0008,021.0008,075.0008,124.0008,171.000840.00 7,668.0007,727.0007,787.0007,847.0007,906.000855.00 7,413.0007,449.0007,499.0007,554.0007,611.000870.00 7,246.0007,287.0007,329.0007,351.0007,379.000885.00 7,011.0007,081.0007,137.0007,159.0007,213.000900.00 6,775.0006,829.0006,886.0006,932.0006,986.000915.00 6,576.0006,618.0006,663.0006,701.0006,740.000930.00 6,413.0006,474.0006,484.0006,503.0006,536.000945.00 6,171.0006,194.0006,268.0006,325.0006,338.000960.00 5,952.0005,988.0006,035.0006,107.0006,164.000975.00 5,740.0005,791.0005,838.0005,876.0005,912.000990.00 5,445.0005,507.0005,568.0005,628.0005,685.0001,005.00 5,110.0005,177.0005,247.0005,317.0005,382.0001,020.00 4,816.0004,871.0004,928.0004,986.0005,046.0001,035.00 4,565.0004,611.0004,659.0004,710.0004,763.0001,050.00 4,328.0004,376.0004,426.0004,475.0004,519.0001,065.00 4,103.0004,137.0004,183.0004,232.0004,279.0001,080.00 3,908.0003,950.0003,992.0004,033.0004,071.0001,095.00 3,705.0003,745.0003,786.0003,826.0003,867.0001,110.00 3,512.0003,549.0003,587.0003,625.0003,665.0001,125.00 3,346.0003,375.0003,405.0003,439.0003,476.0001,140.00 3,154.0003,197.0003,238.0003,277.0003,314.0001,155.00 2,907.0002,958.0003,009.0003,058.0003,107.0001,170.00 2,658.0002,701.0002,749.0002,802.0002,855.0001,185.00 2,470.0002,505.0002,542.0002,580.0002,618.0001,200.00 Page 103 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 2,306.0002,340.0002,376.0002,407.0002,438.0001,215.00 2,135.0002,169.0002,202.0002,237.0002,273.0001,230.00 2,024.0002,047.0002,069.0002,086.0002,106.0001,245.00 1,908.0001,930.0001,953.0001,977.0002,001.0001,260.00 1,804.0001,824.0001,845.0001,865.0001,887.0001,275.00 1,716.0001,737.0001,755.0001,771.0001,787.0001,290.00 1,599.0001,623.0001,646.0001,670.0001,693.0001,305.00 1,478.0001,502.0001,526.0001,551.0001,575.0001,320.00 1,353.0001,379.0001,404.0001,428.0001,453.0001,335.00 1,192.0001,225.0001,258.0001,291.0001,323.0001,350.00 1,039.0001,067.0001,097.0001,128.0001,159.0001,365.00 905.000931.000957.000983.0001,011.0001,380.00 801.000816.000833.000853.000879.0001,395.00 749.000758.000767.000778.000789.0001,410.00 710.000717.000725.000732.000741.0001,425.00 (N/A)(N/A)(N/A)(N/A)701.0001,440.00 Page 104 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 2.0001.0001.0000.0000.000165.00 9.0007.0006.0004.0003.000180.00 21.00018.00016.00013.00011.000195.00 35.00032.00029.00026.00023.000210.00 52.00049.00045.00042.00039.000225.00 70.00066.00063.00059.00056.000240.00 90.00086.00082.00078.00074.000255.00 112.000107.000103.00099.00094.000270.00 135.000130.000125.000121.000116.000285.00 159.000154.000149.000144.000139.000300.00 184.000179.000174.000169.000164.000315.00 209.000204.000199.000194.000189.000330.00 236.000231.000225.000220.000215.000345.00 262.000257.000252.000247.000241.000360.00 289.000283.000278.000273.000268.000375.00 315.000310.000304.000299.000294.000390.00 341.000336.000331.000325.000320.000405.00 368.000362.000357.000352.000347.000420.00 394.000389.000384.000378.000373.000435.00 421.000415.000410.000405.000400.000450.00 448.000442.000437.000431.000426.000465.00 477.000470.000464.000458.000453.000480.00 520.000511.000502.000493.000485.000495.00 581.000566.000553.000541.000531.000510.00 673.000652.000633.000614.000597.000525.00 763.000750.000734.000716.000695.000540.00 811.000803.000795.000786.000775.000555.00 845.000837.000830.000824.000818.000570.00 896.000885.000874.000863.000854.000585.00 Page 105 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 962.000946.000933.000920.000908.000600.00 1,162.0001,112.0001,067.0001,026.000990.000615.00 1,452.0001,396.0001,335.0001,273.0001,215.000630.00 1,728.0001,672.0001,618.0001,563.0001,507.000645.00 2,008.0001,954.0001,899.0001,841.0001,784.000660.00 2,274.0002,204.0002,158.0002,114.0002,065.000675.00 3,651.0003,126.0002,742.0002,529.0002,381.000690.00 9,626.0007,698.0006,263.0004,878.0004,259.000705.00 17,736.00018,158.00017,388.00015,181.00012,281.000720.00 18,801.00019,140.00018,913.00017,989.00017,449.000735.00 19,216.00019,376.00019,272.00018,930.00018,564.000750.00 19,328.00019,520.00019,645.00019,518.00019,226.000765.00 19,181.00019,192.00019,406.00019,560.00019,447.000780.00 19,359.00019,182.00019,208.00019,428.00019,380.000795.00 19,212.00019,125.00019,070.00019,153.00019,391.000810.00 18,926.00018,850.00018,740.00018,886.00019,132.000825.00 18,629.00018,629.00018,536.00018,640.00018,844.000840.00 18,403.00018,436.00018,280.00018,183.00018,410.000855.00 18,026.00018,025.00018,027.00018,060.00018,091.000870.00 17,325.00017,446.00017,734.00017,703.00017,711.000885.00 16,996.00017,135.00017,311.00017,389.00017,385.000900.00 16,535.00016,670.00016,908.00017,015.00017,008.000915.00 16,200.00016,204.00016,470.00016,612.00016,580.000930.00 15,700.00015,549.00015,604.00015,897.00016,141.000945.00 15,331.00015,348.00015,351.00015,473.00015,723.000960.00 14,882.00014,918.00014,999.00015,134.00015,265.000975.00 14,440.00014,599.00014,688.00014,758.00014,831.000990.00 14,129.00014,188.00014,129.00014,130.00014,246.0001,005.00 13,566.00013,797.00013,760.00013,758.00013,960.0001,020.00 13,227.00013,223.00013,334.00013,555.00013,541.0001,035.00 12,868.00012,953.00013,061.00013,148.00013,204.0001,050.00 12,466.00012,529.00012,624.00012,720.00012,800.0001,065.00 12,025.00012,153.00012,293.00012,376.00012,424.0001,080.00 11,601.00011,649.00011,825.00011,977.00011,985.0001,095.00 11,292.00011,345.00011,554.00011,645.00011,639.0001,110.00 10,910.00010,996.00010,972.00011,076.00011,276.0001,125.00 10,547.00010,625.00010,695.00010,755.00010,808.0001,140.00 10,111.00010,192.00010,274.00010,363.00010,457.0001,155.00 9,805.0009,884.0009,933.0009,977.00010,039.0001,170.00 9,490.0009,543.0009,529.0009,557.0009,676.0001,185.00 9,129.0009,140.0009,151.0009,202.0009,329.0001,200.00 Page 106 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 8,809.0008,985.0009,007.0008,971.0009,047.0001,215.00 8,587.0008,650.0008,707.0008,747.0008,711.0001,230.00 8,316.0008,371.0008,423.0008,462.0008,503.0001,245.00 7,951.0008,029.0008,104.0008,176.0008,249.0001,260.00 7,553.0007,627.0007,705.0007,786.0007,871.0001,275.00 7,281.0007,341.0007,382.0007,428.0007,481.0001,290.00 7,006.0007,063.0007,089.0007,155.0007,228.0001,305.00 6,780.0006,823.0006,848.0006,908.0006,961.0001,320.00 6,537.0006,584.0006,630.0006,675.0006,723.0001,335.00 6,312.0006,392.0006,457.0006,470.0006,497.0001,350.00 6,097.0006,121.0006,153.0006,231.0006,294.0001,365.00 5,911.0005,958.0006,003.0006,043.0006,073.0001,380.00 5,671.0005,728.0005,782.0005,830.0005,872.0001,395.00 5,357.0005,422.0005,486.0005,549.0005,612.0001,410.00 5,017.0005,079.0005,146.0005,216.0005,288.0001,425.00 (N/A)(N/A)(N/A)(N/A)4,957.0001,440.00 Page 107 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 0.0000.0000.0000.0000.000375.00 0.0000.0000.0000.0000.000390.00 0.0000.0000.0000.0000.000405.00 0.0000.0000.0000.0000.000420.00 0.0000.0000.0000.0000.000435.00 0.0000.0000.0000.0000.000450.00 0.0000.0000.0000.0000.000465.00 0.0000.0000.0000.0000.000480.00 0.0000.0000.0000.0000.000495.00 0.0000.0000.0000.0000.000510.00 0.0000.0000.0000.0000.000525.00 0.0000.0000.0000.0000.000540.00 0.0000.0000.0000.0000.000555.00 0.0000.0000.0000.0000.000570.00 0.0000.0000.0000.0000.000585.00 Page 108 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.000600.00 0.0000.0000.0000.0000.000615.00 1.0000.0000.0000.0000.000630.00 16.00011.0008.0005.0003.000645.00 64.00051.00040.00030.00022.000660.00 159.000135.000115.00096.00079.000675.00 395.000303.000247.000212.000184.000690.00 2,208.0001,619.0001,146.000784.000528.000705.00 4,240.0004,333.0004,214.0003,655.0002,931.000720.00 4,389.0004,372.0004,333.0004,266.0004,204.000735.00 4,372.0004,382.0004,388.0004,392.0004,393.000750.00 4,302.0004,319.0004,335.0004,349.0004,361.000765.00 4,192.0004,216.0004,240.0004,262.0004,283.000780.00 4,052.0004,082.0004,111.0004,139.0004,166.000795.00 3,889.0003,925.0003,958.0003,990.0004,021.000810.00 3,690.0003,728.0003,767.0003,808.0003,850.000825.00 3,494.0003,533.0003,572.0003,611.0003,651.000840.00 3,315.0003,349.0003,384.0003,418.0003,455.000855.00 3,148.0003,181.0003,214.0003,247.0003,281.000870.00 3,016.0003,048.0003,075.0003,096.0003,118.000885.00 2,862.0002,892.0002,923.0002,952.0002,983.000900.00 2,719.0002,747.0002,775.0002,803.0002,832.000915.00 2,583.0002,610.0002,637.0002,663.0002,691.000930.00 2,413.0002,449.0002,484.0002,518.0002,552.000945.00 2,229.0002,259.0002,299.0002,338.0002,376.000960.00 2,090.0002,118.0002,147.0002,175.0002,202.000975.00 1,935.0001,969.0002,003.0002,034.0002,062.000990.00 1,774.0001,804.0001,836.0001,868.0001,901.0001,005.00 1,648.0001,672.0001,697.0001,722.0001,748.0001,020.00 1,550.0001,567.0001,584.0001,603.0001,625.0001,035.00 1,420.0001,444.0001,469.0001,496.0001,525.0001,050.00 1,311.0001,332.0001,353.0001,374.0001,397.0001,065.00 1,205.0001,226.0001,247.0001,268.0001,290.0001,080.00 1,112.0001,127.0001,145.0001,165.0001,185.0001,095.00 1,035.0001,051.0001,066.0001,081.0001,097.0001,110.00 953.000970.000987.0001,004.0001,020.0001,125.00 865.000886.000904.000920.000936.0001,140.00 741.000767.000793.000818.000842.0001,155.00 608.000634.000660.000687.000714.0001,170.00 519.000530.000543.000560.000583.0001,185.00 482.000488.000495.000503.000511.0001,200.00 Page 109 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 450.000456.000462.000469.000475.0001,215.00 423.000428.000433.000439.000444.0001,230.00 387.000394.000402.000409.000416.0001,245.00 348.000355.000363.000371.000379.0001,260.00 312.000319.000326.000333.000340.0001,275.00 275.000283.000291.000298.000305.0001,290.00 234.000243.000251.000259.000267.0001,305.00 193.000201.000209.000218.000226.0001,320.00 153.000161.000169.000177.000185.0001,335.00 114.000122.000129.000137.000145.0001,350.00 78.00085.00092.00099.000107.0001,365.00 45.00052.00058.00065.00072.0001,380.00 16.00021.00027.00033.00039.0001,395.00 0.0000.0000.0004.00010.0001,410.00 0.0000.0000.0000.0000.0001,425.00 (N/A)(N/A)(N/A)(N/A)0.0001,440.00 Page 110 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 0.0000.0000.0000.0000.000375.00 0.0000.0000.0000.0000.000390.00 0.0000.0000.0000.0000.000405.00 0.0000.0000.0000.0000.000420.00 0.0000.0000.0000.0000.000435.00 0.0000.0000.0000.0000.000450.00 0.0000.0000.0000.0000.000465.00 0.0000.0000.0000.0000.000480.00 0.0000.0000.0000.0000.000495.00 0.0000.0000.0000.0000.000510.00 0.0000.0000.0000.0000.000525.00 0.0000.0000.0000.0000.000540.00 8.0006.0004.0003.0001.000555.00 24.00020.00016.00013.00010.000570.00 56.00048.00041.00035.00029.000585.00 Page 111 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 105.00094.00083.00074.00065.000600.00 172.000157.000143.000129.000117.000615.00 260.000241.000222.000205.000188.000630.00 373.000349.000325.000302.000280.000645.00 504.000479.000453.000427.000399.000660.00 713.000644.000590.000556.000530.000675.00 1,289.0001,117.000991.000886.000793.000690.00 4,606.0003,256.0002,466.0001,873.0001,539.000705.00 7,279.0007,399.0007,384.0006,956.0005,963.000720.00 7,568.0007,608.0007,512.0007,336.0007,270.000735.00 7,509.0007,497.0007,603.0007,565.0007,511.000750.00 7,654.0007,519.0007,519.0007,655.0007,650.000765.00 7,510.0007,552.0007,467.0007,492.0007,643.000780.00 7,449.0007,429.0007,400.0007,452.0007,482.000795.00 7,273.0007,291.0007,303.0007,315.0007,379.000810.00 7,127.0007,153.0007,181.0007,214.0007,249.000825.00 6,981.0007,010.0007,041.0007,072.0007,101.000840.00 6,836.0006,866.0006,895.0006,923.0006,952.000855.00 6,672.0006,703.0006,735.0006,769.0006,804.000870.00 6,519.0006,549.0006,587.0006,626.0006,645.000885.00 6,316.0006,336.0006,398.0006,449.0006,470.000900.00 6,106.0006,131.0006,186.0006,235.0006,272.000915.00 5,864.0005,905.0005,952.0006,006.0006,066.000930.00 5,625.0005,716.0005,818.0005,822.0005,834.000945.00 5,494.0005,492.0005,481.0005,566.0005,655.000960.00 5,227.0005,265.0005,293.0005,321.0005,403.000975.00 5,042.0005,078.0005,119.0005,163.0005,198.000990.00 4,866.0004,900.0004,934.0004,970.0005,007.0001,005.00 4,701.0004,734.0004,766.0004,799.0004,832.0001,020.00 4,519.0004,559.0004,597.0004,634.0004,668.0001,035.00 4,310.0004,352.0004,395.0004,437.0004,479.0001,050.00 4,096.0004,142.0004,187.0004,229.0004,269.0001,065.00 3,860.0003,910.0003,957.0004,002.0004,049.0001,080.00 3,605.0003,654.0003,704.0003,754.0003,807.0001,095.00 3,379.0003,420.0003,465.0003,511.0003,558.0001,110.00 3,181.0003,219.0003,259.0003,298.0003,339.0001,125.00 3,024.0003,061.0003,086.0003,111.0003,143.0001,140.00 2,847.0002,881.0002,916.0002,950.0002,985.0001,155.00 2,687.0002,718.0002,750.0002,782.0002,814.0001,170.00 2,531.0002,566.0002,598.0002,627.0002,657.0001,185.00 2,338.0002,378.0002,418.0002,456.0002,494.0001,200.00 Page 112 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 2,167.0002,195.0002,223.0002,254.0002,296.0001,215.00 2,016.0002,047.0002,076.0002,106.0002,136.0001,230.00 1,843.0001,877.0001,911.0001,946.0001,982.0001,245.00 1,698.0001,724.0001,750.0001,778.0001,809.0001,260.00 1,582.0001,601.0001,624.0001,647.0001,672.0001,275.00 1,463.0001,490.0001,519.0001,546.0001,565.0001,290.00 1,347.0001,369.0001,391.0001,414.0001,438.0001,305.00 1,242.0001,263.0001,284.0001,305.0001,326.0001,320.00 1,142.0001,161.0001,181.0001,201.0001,221.0001,335.00 1,066.0001,081.0001,096.0001,110.0001,125.0001,350.00 991.0001,006.0001,022.0001,037.0001,051.0001,365.00 912.000927.000943.000959.000975.0001,380.00 814.000837.000859.000879.000897.0001,395.00 693.000718.000743.000767.000791.0001,410.00 576.000598.000621.000645.000669.0001,425.00 (N/A)(N/A)(N/A)(N/A)556.0001,440.00 Page 113 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 1.0000.0000.0000.000-1.000375.00 9.0007.0005.0003.0002.000390.00 24.00020.00016.00013.00011.000405.00 52.00045.00039.00034.00028.000420.00 89.00081.00073.00066.00059.000435.00 133.000123.000114.000106.00097.000450.00 181.000171.000161.000151.000142.000465.00 233.000223.000212.000202.000191.000480.00 292.000280.000268.000256.000244.000495.00 361.000347.000333.000319.000305.000510.00 429.000416.000401.000388.000374.000525.00 487.000474.000462.000451.000440.000540.00 544.000534.000523.000511.000499.000555.00 620.000597.000577.000563.000554.000570.00 757.000726.000697.000670.000644.000585.00 Page 114 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 939.000903.000863.000825.000789.000600.00 1,083.0001,056.0001,028.0001,000.000971.000615.00 1,230.0001,195.0001,165.0001,137.0001,110.000630.00 1,455.0001,405.0001,357.0001,313.0001,270.000645.00 1,694.0001,638.0001,595.0001,558.0001,507.000660.00 2,186.0002,074.0001,958.0001,851.0001,762.000675.00 3,258.0002,899.0002,644.0002,444.0002,299.000690.00 10,651.0008,153.0006,397.0005,068.0004,043.000705.00 14,623.00014,834.00015,341.00014,774.00013,000.000720.00 15,629.00015,759.00016,014.00015,918.00015,186.000735.00 16,079.00016,052.00016,223.00016,188.00015,896.000750.00 16,294.00016,152.00016,335.00016,472.00016,375.000765.00 16,274.00016,045.00016,033.00016,230.00016,403.000780.00 16,240.00016,258.00016,045.00016,048.00016,272.000795.00 16,001.00016,084.00016,008.00015,951.00016,001.000810.00 15,818.00015,875.00015,836.00015,758.00015,826.000825.00 15,500.00015,680.00015,680.00015,607.00015,688.000840.00 15,220.00015,494.00015,588.00015,425.00015,316.000855.00 14,885.00015,195.00015,193.00015,191.00015,223.000870.00 14,665.00014,604.00014,667.00014,950.00014,918.000885.00 14,430.00014,421.00014,492.00014,601.00014,661.000900.00 14,094.00014,054.00014,173.00014,360.00014,434.000915.00 13,724.00013,774.00013,754.00013,996.00014,123.000930.00 13,339.00013,408.00013,167.00013,177.00013,455.000945.00 12,947.00012,997.00013,011.00012,995.00013,071.000960.00 12,704.00012,740.00012,760.00012,793.00012,863.000975.00 12,206.00012,381.00012,524.00012,599.00012,652.000990.00 11,945.00012,112.00012,161.00012,112.00012,113.0001,005.00 11,562.00011,540.00011,820.00011,777.00011,734.0001,020.00 11,258.00011,282.00011,256.00011,328.00011,583.0001,035.00 10,997.00011,029.00011,072.00011,140.00011,207.0001,050.00 10,775.00010,807.00010,852.00010,905.00010,955.0001,065.00 10,382.00010,418.00010,535.00010,662.00010,735.0001,080.00 10,105.00010,046.00010,068.00010,250.00010,374.0001,095.00 9,726.0009,731.0009,736.0009,983.00010,110.0001,110.00 9,274.0009,363.0009,469.0009,412.0009,481.0001,125.00 9,061.0009,112.0009,158.0009,203.0009,246.0001,140.00 8,842.0008,889.0008,931.0008,971.0009,013.0001,155.00 8,520.0008,637.0008,709.0008,754.0008,792.0001,170.00 8,202.0008,355.0008,397.0008,386.0008,411.0001,185.00 7,918.0008,034.0008,046.0008,042.0008,073.0001,200.00 Page 115 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 7,572.0007,634.0007,879.0007,937.0007,844.0001,215.00 7,376.0007,463.0007,527.0007,592.0007,671.0001,230.00 7,176.0007,229.0007,275.0007,323.0007,357.0001,245.00 6,963.0007,004.0007,047.0007,089.0007,129.0001,260.00 6,759.0006,803.0006,844.0006,883.0006,922.0001,275.00 6,533.0006,582.0006,637.0006,675.0006,716.0001,290.00 6,296.0006,332.0006,382.0006,406.0006,466.0001,305.00 6,085.0006,147.0006,184.0006,204.0006,253.0001,320.00 5,826.0005,866.0005,916.0005,971.0006,024.0001,335.00 5,622.0005,598.0005,693.0005,802.0005,808.0001,350.00 5,392.0005,416.0005,435.0005,439.0005,528.0001,365.00 5,193.0005,224.0005,268.0005,314.0005,358.0001,380.00 4,996.0005,034.0005,071.0005,112.0005,156.0001,395.00 4,818.0004,853.0004,887.0004,922.0004,959.0001,410.00 4,651.0004,685.0004,718.0004,752.0004,784.0001,425.00 (N/A)(N/A)(N/A)(N/A)4,616.0001,440.00 Page 116 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 2.0001.0001.0001.0001.000375.00 4.0003.0003.0002.0002.000390.00 7.0006.0005.0005.0004.000405.00 13.00012.00011.0009.0008.000420.00 22.00020.00018.00016.00015.000435.00 32.00030.00028.00026.00024.000450.00 43.00041.00039.00036.00034.000465.00 56.00054.00051.00048.00046.000480.00 72.00069.00065.00062.00059.000495.00 91.00087.00083.00079.00076.000510.00 113.000109.000104.00099.00095.000525.00 140.000134.000129.000124.000118.000540.00 167.000161.000156.000150.000145.000555.00 195.000189.000183.000178.000172.000570.00 227.000220.000213.000207.000201.000585.00 Page 117 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 266.000257.000249.000241.000234.000600.00 315.000304.000294.000284.000275.000615.00 378.000364.000351.000338.000326.000630.00 453.000437.000421.000406.000392.000645.00 538.000519.000502.000485.000469.000660.00 655.000629.000604.000580.000559.000675.00 1,096.000913.000797.000726.000684.000690.00 3,990.0003,031.0002,231.0001,718.0001,368.000705.00 5,054.0005,121.0005,329.0005,348.0004,858.000720.00 5,217.0005,222.0005,211.0005,171.0005,106.000735.00 5,180.0005,189.0005,198.0005,205.0005,210.000750.00 5,114.0005,130.0005,144.0005,157.0005,169.000765.00 5,024.0005,043.0005,062.0005,081.0005,098.000780.00 4,921.0004,943.0004,964.0004,985.0005,005.000795.00 4,798.0004,824.0004,849.0004,873.0004,898.000810.00 4,647.0004,676.0004,705.0004,735.0004,767.000825.00 4,494.0004,526.0004,558.0004,588.0004,617.000840.00 4,319.0004,357.0004,393.0004,428.0004,461.000855.00 4,122.0004,163.0004,204.0004,243.0004,281.000870.00 3,875.0003,924.0003,977.0004,031.0004,079.000885.00 3,669.0003,706.0003,746.0003,788.0003,830.000900.00 3,502.0003,533.0003,565.0003,598.0003,633.000915.00 3,352.0003,381.0003,411.0003,441.0003,471.000930.00 3,190.0003,223.0003,258.0003,291.0003,323.000945.00 3,014.0003,053.0003,088.0003,122.0003,156.000960.00 2,800.0002,841.0002,882.0002,924.0002,968.000975.00 2,604.0002,645.0002,682.0002,721.0002,760.000990.00 2,385.0002,428.0002,470.0002,513.0002,559.0001,005.00 2,156.0002,203.0002,250.0002,296.0002,342.0001,020.00 1,915.0001,964.0002,014.0002,061.0002,108.0001,035.00 1,740.0001,770.0001,801.0001,834.0001,871.0001,050.00 1,605.0001,631.0001,657.0001,685.0001,712.0001,065.00 1,493.0001,514.0001,536.0001,558.0001,581.0001,080.00 1,399.0001,416.0001,434.0001,453.0001,473.0001,095.00 1,334.0001,346.0001,358.0001,371.0001,384.0001,110.00 1,273.0001,285.0001,298.0001,310.0001,322.0001,125.00 1,210.0001,221.0001,233.0001,247.0001,260.0001,140.00 1,142.0001,158.0001,173.0001,187.0001,199.0001,155.00 1,060.0001,077.0001,094.0001,110.0001,126.0001,170.00 964.000986.0001,008.0001,027.0001,044.0001,185.00 857.000877.000897.000919.000941.0001,200.00 Page 118 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 772.000787.000803.000820.000838.0001,215.00 708.000720.000732.000745.000758.0001,230.00 665.000672.000680.000688.000697.0001,245.00 636.000641.000647.000652.000659.0001,260.00 611.000616.000620.000625.000630.0001,275.00 589.000594.000598.000602.000607.0001,290.00 567.000572.000576.000580.000585.0001,305.00 544.000549.000553.000558.000562.0001,320.00 521.000526.000530.000535.000539.0001,335.00 500.000504.000508.000513.000517.0001,350.00 480.000484.000488.000492.000496.0001,365.00 460.000464.000468.000472.000476.0001,380.00 443.000446.000450.000453.000457.0001,395.00 418.000426.000432.000436.000439.0001,410.00 385.000391.000397.000404.000411.0001,425.00 (N/A)(N/A)(N/A)(N/A)380.0001,440.00 Page 119 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 2.0001.0001.0001.0001.000285.00 4.0004.0003.0003.0002.000300.00 10.0009.0007.0006.0005.000315.00 20.00018.00016.00014.00012.000330.00 32.00030.00027.00025.00022.000345.00 48.00044.00041.00038.00035.000360.00 65.00061.00058.00054.00051.000375.00 84.00080.00076.00072.00069.000390.00 105.000100.00096.00092.00088.000405.00 126.000122.000118.000113.000109.000420.00 150.000145.000140.000136.000131.000435.00 174.000169.000164.000159.000154.000450.00 198.000193.000188.000183.000179.000465.00 223.000218.000213.000208.000203.000480.00 253.000247.000241.000235.000229.000495.00 289.000281.000274.000267.000260.000510.00 331.000322.000314.000305.000297.000525.00 380.000370.000360.000350.000341.000540.00 424.000415.000407.000398.000389.000555.00 464.000456.000448.000440.000432.000570.00 505.000496.000488.000480.000472.000585.00 Page 120 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 553.000543.000532.000523.000514.000600.00 616.000602.000589.000577.000565.000615.00 696.000678.000661.000645.000630.000630.00 801.000779.000757.000736.000716.000645.00 961.000916.000879.000849.000825.000660.00 1,254.0001,200.0001,139.0001,074.0001,014.000675.00 2,076.0001,739.0001,515.0001,381.0001,306.000690.00 7,084.0005,773.0004,341.0003,289.0002,569.000705.00 7,991.0008,112.0008,370.0008,410.0007,951.000720.00 8,304.0008,358.0008,394.0008,305.0008,098.000735.00 8,428.0008,303.0008,291.0008,390.0008,355.000750.00 8,423.0008,432.0008,312.0008,312.0008,432.000765.00 8,277.0008,303.0008,342.0008,263.0008,287.000780.00 8,181.0008,247.0008,229.0008,199.0008,249.000795.00 8,000.0008,041.0008,066.0008,078.0008,091.000810.00 7,794.0007,830.0007,865.0007,902.0007,948.000825.00 7,620.0007,651.0007,683.0007,720.0007,757.000840.00 7,474.0007,503.0007,531.0007,561.0007,590.000855.00 7,330.0007,357.0007,388.0007,417.0007,445.000870.00 7,195.0007,208.0007,264.0007,299.0007,311.000885.00 7,053.0007,060.0007,090.0007,138.0007,189.000900.00 6,907.0006,937.0006,941.0006,973.0007,033.000915.00 6,711.0006,739.0006,778.0006,816.0006,858.000930.00 6,558.0006,533.0006,608.0006,696.0006,700.000945.00 6,334.0006,419.0006,418.0006,407.0006,484.000960.00 6,075.0006,128.0006,175.0006,208.0006,234.000975.00 5,790.0005,839.0005,891.0005,948.0006,013.000990.00 5,590.0005,626.0005,663.0005,702.0005,744.0001,005.00 5,429.0005,458.0005,487.0005,520.0005,554.0001,020.00 5,262.0005,296.0005,330.0005,365.0005,398.0001,035.00 5,091.0005,123.0005,157.0005,192.0005,227.0001,050.00 4,934.0004,967.0004,999.0005,030.0005,060.0001,065.00 4,763.0004,799.0004,833.0004,868.0004,901.0001,080.00 4,574.0004,609.0004,645.0004,683.0004,723.0001,095.00 4,380.0004,422.0004,461.0004,500.0004,538.0001,110.00 4,155.0004,202.0004,248.0004,293.0004,337.0001,125.00 3,878.0003,937.0003,999.0004,056.0004,107.0001,140.00 3,643.0003,685.0003,730.0003,777.0003,826.0001,155.00 3,461.0003,495.0003,530.0003,566.0003,604.0001,170.00 3,298.0003,330.0003,362.0003,395.0003,428.0001,185.00 3,118.0003,154.0003,190.0003,226.0003,263.0001,200.00 Page 121 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 2,908.0002,954.0003,002.0003,045.0003,082.0001,215.00 2,696.0002,737.0002,779.0002,821.0002,864.0001,230.00 2,477.0002,523.0002,571.0002,616.0002,657.0001,245.00 2,250.0002,298.0002,345.0002,390.0002,433.0001,260.00 2,008.0002,057.0002,105.0002,154.0002,202.0001,275.00 1,794.0001,827.0001,864.0001,908.0001,957.0001,290.00 1,650.0001,678.0001,705.0001,733.0001,763.0001,305.00 1,531.0001,553.0001,575.0001,599.0001,624.0001,320.00 1,432.0001,451.0001,470.0001,490.0001,510.0001,335.00 1,360.0001,372.0001,385.0001,399.0001,415.0001,350.00 1,303.0001,314.0001,326.0001,337.0001,349.0001,365.00 1,243.0001,255.0001,267.0001,279.0001,291.0001,380.00 1,189.0001,201.0001,211.0001,220.0001,230.0001,395.00 1,118.0001,132.0001,147.0001,161.0001,176.0001,410.00 1,044.0001,059.0001,074.0001,089.0001,103.0001,425.00 (N/A)(N/A)(N/A)(N/A)1,029.0001,440.00 Page 122 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 1.0001.0001.0000.0000.000180.00 5.0004.0003.0002.0002.000195.00 16.00013.00011.0009.0007.000210.00 33.00029.00025.00022.00019.000225.00 55.00050.00046.00041.00037.000240.00 82.00076.00071.00065.00060.000255.00 112.000106.000100.00094.00088.000270.00 146.000139.000132.000125.000119.000285.00 182.000175.000167.000160.000153.000300.00 220.000212.000205.000197.000190.000315.00 259.000251.000243.000235.000228.000330.00 299.000290.000282.000274.000267.000345.00 340.000332.000323.000315.000307.000360.00 383.000374.000366.000357.000349.000375.00 423.000415.000408.000399.000391.000390.00 461.000454.000447.000439.000431.000405.00 493.000487.000481.000475.000468.000420.00 524.000518.000512.000506.000500.000435.00 557.000550.000543.000537.000531.000450.00 591.000584.000577.000570.000563.000465.00 631.000622.000614.000606.000598.000480.00 683.000672.000661.000650.000640.000495.00 744.000732.000719.000707.000695.000510.00 808.000795.000782.000770.000757.000525.00 898.000877.000858.000840.000823.000540.00 1,015.000991.000966.000942.000919.000555.00 1,130.0001,111.0001,091.0001,066.0001,041.000570.00 1,225.0001,204.0001,185.0001,166.0001,147.000585.00 Page 123 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 1,338.0001,311.0001,289.0001,267.0001,245.000600.00 1,483.0001,454.0001,426.0001,399.0001,369.000615.00 1,649.0001,610.0001,576.0001,543.0001,513.000630.00 1,923.0001,858.0001,798.0001,743.0001,693.000645.00 2,405.0002,279.0002,163.0002,068.0001,992.000660.00 3,164.0002,990.0002,829.0002,681.0002,540.000675.00 5,139.0004,374.0003,869.0003,553.0003,341.000690.00 13,594.00011,333.0009,055.0007,344.0006,098.000705.00 15,090.00014,564.00014,818.00015,367.00015,045.000720.00 15,657.00015,379.00015,539.00015,906.00015,785.000735.00 16,172.00015,875.00015,850.00016,066.00016,036.000750.00 16,172.00016,059.00015,937.00016,101.00016,261.000765.00 16,039.00016,041.00015,843.00015,828.00016,002.000780.00 15,802.00016,010.00016,026.00015,843.00015,846.000795.00 15,581.00015,803.00015,879.00015,809.00015,736.000810.00 15,454.00015,601.00015,664.00015,600.00015,505.000825.00 15,173.00015,321.00015,487.00015,457.00015,376.000840.00 15,123.00015,120.00015,330.00015,407.00015,254.000855.00 14,879.00014,856.00015,098.00015,097.00015,094.000870.00 14,686.00014,675.00014,599.00014,660.00014,901.000885.00 14,456.00014,436.00014,425.00014,497.00014,620.000900.00 14,267.00014,192.00014,144.00014,256.00014,399.000915.00 13,689.00013,932.00013,979.00013,961.00014,142.000930.00 13,357.00013,600.00013,653.00013,456.00013,448.000945.00 13,116.00013,228.00013,286.00013,286.00013,258.000960.00 12,894.00012,950.00012,984.00012,996.00013,029.000975.00 12,489.00012,568.00012,698.00012,819.00012,861.000990.00 12,160.00012,364.00012,524.00012,552.00012,481.0001,005.00 12,039.00012,022.00012,005.00012,239.00012,200.0001,020.00 11,692.00011,754.00011,774.00011,733.00011,807.0001,035.00 11,366.00011,408.00011,444.00011,498.00011,591.0001,050.00 11,166.00011,182.00011,214.00011,258.00011,313.0001,065.00 10,915.00010,876.00010,885.00011,010.00011,125.0001,080.00 10,701.00010,696.00010,635.00010,647.00010,805.0001,095.00 10,121.00010,341.00010,345.00010,349.00010,570.0001,110.00 9,847.0009,887.00010,010.00010,118.00010,064.0001,125.00 9,559.0009,614.0009,680.0009,743.0009,795.0001,140.00 9,347.0009,392.0009,435.0009,476.0009,515.0001,155.00 9,026.0009,142.0009,250.0009,292.0009,311.0001,170.00 8,795.0008,908.0009,040.0009,052.0008,997.0001,185.00 8,589.0008,657.0008,773.0008,785.0008,776.0001,200.00 Page 124 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 8,446.0008,361.0008,415.0008,620.0008,674.0001,215.00 8,157.0008,163.0008,260.0008,319.0008,380.0001,230.00 7,828.0007,893.0007,967.0008,039.0008,110.0001,245.00 7,585.0007,628.0007,673.0007,721.0007,773.0001,260.00 7,396.0007,433.0007,469.0007,506.0007,544.0001,275.00 7,186.0007,247.0007,290.0007,319.0007,357.0001,290.00 7,012.0007,072.0007,091.0007,103.0007,140.0001,305.00 6,870.0006,913.0006,963.0006,987.0006,982.0001,320.00 6,687.0006,704.0006,741.0006,788.0006,831.0001,335.00 6,451.0006,531.0006,510.0006,590.0006,681.0001,350.00 6,292.0006,324.0006,347.0006,364.0006,368.0001,365.00 6,000.0006,059.0006,117.0006,184.0006,247.0001,380.00 5,730.0005,777.0005,828.0005,882.0005,938.0001,395.00 5,539.0005,574.0005,611.0005,649.0005,688.0001,410.00 5,382.0005,414.0005,443.0005,473.0005,504.0001,425.00 (N/A)(N/A)(N/A)(N/A)5,347.0001,440.00 Page 125 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 0.0000.0000.0000.0000.000375.00 0.0000.0000.0000.0000.000390.00 0.0000.0000.0000.0000.000405.00 0.0000.0000.0000.0000.000420.00 0.0000.0000.0000.0000.000435.00 0.0000.0000.0000.0000.000450.00 0.0000.0000.0000.0000.000465.00 0.0000.0000.0000.0000.000480.00 2.0002.0001.0001.0000.000495.00 9.0007.0006.0004.0003.000510.00 19.00016.00014.00012.00010.000525.00 32.00029.00026.00024.00021.000540.00 48.00045.00041.00038.00035.000555.00 66.00062.00058.00055.00051.000570.00 88.00083.00078.00074.00070.000585.00 Page 126 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 117.000110.000104.00099.00093.000600.00 155.000146.000138.000131.000124.000615.00 204.000193.000182.000173.000163.000630.00 271.000256.000242.000229.000216.000645.00 364.000342.000322.000304.000287.000660.00 528.000487.000450.000417.000388.000675.00 1,155.000901.000738.000637.000573.000690.00 3,800.0003,128.0002,407.0001,835.0001,466.000705.00 4,995.0005,250.0005,398.0005,214.0004,604.000720.00 4,565.0004,581.0004,610.0004,668.0004,786.000735.00 4,542.0004,542.0004,545.0004,549.0004,556.000750.00 4,548.0004,548.0004,546.0004,545.0004,543.000765.00 4,531.0004,536.0004,541.0004,544.0004,547.000780.00 4,490.0004,500.0004,509.0004,517.0004,524.000795.00 4,427.0004,441.0004,455.0004,467.0004,479.000810.00 4,347.0004,364.0004,381.0004,397.0004,412.000825.00 4,251.0004,271.0004,291.0004,310.0004,329.000840.00 4,148.0004,170.0004,190.0004,211.0004,231.000855.00 4,038.0004,061.0004,083.0004,105.0004,127.000870.00 3,917.0003,943.0003,967.0003,991.0004,015.000885.00 3,779.0003,808.0003,836.0003,864.0003,891.000900.00 3,628.0003,659.0003,690.0003,720.0003,750.000915.00 3,461.0003,495.0003,529.0003,563.0003,596.000930.00 3,317.0003,331.0003,357.0003,390.0003,426.000945.00 3,250.0003,262.0003,275.0003,288.0003,301.000960.00 3,191.0003,202.0003,214.0003,226.0003,238.000975.00 3,132.0003,144.0003,156.0003,167.0003,179.000990.00 3,072.0003,083.0003,096.0003,108.0003,119.0001,005.00 3,003.0003,019.0003,033.0003,047.0003,060.0001,020.00 2,929.0002,942.0002,956.0002,971.0002,987.0001,035.00 2,885.0002,888.0002,894.0002,904.0002,915.0001,050.00 2,872.0002,875.0002,877.0002,879.0002,882.0001,065.00 2,860.0002,864.0002,866.0002,868.0002,870.0001,080.00 2,833.0002,839.0002,844.0002,850.0002,855.0001,095.00 2,800.0002,807.0002,813.0002,820.0002,826.0001,110.00 2,759.0002,768.0002,777.0002,785.0002,793.0001,125.00 2,705.0002,717.0002,728.0002,739.0002,750.0001,140.00 2,646.0002,658.0002,669.0002,681.0002,693.0001,155.00 2,595.0002,604.0002,614.0002,624.0002,635.0001,170.00 2,517.0002,536.0002,553.0002,569.0002,583.0001,185.00 2,415.0002,436.0002,457.0002,477.0002,497.0001,200.00 Page 127 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 2,309.0002,330.0002,351.0002,373.0002,394.0001,215.00 2,205.0002,225.0002,246.0002,267.0002,288.0001,230.00 2,107.0002,127.0002,146.0002,166.0002,185.0001,245.00 2,009.0002,029.0002,048.0002,068.0002,088.0001,260.00 1,905.0001,927.0001,948.0001,969.0001,989.0001,275.00 1,795.0001,818.0001,840.0001,862.0001,884.0001,290.00 1,680.0001,703.0001,727.0001,750.0001,773.0001,305.00 1,556.0001,580.0001,605.0001,630.0001,655.0001,320.00 1,437.0001,460.0001,483.0001,507.0001,531.0001,335.00 1,331.0001,350.0001,371.0001,392.0001,414.0001,350.00 1,254.0001,264.0001,277.0001,293.0001,311.0001,365.00 1,220.0001,226.0001,232.0001,238.0001,245.0001,380.00 1,197.0001,202.0001,206.0001,211.0001,215.0001,395.00 1,176.0001,181.0001,185.0001,189.0001,193.0001,410.00 1,152.0001,157.0001,162.0001,167.0001,171.0001,425.00 (N/A)(N/A)(N/A)(N/A)1,147.0001,440.00 Page 128 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 1.0000.0000.0000.0000.000375.00 5.0004.0003.0002.0001.000390.00 13.00011.0009.0008.0006.000405.00 23.00021.00019.00017.00015.000420.00 36.00033.00031.00028.00026.000435.00 51.00048.00045.00042.00039.000450.00 67.00064.00061.00057.00054.000465.00 86.00082.00078.00074.00071.000480.00 109.000104.00099.00094.00090.000495.00 137.000131.000125.000119.000114.000510.00 170.000163.000156.000150.000143.000525.00 208.000201.000193.000185.000178.000540.00 246.000238.000231.000224.000216.000555.00 284.000275.000268.000260.000253.000570.00 331.000321.000311.000301.000292.000585.00 Page 129 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 395.000379.000365.000353.000342.000600.00 497.000473.000452.000432.000413.000615.00 638.000605.000575.000547.000521.000630.00 845.000798.000754.000713.000674.000645.00 1,140.0001,071.0001,007.000949.000895.000660.00 1,434.0001,385.0001,332.0001,275.0001,211.000675.00 2,298.0001,921.0001,679.0001,548.0001,481.000690.00 6,660.0005,483.0004,083.0003,308.0002,831.000705.00 8,269.0008,513.0008,865.0008,657.0007,749.000720.00 8,649.0008,595.0008,510.0008,399.0008,288.000735.00 8,760.0008,737.0008,718.0008,702.0008,682.000750.00 8,912.0008,868.0008,834.0008,806.0008,784.000765.00 9,075.0009,054.0009,001.0008,992.0008,970.000780.00 9,031.0009,073.0009,058.0009,017.0009,037.000795.00 9,003.0009,025.0009,068.0009,049.0009,009.000810.00 8,896.0008,931.0008,984.0008,987.0008,992.000825.00 8,841.0008,831.0008,868.0008,918.0008,916.000840.00 8,806.0008,790.0008,808.0008,823.0008,835.000855.00 8,759.0008,750.0008,773.0008,790.0008,802.000870.00 8,687.0008,714.0008,730.0008,724.0008,746.000885.00 8,620.0008,637.0008,670.0008,688.0008,682.000900.00 8,544.0008,562.0008,578.0008,593.0008,606.000915.00 8,454.0008,470.0008,488.0008,507.0008,526.000930.00 8,360.0008,385.0008,407.0008,423.0008,439.000945.00 8,218.0008,247.0008,277.0008,305.0008,333.000960.00 8,065.0008,097.0008,128.0008,158.0008,188.000975.00 7,897.0007,931.0007,966.0007,999.0008,032.000990.00 7,727.0007,761.0007,795.0007,828.0007,862.0001,005.00 7,548.0007,585.0007,621.0007,657.0007,692.0001,020.00 7,361.0007,398.0007,435.0007,473.0007,511.0001,035.00 7,157.0007,200.0007,242.0007,284.0007,323.0001,050.00 6,993.0007,016.0007,042.0007,072.0007,113.0001,065.00 6,828.0006,866.0006,901.0006,956.0006,973.0001,080.00 6,603.0006,604.0006,704.0006,734.0006,738.0001,095.00 6,341.0006,445.0006,472.0006,474.0006,576.0001,110.00 6,161.0006,192.0006,208.0006,304.0006,335.0001,125.00 6,011.0006,004.0006,026.0006,060.0006,119.0001,140.00 5,862.0005,851.0005,891.0005,957.0006,011.0001,155.00 5,738.0005,772.0005,785.0005,805.0005,844.0001,170.00 5,584.0005,601.0005,640.0005,685.0005,710.0001,185.00 5,423.0005,454.0005,480.0005,521.0005,563.0001,200.00 Page 130 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 5,283.0005,308.0005,333.0005,359.0005,387.0001,215.00 5,169.0005,189.0005,211.0005,235.0005,259.0001,230.00 5,074.0005,097.0005,116.0005,133.0005,150.0001,245.00 4,940.0004,968.0004,996.0005,024.0005,050.0001,260.00 4,788.0004,820.0004,850.0004,881.0004,911.0001,275.00 4,626.0004,659.0004,692.0004,724.0004,757.0001,290.00 4,457.0004,490.0004,524.0004,558.0004,592.0001,305.00 4,290.0004,324.0004,357.0004,391.0004,424.0001,320.00 4,125.0004,158.0004,191.0004,224.0004,257.0001,335.00 3,954.0003,989.0004,023.0004,057.0004,091.0001,350.00 3,768.0003,806.0003,844.0003,882.0003,919.0001,365.00 3,568.0003,610.0003,650.0003,689.0003,729.0001,380.00 3,359.0003,400.0003,442.0003,485.0003,527.0001,395.00 3,270.0003,284.0003,299.0003,316.0003,332.0001,410.00 3,203.0003,216.0003,229.0003,242.0003,256.0001,425.00 (N/A)(N/A)(N/A)(N/A)3,190.0001,440.00 Page 131 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 3.0002.0001.0000.0000.000255.00 13.00011.0008.0006.0005.000270.00 29.00025.00022.00019.00016.000285.00 49.00045.00041.00036.00033.000300.00 73.00068.00063.00058.00054.000315.00 101.00095.00089.00084.00078.000330.00 130.000124.000118.000112.000106.000345.00 163.000156.000150.000143.000137.000360.00 197.000190.000183.000176.000169.000375.00 233.000225.000218.000211.000204.000390.00 270.000263.000255.000248.000240.000405.00 309.000301.000293.000286.000278.000420.00 347.000339.000332.000324.000316.000435.00 395.000384.000374.000364.000355.000450.00 454.000442.000430.000418.000406.000465.00 526.000510.000495.000480.000467.000480.00 624.000602.000581.000561.000543.000495.00 755.000726.000699.000673.000648.000510.00 917.000882.000849.000816.000785.000525.00 1,108.0001,068.0001,029.000991.000954.000540.00 1,268.0001,245.0001,219.0001,187.0001,148.000555.00 1,343.0001,330.0001,317.0001,302.0001,286.000570.00 1,401.0001,389.0001,378.0001,367.0001,355.000585.00 Page 132 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 1,460.0001,447.0001,435.0001,423.0001,412.000600.00 1,561.0001,534.0001,510.0001,489.0001,473.000615.00 1,824.0001,754.0001,692.0001,638.0001,594.000630.00 2,238.0002,151.0002,066.0001,982.0001,900.000645.00 2,737.0002,627.0002,523.0002,423.0002,329.000660.00 3,063.0003,030.0002,989.0002,934.0002,854.000675.00 4,671.0003,790.0003,305.0003,150.0003,092.000690.00 12,685.00010,447.0008,561.0006,823.0005,843.000705.00 17,977.00016,828.00015,715.00015,467.00014,557.000720.00 19,309.00019,081.00019,004.00018,961.00018,760.000735.00 20,008.00019,890.00019,797.00019,700.00019,581.000750.00 20,404.00020,363.00020,306.00020,238.00020,141.000765.00 20,617.00020,580.00020,537.00020,488.00020,439.000780.00 20,731.00020,717.00020,699.00020,673.00020,647.000795.00 20,789.00020,783.00020,774.00020,761.00020,746.000810.00 20,788.00020,792.00020,794.00020,794.00020,793.000825.00 20,736.00020,749.00020,762.00020,772.00020,781.000840.00 20,670.00020,688.00020,704.00020,714.00020,725.000855.00 20,576.00020,596.00020,615.00020,634.00020,652.000870.00 20,468.00020,491.00020,513.00020,534.00020,555.000885.00 20,354.00020,373.00020,397.00020,421.00020,445.000900.00 20,207.00020,241.00020,276.00020,309.00020,335.000915.00 20,018.00020,058.00020,097.00020,137.00020,172.000930.00 19,835.00019,862.00019,895.00019,935.00019,978.000945.00 19,509.00019,629.00019,716.00019,779.00019,817.000960.00 18,964.00019,089.00019,237.00019,351.00019,414.000975.00 18,735.00018,747.00018,823.00018,953.00018,946.000990.00 18,590.00018,635.00018,666.00018,694.00018,716.0001,005.00 18,357.00018,404.00018,451.00018,496.00018,542.0001,020.00 18,154.00018,182.00018,218.00018,260.00018,309.0001,035.00 17,751.00017,844.00017,956.00018,042.00018,110.0001,050.00 17,139.00017,297.00017,415.00017,578.00017,687.0001,065.00 16,902.00016,979.00017,104.00017,127.00017,073.0001,080.00 16,677.00016,735.00016,786.00016,829.00016,867.0001,095.00 16,392.00016,451.00016,508.00016,563.00016,620.0001,110.00 16,145.00016,223.00016,273.00016,305.00016,346.0001,125.00 15,618.00015,692.00015,788.00015,913.00016,040.0001,140.00 15,264.00015,202.00015,156.00015,324.00015,504.0001,155.00 14,903.00015,032.00015,141.00015,304.00015,324.0001,170.00 14,590.00014,673.00014,809.00014,908.00014,886.0001,185.00 14,434.00014,470.00014,527.00014,574.00014,575.0001,200.00 Page 133 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 14,206.00014,256.00014,306.00014,355.00014,400.0001,215.00 13,948.00014,000.00014,054.00014,106.00014,156.0001,230.00 13,676.00013,732.00013,788.00013,843.00013,896.0001,245.00 13,456.00013,494.00013,556.00013,589.00013,628.0001,260.00 13,028.00013,135.00013,233.00013,313.00013,406.0001,275.00 12,536.00012,683.00012,784.00012,846.00012,924.0001,290.00 12,390.00012,499.00012,448.00012,397.00012,400.0001,305.00 12,147.00012,205.00012,187.00012,191.00012,274.0001,320.00 11,915.00011,911.00011,879.00011,935.00012,048.0001,335.00 11,696.00011,709.00011,755.00011,794.00011,843.0001,350.00 11,572.00011,604.00011,651.00011,690.00011,690.0001,365.00 11,400.00011,441.00011,481.00011,517.00011,545.0001,380.00 11,187.00011,230.00011,273.00011,315.00011,358.0001,395.00 10,959.00011,004.00011,049.00011,095.00011,142.0001,410.00 10,723.00010,772.00010,820.00010,867.00010,913.0001,425.00 (N/A)(N/A)(N/A)(N/A)10,674.0001,440.00 Page 134 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 0.0000.0000.0000.0000.000375.00 0.0000.0000.0000.0000.000390.00 0.0000.0000.0000.0000.000405.00 0.0000.0000.0000.0000.000420.00 0.0000.0000.0000.0000.000435.00 0.0000.0000.0000.0000.000450.00 0.0000.0000.0000.0000.000465.00 0.0000.0000.0000.0000.000480.00 2.0002.0001.0001.0000.000495.00 9.0007.0006.0004.0003.000510.00 20.00017.00015.00012.00011.000525.00 35.00032.00028.00025.00022.000540.00 54.00050.00046.00042.00039.000555.00 75.00071.00066.00062.00058.000570.00 103.00097.00091.00085.00080.000585.00 Page 135 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 137.000130.000122.000115.000109.000600.00 183.000173.000163.000154.000145.000615.00 241.000228.000216.000204.000193.000630.00 319.000302.000285.000270.000255.000645.00 424.000399.000377.000356.000337.000660.00 575.000542.000510.000480.000451.000675.00 1,078.000876.000743.000661.000611.000690.00 3,672.0002,872.0002,223.0001,737.0001,363.000705.00 3,941.0003,947.0004,192.0004,384.0004,238.000720.00 4,275.0004,244.0004,205.0004,148.0004,054.000735.00 4,351.0004,341.0004,330.0004,316.0004,298.000750.00 4,381.0004,377.0004,373.0004,367.0004,360.000765.00 4,376.0004,379.0004,381.0004,382.0004,382.000780.00 4,349.0004,356.0004,363.0004,368.0004,372.000795.00 4,301.0004,312.0004,323.0004,332.0004,341.000810.00 4,241.0004,255.0004,267.0004,279.0004,291.000825.00 4,169.0004,184.0004,199.0004,213.0004,228.000840.00 4,092.0004,108.0004,123.0004,139.0004,154.000855.00 4,011.0004,027.0004,044.0004,060.0004,076.000870.00 3,926.0003,943.0003,960.0003,977.0003,994.000885.00 3,839.0003,857.0003,874.0003,891.0003,909.000900.00 3,750.0003,768.0003,786.0003,804.0003,822.000915.00 3,664.0003,682.0003,699.0003,716.0003,733.000930.00 3,566.0003,589.0003,611.0003,629.0003,647.000945.00 3,471.0003,489.0003,508.0003,526.0003,545.000960.00 3,384.0003,401.0003,419.0003,436.0003,454.000975.00 3,295.0003,313.0003,331.0003,349.0003,367.000990.00 3,190.0003,212.0003,234.0003,255.0003,276.0001,005.00 3,052.0003,083.0003,112.0003,139.0003,165.0001,020.00 2,877.0002,913.0002,948.0002,984.0003,019.0001,035.00 2,798.0002,806.0002,814.0002,826.0002,848.0001,050.00 2,760.0002,767.0002,774.0002,782.0002,790.0001,065.00 2,724.0002,731.0002,738.0002,745.0002,752.0001,080.00 2,686.0002,694.0002,701.0002,709.0002,716.0001,095.00 2,645.0002,654.0002,662.0002,670.0002,678.0001,110.00 2,594.0002,606.0002,616.0002,627.0002,636.0001,125.00 2,536.0002,547.0002,558.0002,571.0002,583.0001,140.00 2,487.0002,496.0002,506.0002,516.0002,526.0001,155.00 2,441.0002,456.0002,464.0002,472.0002,479.0001,170.00 2,350.0002,369.0002,388.0002,406.0002,424.0001,185.00 2,250.0002,270.0002,290.0002,310.0002,331.0001,200.00 Page 136 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 2,154.0002,173.0002,191.0002,210.0002,230.0001,215.00 2,064.0002,082.0002,100.0002,118.0002,136.0001,230.00 1,973.0001,991.0002,009.0002,027.0002,045.0001,245.00 1,885.0001,902.0001,920.0001,938.0001,955.0001,260.00 1,807.0001,822.0001,837.0001,852.0001,868.0001,275.00 1,733.0001,748.0001,763.0001,777.0001,792.0001,290.00 1,659.0001,673.0001,688.0001,703.0001,718.0001,305.00 1,586.0001,601.0001,616.0001,631.0001,645.0001,320.00 1,511.0001,526.0001,541.0001,556.0001,571.0001,335.00 1,432.0001,448.0001,464.0001,480.0001,495.0001,350.00 1,348.0001,367.0001,385.0001,401.0001,417.0001,365.00 1,255.0001,273.0001,291.0001,310.0001,329.0001,380.00 1,171.0001,187.0001,203.0001,220.0001,237.0001,395.00 1,119.0001,124.0001,132.0001,142.0001,156.0001,410.00 1,102.0001,105.0001,108.0001,111.0001,115.0001,425.00 (N/A)(N/A)(N/A)(N/A)1,099.0001,440.00 Page 137 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 1.0000.0000.0000.0000.000375.00 5.0004.0003.0002.0001.000390.00 13.00011.0009.0008.0006.000405.00 25.00022.00020.00017.00015.000420.00 40.00037.00034.00031.00028.000435.00 58.00054.00051.00047.00044.000450.00 78.00074.00070.00066.00062.000465.00 101.00096.00092.00087.00083.000480.00 130.000124.000118.000112.000107.000495.00 164.000157.000150.000143.000136.000510.00 206.000197.000188.000180.000172.000525.00 253.000243.000234.000224.000215.000540.00 299.000290.000281.000272.000262.000555.00 346.000336.000327.000317.000308.000570.00 403.000391.000379.000367.000356.000585.00 Page 138 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 471.000458.000444.000430.000416.000600.00 548.000532.000516.000500.000486.000615.00 660.000634.000610.000588.000567.000630.00 817.000782.000749.000718.000688.000645.00 1,028.000979.000934.000892.000854.000660.00 1,313.0001,249.0001,187.0001,129.0001,077.000675.00 2,049.0001,775.0001,591.0001,463.0001,378.000690.00 6,184.0005,025.0003,911.0003,014.0002,438.000705.00 7,277.0006,952.0006,879.0007,226.0007,040.000720.00 7,712.0007,683.0007,647.0007,584.0007,481.000735.00 7,844.0007,820.0007,791.0007,759.0007,736.000750.00 8,093.0008,010.0007,951.0007,907.0007,868.000765.00 8,084.0008,201.0008,200.0008,083.0008,083.000780.00 8,088.0008,087.0008,203.0008,203.0008,085.000795.00 8,094.0008,092.0008,091.0008,207.0008,206.000810.00 8,057.0007,977.0007,988.0008,098.0008,096.000825.00 7,957.0007,980.0007,920.0007,939.0008,042.000840.00 7,933.0007,959.0007,904.0007,925.0007,941.000855.00 7,877.0007,909.0007,867.0007,894.0007,913.000870.00 7,833.0007,815.0007,847.0007,881.0007,849.000885.00 7,767.0007,774.0007,773.0007,813.0007,848.000900.00 7,703.0007,718.0007,731.0007,746.0007,758.000915.00 7,643.0007,654.0007,664.0007,675.0007,689.000930.00 7,559.0007,579.0007,600.0007,620.0007,632.000945.00 7,456.0007,477.0007,497.0007,518.0007,538.000960.00 7,340.0007,365.0007,390.0007,414.0007,435.000975.00 7,215.0007,240.0007,265.0007,290.0007,315.000990.00 7,086.0007,112.0007,138.0007,164.0007,190.0001,005.00 6,953.0006,979.0007,006.0007,033.0007,059.0001,020.00 6,823.0006,849.0006,875.0006,900.0006,926.0001,035.00 6,697.0006,722.0006,747.0006,772.0006,798.0001,050.00 6,592.0006,608.0006,626.0006,648.0006,672.0001,065.00 6,415.0006,480.0006,507.0006,534.0006,578.0001,080.00 6,298.0006,317.0006,318.0006,390.0006,412.0001,095.00 6,123.0006,128.0006,202.0006,222.0006,224.0001,110.00 5,945.0005,983.0006,012.0006,026.0006,101.0001,125.00 5,846.0005,846.0005,840.0005,860.0005,891.0001,140.00 5,684.0005,710.0005,668.0005,698.0005,797.0001,155.00 5,427.0005,449.0005,547.0005,566.0005,585.0001,170.00 5,282.0005,312.0005,283.0005,310.0005,405.0001,185.00 5,088.0005,129.0005,166.0005,160.0005,197.0001,200.00 Page 139 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 5,003.0005,021.0005,042.0005,062.0005,078.0001,215.00 4,925.0004,937.0004,949.0004,965.0004,984.0001,230.00 4,836.0004,859.0004,881.0004,901.0004,913.0001,245.00 4,724.0004,747.0004,769.0004,792.0004,814.0001,260.00 4,598.0004,625.0004,651.0004,677.0004,701.0001,275.00 4,468.0004,494.0004,520.0004,546.0004,572.0001,290.00 4,337.0004,364.0004,390.0004,416.0004,442.0001,305.00 4,206.0004,231.0004,257.0004,284.0004,311.0001,320.00 4,080.0004,105.0004,131.0004,156.0004,181.0001,335.00 3,955.0003,980.0004,005.0004,030.0004,055.0001,350.00 3,835.0003,858.0003,882.0003,906.0003,930.0001,365.00 3,719.0003,741.0003,763.0003,787.0003,811.0001,380.00 3,612.0003,634.0003,655.0003,676.0003,698.0001,395.00 3,498.0003,519.0003,540.0003,563.0003,588.0001,410.00 3,400.0003,419.0003,439.0003,458.0003,478.0001,425.00 (N/A)(N/A)(N/A)(N/A)3,381.0001,440.00 Page 140 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 3.0002.0001.0000.0000.000255.00 13.00011.0008.0006.0004.000270.00 30.00026.00023.00019.00016.000285.00 54.00048.00044.00039.00035.000300.00 82.00076.00070.00064.00059.000315.00 115.000108.000102.00095.00088.000330.00 153.000145.000137.000130.000123.000345.00 194.000185.000177.000169.000161.000360.00 238.000229.000220.000211.000202.000375.00 283.000274.000265.000256.000247.000390.00 330.000320.000311.000302.000292.000405.00 377.000368.000358.000348.000339.000420.00 427.000417.000407.000397.000387.000435.00 472.000463.000455.000446.000437.000450.00 515.000505.000496.000488.000480.000465.00 578.000564.000550.000538.000526.000480.00 661.000643.000626.000609.000593.000495.00 761.000740.000719.000699.000680.000510.00 877.000852.000829.000805.000783.000525.00 1,005.000980.000954.000928.000902.000540.00 1,121.0001,098.0001,075.0001,053.0001,030.000555.00 1,221.0001,202.0001,182.0001,163.0001,142.000570.00 1,316.0001,298.0001,279.0001,260.0001,241.000585.00 Page 141 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 1,403.0001,386.0001,369.0001,351.0001,334.000600.00 1,495.0001,466.0001,452.0001,437.0001,420.000615.00 1,726.0001,677.0001,629.0001,582.0001,536.000630.00 2,024.0001,955.0001,891.0001,832.0001,778.000645.00 2,418.0002,330.0002,246.0002,169.0002,095.000660.00 2,737.0002,683.0002,620.0002,555.0002,492.000675.00 4,610.0003,913.0003,368.0002,976.0002,787.000690.00 11,571.0009,777.0007,834.0006,436.0005,366.000705.00 15,977.00015,496.00014,427.00013,328.00012,582.000720.00 16,661.00016,458.00016,165.00016,021.00016,009.000735.00 17,106.00017,002.00016,909.00016,841.00016,760.000750.00 17,302.00017,275.00017,248.00017,208.00017,166.000765.00 17,487.00017,459.00017,425.00017,386.00017,344.000780.00 17,620.00017,598.00017,574.00017,547.00017,517.000795.00 17,675.00017,671.00017,665.00017,654.00017,639.000810.00 17,664.00017,671.00017,676.00017,678.00017,678.000825.00 17,598.00017,614.00017,630.00017,643.00017,655.000840.00 17,505.00017,525.00017,544.00017,563.00017,581.000855.00 17,416.00017,434.00017,453.00017,470.00017,487.000870.00 17,327.00017,344.00017,361.00017,379.00017,397.000885.00 17,249.00017,263.00017,275.00017,292.00017,309.000900.00 17,138.00017,161.00017,183.00017,206.00017,230.000915.00 16,996.00017,026.00017,056.00017,085.00017,113.000930.00 16,860.00016,877.00016,903.00016,934.00016,966.000945.00 16,537.00016,607.00016,700.00016,773.00016,826.000960.00 16,085.00016,071.00016,241.00016,401.00016,489.000975.00 15,892.00015,907.00015,901.00015,945.00016,098.000990.00 15,764.00015,797.00015,831.00015,854.00015,874.0001,005.00 15,599.00015,635.00015,670.00015,704.00015,735.0001,020.00 15,425.00015,466.00015,493.00015,527.00015,563.0001,035.00 15,094.00015,140.00015,208.00015,297.00015,368.0001,050.00 14,533.00014,557.00014,708.00014,868.00015,014.0001,065.00 14,405.00014,414.00014,452.00014,568.00014,609.0001,080.00 14,259.00014,294.00014,327.00014,357.00014,382.0001,095.00 14,085.00014,121.00014,156.00014,191.00014,225.0001,110.00 13,845.00013,922.00013,985.00014,029.00014,053.0001,125.00 13,470.00013,547.00013,597.00013,662.00013,751.0001,140.00 13,455.00013,401.00013,230.00013,187.00013,335.0001,155.00 12,897.00012,859.00013,016.00013,169.00013,318.0001,170.00 12,640.00012,624.00012,664.00012,790.00012,935.0001,185.00 12,510.00012,533.00012,549.00012,593.00012,646.0001,200.00 Page 142 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 12,345.00012,378.00012,410.00012,443.00012,476.0001,215.00 12,161.00012,198.00012,236.00012,273.00012,310.0001,230.00 11,971.00012,009.00012,047.00012,085.00012,123.0001,245.00 11,786.00011,825.00011,855.00011,905.00011,935.0001,260.00 11,424.00011,498.00011,575.00011,649.00011,712.0001,275.00 11,013.00011,136.00011,254.00011,325.00011,369.0001,290.00 10,871.00011,004.00011,128.00011,130.00011,011.0001,305.00 10,567.00010,701.00010,834.00010,786.00010,738.0001,320.00 10,399.00010,513.00010,528.00010,440.00010,452.0001,335.00 10,320.00010,321.00010,311.00010,351.00010,375.0001,350.00 10,201.00010,216.00010,233.00010,272.00010,323.0001,365.00 10,064.00010,092.00010,121.00010,152.00010,181.0001,380.00 9,912.0009,945.0009,977.00010,007.00010,036.0001,395.00 9,744.0009,778.0009,811.0009,845.0009,878.0001,410.00 9,573.0009,607.0009,641.0009,676.0009,710.0001,425.00 (N/A)(N/A)(N/A)(N/A)9,539.0001,440.00 Page 143 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 0.0000.0000.0000.0000.000375.00 0.0000.0000.0000.0000.000390.00 0.0000.0000.0000.0000.000405.00 0.0000.0000.0000.0000.000420.00 0.0000.0000.0000.0000.000435.00 0.0000.0000.0000.0000.000450.00 0.0000.0000.0000.0000.000465.00 0.0000.0000.0000.0000.000480.00 0.0000.0000.0000.0000.000495.00 2.0002.0001.0001.0001.000510.00 8.0006.0005.0004.0003.000525.00 18.00015.00013.00011.0009.000540.00 34.00030.00027.00023.00020.000555.00 55.00051.00046.00042.00037.000570.00 84.00078.00072.00066.00061.000585.00 Page 144 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 122.000114.000106.00098.00091.000600.00 171.000161.000150.000140.000131.000615.00 235.000221.000208.000195.000183.000630.00 321.000302.000284.000267.000251.000645.00 437.000411.000386.000363.000342.000660.00 595.000560.000526.000495.000465.000675.00 834.000767.000715.000671.000632.000690.00 2,965.0002,109.0001,516.0001,154.000945.000705.00 7,985.0007,264.0006,297.0005,182.0004,029.000720.00 9,491.0009,325.0009,110.0008,833.0008,476.000735.00 9,908.0009,860.0009,799.0009,720.0009,620.000750.00 10,042.00010,026.00010,005.0009,979.0009,947.000765.00 10,068.00010,069.00010,067.00010,062.00010,054.000780.00 10,038.00010,047.00010,055.00010,061.00010,066.000795.00 9,965.0009,983.0009,999.00010,013.00010,026.000810.00 9,858.0009,882.0009,905.0009,926.0009,947.000825.00 9,723.0009,751.0009,779.0009,806.0009,833.000840.00 9,574.0009,604.0009,634.0009,664.0009,693.000855.00 9,420.0009,451.0009,482.0009,513.0009,543.000870.00 9,261.0009,293.0009,325.0009,357.0009,388.000885.00 9,103.0009,134.0009,166.0009,197.0009,229.000900.00 8,944.0008,976.0009,008.0009,039.0009,071.000915.00 8,779.0008,812.0008,845.0008,878.0008,911.000930.00 8,606.0008,643.0008,678.0008,712.0008,745.000945.00 8,422.0008,457.0008,492.0008,529.0008,567.000960.00 8,260.0008,292.0008,323.0008,355.0008,388.000975.00 8,107.0008,138.0008,168.0008,199.0008,230.000990.00 7,954.0007,985.0008,016.0008,046.0008,077.0001,005.00 7,786.0007,822.0007,856.0007,889.0007,922.0001,020.00 7,581.0007,624.0007,667.0007,709.0007,748.0001,035.00 7,408.0007,438.0007,469.0007,502.0007,539.0001,050.00 7,266.0007,293.0007,321.0007,349.0007,378.0001,065.00 7,129.0007,156.0007,184.0007,211.0007,239.0001,080.00 6,980.0007,012.0007,042.0007,071.0007,100.0001,095.00 6,803.0006,841.0006,878.0006,914.0006,948.0001,110.00 6,570.0006,623.0006,672.0006,718.0006,762.0001,125.00 6,239.0006,312.0006,384.0006,451.0006,513.0001,140.00 5,871.0005,945.0006,018.0006,092.0006,165.0001,155.00 5,510.0005,578.0005,651.0005,724.0005,798.0001,170.00 5,229.0005,280.0005,332.0005,388.0005,447.0001,185.00 5,005.0005,047.0005,091.0005,135.0005,181.0001,200.00 Page 145 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F Return Event: 2 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 4,800.0004,841.0004,881.0004,922.0004,963.0001,215.00 4,604.0004,643.0004,682.0004,721.0004,760.0001,230.00 4,417.0004,453.0004,491.0004,528.0004,566.0001,245.00 4,239.0004,274.0004,309.0004,344.0004,380.0001,260.00 4,070.0004,103.0004,137.0004,171.0004,205.0001,275.00 3,915.0003,945.0003,975.0004,006.0004,038.0001,290.00 3,778.0003,804.0003,831.0003,858.0003,886.0001,305.00 3,658.0003,681.0003,704.0003,727.0003,752.0001,320.00 3,547.0003,569.0003,591.0003,613.0003,635.0001,335.00 3,437.0003,459.0003,481.0003,503.0003,525.0001,350.00 3,316.0003,342.0003,367.0003,390.0003,414.0001,365.00 3,169.0003,200.0003,230.0003,260.0003,289.0001,380.00 3,010.0003,042.0003,074.0003,106.0003,138.0001,395.00 2,836.0002,874.0002,911.0002,945.0002,978.0001,410.00 2,651.0002,686.0002,723.0002,760.0002,798.0001,425.00 (N/A)(N/A)(N/A)(N/A)2,616.0001,440.00 Page 146 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 0.0000.0000.0000.0000.000270.00 0.0000.0000.0000.0000.000285.00 0.0000.0000.0000.0000.000300.00 0.0000.0000.0000.0000.000315.00 0.0000.0000.0000.0000.000330.00 0.0000.0000.0000.0000.000345.00 0.0000.0000.0000.0000.000360.00 0.0000.0000.0000.0000.000375.00 1.0001.0000.0000.0000.000390.00 4.0003.0003.0002.0001.000405.00 11.00010.0008.0007.0005.000420.00 23.00020.00018.00016.00013.000435.00 40.00036.00033.00029.00026.000450.00 63.00058.00053.00049.00044.000465.00 91.00085.00079.00073.00068.000480.00 127.000119.000112.000104.00098.000495.00 170.000161.000152.000143.000134.000510.00 223.000212.000201.000190.000180.000525.00 288.000274.000261.000248.000235.000540.00 366.000350.000334.000318.000303.000555.00 455.000436.000418.000401.000383.000570.00 556.000535.000514.000494.000474.000585.00 Page 147 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 671.000647.000623.000600.000578.000600.00 801.000774.000748.000722.000696.000615.00 935.000908.000882.000855.000828.000630.00 1,076.0001,046.0001,017.000989.000962.000645.00 1,245.0001,208.0001,173.0001,139.0001,107.000660.00 1,590.0001,493.0001,410.0001,342.0001,288.000675.00 2,537.0002,231.0002,007.0001,838.0001,704.000690.00 7,307.0005,677.0004,471.0003,586.0002,963.000705.00 16,050.00015,187.00013,661.00011,566.0009,344.000720.00 17,597.00017,390.00017,173.00016,924.00016,575.000735.00 18,315.00018,220.00018,105.00017,963.00017,791.000750.00 18,758.00018,777.00018,616.00018,491.00018,397.000765.00 18,763.00018,761.00018,978.00018,978.00018,759.000780.00 18,989.00018,768.00018,766.00018,983.00018,982.000795.00 18,783.00018,779.00018,776.00018,773.00018,990.000810.00 18,682.00018,710.00018,547.00018,571.00018,787.000825.00 18,471.00018,505.00018,553.00018,426.00018,467.000840.00 18,412.00018,454.00018,508.00018,392.00018,437.000855.00 18,270.00018,333.00018,402.00018,313.00018,370.000870.00 18,268.00018,233.00018,189.00018,266.00018,343.000885.00 18,056.00018,076.00018,094.00018,090.00018,184.000900.00 17,807.00017,868.00017,929.00017,984.00018,026.000915.00 17,489.00017,558.00017,624.00017,687.00017,747.000930.00 17,156.00017,216.00017,279.00017,347.00017,419.000945.00 16,870.00016,927.00016,984.00017,041.00017,098.000960.00 16,600.00016,652.00016,704.00016,758.00016,814.000975.00 16,350.00016,399.00016,449.00016,499.00016,549.000990.00 16,104.00016,153.00016,203.00016,252.00016,301.0001,005.00 15,862.00015,909.00015,957.00016,006.00016,055.0001,020.00 15,621.00015,670.00015,719.00015,767.00015,814.0001,035.00 15,382.00015,428.00015,475.00015,523.00015,572.0001,050.00 15,177.00015,210.00015,249.00015,292.00015,337.0001,065.00 14,923.00014,998.00015,055.00015,111.00015,150.0001,080.00 14,635.00014,678.00014,745.00014,805.00014,850.0001,095.00 14,344.00014,411.00014,469.00014,511.00014,578.0001,110.00 14,015.00014,129.00014,177.00014,243.00014,299.0001,125.00 13,826.00013,920.00013,919.00013,909.00013,910.0001,140.00 13,426.00013,612.00013,662.00013,582.00013,639.0001,155.00 13,087.00013,128.00013,170.00013,355.00013,390.0001,170.00 12,661.00012,843.00012,906.00012,845.00012,904.0001,185.00 12,388.00012,412.00012,508.00012,596.00012,582.0001,200.00 Page 148 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F Return Event: 10 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 12,092.00012,169.00012,240.00012,301.00012,349.0001,215.00 11,691.00011,776.00011,858.00011,937.00012,015.0001,230.00 11,278.00011,353.00011,432.00011,516.00011,604.0001,245.00 10,937.00011,003.00011,069.00011,137.00011,206.0001,260.00 10,638.00010,695.00010,753.00010,812.00010,874.0001,275.00 10,365.00010,419.00010,473.00010,527.00010,582.0001,290.00 10,107.00010,158.00010,209.00010,261.00010,313.0001,305.00 9,855.0009,905.0009,956.00010,006.00010,056.0001,320.00 9,601.0009,652.0009,702.0009,753.0009,804.0001,335.00 9,356.0009,404.0009,453.0009,502.0009,551.0001,350.00 9,125.0009,170.0009,215.0009,261.0009,308.0001,365.00 8,908.0008,951.0008,994.0009,037.0009,081.0001,380.00 8,698.0008,739.0008,781.0008,823.0008,865.0001,395.00 8,485.0008,526.0008,569.0008,612.0008,656.0001,410.00 8,297.0008,333.0008,369.0008,407.0008,445.0001,425.00 (N/A)(N/A)(N/A)(N/A)8,263.0001,440.00 Page 149 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 0.0000.0000.0000.0000.0000.00 0.0000.0000.0000.0000.00015.00 0.0000.0000.0000.0000.00030.00 0.0000.0000.0000.0000.00045.00 0.0000.0000.0000.0000.00060.00 0.0000.0000.0000.0000.00075.00 0.0000.0000.0000.0000.00090.00 0.0000.0000.0000.0000.000105.00 0.0000.0000.0000.0000.000120.00 0.0000.0000.0000.0000.000135.00 0.0000.0000.0000.0000.000150.00 0.0000.0000.0000.0000.000165.00 0.0000.0000.0000.0000.000180.00 0.0000.0000.0000.0000.000195.00 0.0000.0000.0000.0000.000210.00 0.0000.0000.0000.0000.000225.00 0.0000.0000.0000.0000.000240.00 0.0000.0000.0000.0000.000255.00 3.0002.0002.0001.0001.000270.00 12.00010.0008.0006.0005.000285.00 27.00023.00020.00017.00014.000300.00 51.00046.00040.00036.00031.000315.00 85.00077.00070.00063.00057.000330.00 128.000119.000110.000101.00093.000345.00 183.000171.000160.000149.000138.000360.00 247.000233.000220.000207.000195.000375.00 323.000307.000291.000276.000261.000390.00 410.000392.000374.000356.000339.000405.00 508.000487.000467.000448.000429.000420.00 614.000592.000571.000549.000528.000435.00 727.000704.000681.000659.000636.000450.00 840.000819.000796.000773.000750.000465.00 940.000921.000901.000882.000861.000480.00 1,035.0001,016.000997.000978.000959.000495.00 1,136.0001,115.0001,094.0001,074.0001,054.000510.00 1,248.0001,224.0001,202.0001,179.0001,157.000525.00 1,374.0001,347.0001,322.0001,296.0001,272.000540.00 1,543.0001,500.0001,462.0001,430.0001,401.000555.00 1,825.0001,761.0001,701.0001,644.0001,591.000570.00 2,192.0002,112.0002,036.0001,962.0001,892.000585.00 Page 150 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 2,640.0002,544.0002,451.0002,361.0002,275.000600.00 3,169.0003,063.0002,952.0002,845.0002,741.000615.00 3,598.0003,516.0003,435.0003,352.0003,265.000630.00 4,045.0003,947.0003,855.0003,766.0003,681.000645.00 4,660.0004,515.0004,383.0004,262.0004,149.000660.00 6,016.0005,643.0005,319.0005,048.0004,831.000675.00 8,436.0007,797.0007,297.0006,865.0006,435.000690.00 20,286.00016,127.00013,045.00010,858.0009,379.000705.00 34,975.00034,941.00033,509.00030,035.00025,227.000720.00 36,422.00036,174.00035,726.00035,261.00034,940.000735.00 37,101.00036,972.00036,755.00036,541.00036,478.000750.00 37,687.00037,555.00037,426.00037,309.00037,203.000765.00 38,070.00038,019.00037,963.00037,894.00037,802.000780.00 38,253.00038,226.00038,195.00038,160.00038,118.000795.00 38,311.00038,307.00038,300.00038,290.00038,275.000810.00 38,283.00038,296.00038,305.00038,310.00038,312.000825.00 38,185.00038,208.00038,230.00038,250.00038,268.000840.00 38,043.00038,073.00038,103.00038,133.00038,161.000855.00 37,867.00037,906.00037,944.00037,980.00038,013.000870.00 37,644.00037,693.00037,740.00037,785.00037,827.000885.00 37,361.00037,426.00037,485.00037,540.00037,593.000900.00 37,063.00037,119.00037,174.00037,232.00037,295.000915.00 36,790.00036,844.00036,898.00036,952.00037,007.000930.00 36,569.00036,586.00036,625.00036,678.00036,734.000945.00 35,942.00036,054.00036,210.00036,385.00036,522.000960.00 35,151.00035,126.00035,101.00035,420.00035,741.000975.00 34,647.00034,707.00034,744.00034,719.00034,834.000990.00 34,177.00034,255.00034,343.00034,443.00034,550.0001,005.00 33,839.00033,903.00033,969.00034,037.00034,105.0001,020.00 33,559.00033,616.00033,654.00033,711.00033,774.0001,035.00 32,811.00033,000.00033,110.00033,260.00033,426.0001,050.00 32,026.00031,869.00031,921.00032,215.00032,512.0001,065.00 31,403.00031,440.00031,481.00031,650.00031,942.0001,080.00 31,046.00031,111.00031,186.00031,269.00031,348.0001,095.00 30,743.00030,803.00030,864.00030,925.00030,985.0001,110.00 30,337.00030,488.00030,608.00030,659.00030,691.0001,125.00 29,525.00029,802.00029,975.00030,073.00030,201.0001,140.00 29,492.00029,768.00029,724.00029,326.00029,249.0001,155.00 28,803.00028,737.00028,671.00028,943.00029,216.0001,170.00 28,223.00028,209.00028,170.00028,263.00028,532.0001,185.00 27,657.00027,750.00027,844.00027,931.00028,104.0001,200.00 Page 151 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Return Event: 100 yearsSubsection: Time vs. Volume Time vs. Volume (ft³) Output Time increment = 3.00 min Time on left represents time for first value in each row. Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Volume (ft³) Time (min) 27,230.00027,308.00027,389.00027,474.00027,564.0001,215.00 26,868.00026,937.00027,008.00027,080.00027,154.0001,230.00 26,533.00026,597.00026,663.00026,731.00026,799.0001,245.00 26,214.00026,283.00026,362.00026,424.00026,473.0001,260.00 25,575.00025,702.00025,834.00025,973.00026,114.0001,275.00 24,799.00024,803.00025,053.00025,304.00025,471.0001,290.00 24,292.00024,539.00024,787.00025,037.00025,041.0001,305.00 23,734.00023,978.00024,223.00024,470.00024,381.0001,320.00 23,563.00023,621.00023,864.00023,896.00023,709.0001,335.00 23,441.00023,435.00023,436.00023,413.00023,507.0001,350.00 22,907.00022,996.00023,084.00023,165.00023,324.0001,365.00 22,477.00022,554.00022,635.00022,721.00022,813.0001,380.00 22,115.00022,184.00022,254.00022,327.00022,402.0001,395.00 21,792.00021,856.00021,920.00021,983.00022,048.0001,410.00 21,483.00021,543.00021,604.00021,666.00021,728.0001,425.00 (N/A)(N/A)(N/A)(N/A)21,424.0001,440.00 Page 152 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 0.000826.74 226.930826.82 453.870826.91 680.800826.99 907.730827.07 1,134.670827.16 1,361.600827.24 1,588.530827.32 1,815.470827.41 2,042.400827.49 2,269.330827.57 2,496.270827.66 2,723.200827.74 3,161.270827.82 3,597.320827.91 4,032.090827.99 4,465.580828.07 4,897.670828.16 5,328.410828.24 5,757.660828.32 6,185.390828.41 6,611.510828.49 7,035.910828.57 7,458.530828.66 7,879.280828.74 8,298.060828.82 8,714.770828.91 9,129.310828.99 9,541.620829.07 9,951.400829.16 10,358.690829.24 10,763.360829.32 11,165.230829.41 11,564.130829.49 11,959.920829.57 12,352.460829.66 12,741.580829.74 13,127.110829.82 13,508.850829.91 13,886.620829.99 14,260.200830.07 14,629.290830.16 14,993.660830.24 Page 153 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 15,353.050830.32 15,707.040830.41 16,055.370830.49 16,397.490830.57 16,733.020830.66 17,061.270830.74 17,381.490830.82 17,692.710830.91 17,993.650830.99 18,281.490831.07 18,549.230831.16 18,800.270831.24 19,044.770831.32 19,283.280831.41 19,513.600831.49 19,740.530831.57 19,967.470831.66 20,194.400831.74 20,421.330831.82 20,648.270831.91 20,875.200831.99 21,102.130832.07 21,329.070832.16 21,556.000832.24 21,782.930832.32 22,009.870832.41 22,236.800832.49 Page 154 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 0.000826.50 0.000826.60 188.070826.68 376.130826.77 564.200826.85 752.270826.93 940.330827.02 1,128.400827.10 1,316.470827.18 1,504.530827.27 1,692.600827.35 1,880.670827.43 2,068.730827.52 2,256.800827.60 2,616.010827.68 2,973.630827.77 3,330.200827.85 3,685.750827.93 4,040.170828.02 4,393.490828.10 4,745.620828.18 5,096.520828.27 5,446.110828.35 5,794.320828.43 6,141.080828.52 6,486.340828.60 6,830.010828.68 7,172.000828.77 7,512.240828.85 7,850.680828.93 8,187.080829.02 8,521.450829.10 8,853.710829.18 9,183.710829.27 9,511.300829.35 9,836.390829.43 10,158.840829.52 10,478.510829.60 10,795.290829.68 11,108.990829.77 11,419.480829.85 11,726.580829.93 12,030.040830.02 Page 155 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 12,329.680830.10 12,625.270830.18 12,916.500830.27 13,203.130830.35 13,484.740830.43 13,761.000830.52 14,031.350830.60 14,295.200830.68 14,551.740830.77 14,799.940830.85 15,037.480830.93 15,258.690831.02 15,466.320831.10 15,668.640831.18 15,866.110831.27 16,056.930831.35 16,244.990831.43 16,433.060831.52 16,621.130831.60 16,809.190831.68 16,997.260831.77 17,185.330831.85 17,373.390831.93 17,561.460832.02 17,749.530832.10 17,937.590832.18 18,125.660832.27 18,313.730832.35 Page 156 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 0.000826.29 174.500826.37 349.000826.46 523.500826.54 698.000826.62 872.500826.71 1,047.000826.79 1,221.500826.87 1,396.000826.96 1,570.500827.04 1,745.000827.12 1,919.500827.21 2,094.000827.29 2,436.820827.37 2,778.120827.46 3,118.400827.54 3,457.660827.62 3,795.830827.71 4,132.910827.79 4,468.820827.87 4,803.530827.96 5,136.960828.04 5,469.020828.12 5,799.680828.21 6,128.850828.29 6,456.480828.37 6,782.450828.46 7,106.700828.54 7,429.190828.62 7,749.670828.71 8,068.170828.79 8,384.600828.87 8,698.800828.96 9,010.640829.04 9,320.010829.12 9,626.800829.21 9,930.860829.29 10,232.070829.37 10,530.270829.46 10,825.310829.54 11,117.010829.62 11,405.130829.71 11,689.500829.79 Page 157 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 11,969.900829.87 12,246.000829.96 12,517.580830.04 12,784.210830.12 13,045.590830.21 13,301.160830.29 13,550.320830.37 13,792.290830.46 14,026.040830.54 14,249.300830.62 14,456.450830.71 14,650.210830.79 14,838.740830.87 15,022.490830.96 15,199.710831.04 15,374.210831.12 15,548.710831.21 15,723.210831.29 15,897.710831.37 16,072.210831.46 16,246.710831.54 16,421.210831.62 16,595.710831.71 16,770.210831.79 16,944.710831.87 17,119.210831.96 17,293.710832.04 Page 158 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 0.000829.51 280.300829.59 560.600829.68 840.900829.76 1,121.200829.84 1,401.500829.93 1,681.800830.01 1,962.100830.09 2,242.400830.18 2,522.700830.26 2,803.000830.34 3,083.300830.43 3,363.600830.51 3,935.270830.59 4,505.750830.68 5,073.420830.76 5,638.030830.84 6,199.730830.93 6,757.880831.01 7,312.070831.09 7,862.310831.18 8,407.920831.26 8,948.920831.34 9,484.510831.43 10,014.700831.51 10,539.860831.59 11,058.130831.68 11,569.810831.76 12,074.450831.84 12,571.530831.93 13,060.700832.01 13,542.260832.09 14,014.500832.18 14,473.660832.26 14,921.030832.34 15,357.160832.43 15,779.290832.51 16,185.080832.59 16,571.210832.68 16,931.230832.76 17,248.750832.84 17,550.550832.93 17,838.110833.01 Page 159 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 18,118.410833.09 18,398.710833.18 18,679.010833.26 18,959.310833.34 19,239.610833.43 19,519.910833.51 19,800.210833.59 20,080.510833.68 20,360.810833.76 20,641.110833.84 20,921.410833.93 21,201.710834.01 Page 160 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 0.000829.36 235.200829.44 470.400829.53 705.600829.61 940.800829.69 1,176.000829.78 1,411.200829.86 1,646.400829.94 1,881.600830.03 2,116.800830.11 2,352.000830.19 2,587.200830.28 2,822.400830.36 3,293.340830.44 3,763.330830.53 4,231.040830.61 4,696.270830.69 5,159.140830.78 5,619.150830.86 6,075.960830.94 6,529.560831.03 6,979.420831.11 7,425.550831.19 7,867.300831.28 8,304.680831.36 8,738.000831.44 9,165.740831.53 9,588.150831.61 10,004.860831.69 10,415.450831.78 10,819.650831.86 11,217.690831.94 11,608.190832.03 11,988.100832.11 12,358.470832.19 12,719.750832.28 13,069.710832.36 13,406.440832.44 13,727.260832.53 14,026.970832.61 14,292.280832.69 14,544.880832.78 14,785.950832.86 Page 161 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 15,021.150832.94 15,256.350833.03 15,491.550833.11 15,726.750833.19 15,961.950833.28 16,197.150833.36 16,432.350833.44 16,667.550833.53 16,902.750833.61 17,137.950833.69 17,373.150833.78 17,608.350833.86 17,843.550833.94 18,078.750834.03 18,313.950834.11 Page 162 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 0.000829.23 496.670829.31 993.330829.40 1,490.000829.48 1,986.670829.56 2,483.330829.65 2,980.000829.73 3,476.670829.81 3,973.330829.90 4,470.000829.98 4,966.670830.06 5,463.330830.15 5,960.000830.23 6,971.860830.31 7,981.620830.40 8,986.410830.48 9,985.790830.56 10,980.020830.65 11,967.970830.73 12,948.930830.81 13,922.900830.90 14,888.680830.98 15,846.310831.06 16,794.380831.15 17,732.890831.23 18,662.510831.31 19,579.960831.40 20,485.760831.48 21,379.090831.56 22,259.070831.65 23,125.050831.73 23,977.590831.81 24,813.640831.90 25,626.570831.98 26,418.640832.06 27,190.830832.15 27,938.290832.23 28,656.840832.31 29,340.630832.40 29,978.260832.48 30,540.730832.56 31,075.420832.65 31,584.930832.73 Page 163 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F Return Event: 2 yearsSubsection: Elevation vs. Volume Curve Elevation-Volume Pond Volume (ft³) Pond Elevation (ft) 32,081.590832.81 32,578.260832.90 33,074.930832.98 33,571.590833.06 34,068.260833.15 34,564.930833.23 35,061.590833.31 35,558.260833.40 36,054.930833.48 36,551.590833.56 37,048.260833.65 37,544.930833.73 38,041.590833.81 38,538.260833.90 39,034.930833.98 Page 164 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft826.74Minimum (Headwater) ft0.50Increment (Headwater) ft832.49Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 832.49826.74TWForward + Reverse 48in ABCulvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 165 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: 48in AB Structure Type: Culvert-Circular 1Number of Barrels in48.0Diameter ft98.00Length ft98.00Length (Computed Barrel) ft/ft0.000Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.005Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 1.095T1 ratio (HW/D) 1.197T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft831.12T1 Elevation ft³/s87.96T1 Flow ft831.53T2 Elevation ft³/s100.53T2 Flow Page 166 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.500.00826.74 0.00826.500.27827.00 0.00826.501.14827.24 0.00826.502.82827.50 0.00826.505.03827.74 0.00826.508.11828.00 0.00826.5011.53828.24 0.00826.5015.83828.50 0.00826.5020.29828.74 0.00826.5025.64829.00 0.00826.5030.96829.24 0.00826.5037.13829.50 0.00826.5043.14829.74 0.00826.5049.89830.00 0.00826.5056.36830.24 0.00826.5063.51830.50 0.00826.5070.17830.74 0.00826.5077.40831.00 0.00826.5084.04831.24 0.00826.5091.01831.50 0.00826.5097.26831.74 0.00826.50103.62832.00 0.00826.50108.98832.24 0.00826.50111.36832.35 0.00826.50114.44832.49 Contributing Structures None Contributing 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 167 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 168 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.700.00826.74 0.00826.700.27827.00 0.00826.701.14827.24 0.00826.702.82827.50 0.00826.705.03827.74 0.00826.708.11828.00 0.00826.7011.53828.24 0.00826.7015.83828.50 0.00826.7020.29828.74 0.00826.7025.64829.00 0.00826.7030.96829.24 0.00826.7037.13829.50 0.00826.7043.14829.74 0.00826.7049.89830.00 0.00826.7056.36830.24 0.00826.7063.51830.50 0.00826.7070.17830.74 0.00826.7077.40831.00 0.00826.7084.04831.24 0.00826.7091.01831.50 0.00826.7097.26831.74 0.00826.70103.62832.00 0.00826.70108.98832.24 0.00826.70111.36832.35 0.00826.70114.44832.49 Contributing Structures None Contributing 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 169 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 170 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.740.00826.74 0.00826.740.27827.00 0.00826.741.14827.24 0.00826.742.82827.50 0.00826.745.03827.74 0.00826.748.11828.00 0.00826.7411.53828.24 0.00826.7415.83828.50 0.00826.7420.29828.74 0.00826.7425.64829.00 0.00826.7430.96829.24 0.00826.7437.13829.50 0.00826.7443.14829.74 0.00826.7449.89830.00 0.00826.7456.36830.24 0.00826.7463.51830.50 0.00826.7470.17830.74 0.00826.7477.40831.00 0.00826.7484.04831.24 0.00826.7491.01831.50 0.00826.7497.26831.74 0.00826.74103.62832.00 0.00826.74108.98832.24 0.00826.74111.36832.35 0.00826.74114.44832.49 Contributing Structures None Contributing 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 171 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 172 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00827.00-0.25826.74 0.00827.000.00827.00 0.00827.001.14827.24 0.00827.002.82827.50 0.00827.005.03827.74 0.00827.008.11828.00 0.00827.0011.53828.24 0.00827.0015.83828.50 0.00827.0020.29828.74 0.00827.0025.64829.00 0.00827.0030.96829.24 0.00827.0037.13829.50 0.00827.0043.14829.74 0.00827.0049.89830.00 0.00827.0056.36830.24 0.00827.0063.51830.50 0.00827.0070.17830.74 0.00827.0077.40831.00 0.00827.0084.04831.24 0.00827.0091.01831.50 0.00827.0097.26831.74 0.00827.00103.62832.00 0.00827.00108.98832.24 0.00827.00111.36832.35 0.00827.00114.44832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 173 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 174 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00827.50-2.73826.74 0.00827.50-2.73827.00 0.00827.50-2.73827.24 0.00827.500.00827.50 0.00827.504.85827.74 0.00827.508.11828.00 0.00827.5011.53828.24 0.00827.5015.83828.50 0.00827.5020.29828.74 0.00827.5025.64829.00 0.00827.5030.96829.24 0.00827.5037.13829.50 0.00827.5043.14829.74 0.00827.5049.89830.00 0.00827.5056.36830.24 0.00827.5063.51830.50 0.00827.5070.17830.74 0.00827.5077.40831.00 0.00827.5084.04831.24 0.00827.5091.01831.50 0.00827.5097.26831.74 0.00827.50103.62832.00 0.00827.50108.98832.24 0.00827.50111.36832.35 0.00827.50114.44832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 175 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 176 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00828.00-7.94826.74 0.00828.00-7.94827.00 0.00828.00-7.94827.24 0.00828.00-7.94827.50 0.00828.00-7.51827.74 0.00828.000.00828.00 0.00828.0010.23828.24 0.00828.0015.68828.50 0.00828.0020.29828.74 0.00828.0025.64829.00 0.00828.0030.96829.24 0.00828.0037.13829.50 0.00828.0043.14829.74 0.00828.0049.89830.00 0.00828.0056.36830.24 0.00828.0063.51830.50 0.00828.0070.17830.74 0.00828.0077.40831.00 0.00828.0084.04831.24 0.00828.0091.01831.50 0.00828.0097.26831.74 0.00828.00103.62832.00 0.00828.00108.98832.24 0.00828.00111.36832.35 0.00828.00114.44832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 177 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 178 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00828.50-15.57826.74 0.00828.50-15.57827.00 0.00828.50-15.57827.24 0.00828.50-15.57827.50 0.00828.50-15.57827.74 0.00828.50-15.45828.00 0.00828.50-13.59828.24 0.00828.500.00828.50 0.00828.5016.57828.74 0.00828.5024.53829.00 0.00828.5030.75829.24 0.00828.5037.13829.50 0.00828.5043.14829.74 0.00828.5049.89830.00 0.00828.5056.36830.24 0.00828.5063.51830.50 0.00828.5070.17830.74 0.00828.5077.40831.00 0.00828.5084.04831.24 0.00828.5091.01831.50 0.00828.5097.26831.74 0.00828.50103.62832.00 0.00828.50108.98832.24 0.00828.50111.36832.35 0.00828.50114.44832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 179 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 180 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.00-25.30826.74 0.00829.00-25.30827.00 0.00829.00-25.30827.24 0.00829.00-25.30827.50 0.00829.00-25.30827.74 0.00829.00-25.30828.00 0.00829.00-25.32828.24 0.00829.00-24.27828.50 0.00829.00-20.31828.74 0.00829.000.00829.00 0.00829.0023.11829.24 0.00829.0033.81829.50 0.00829.0041.80829.74 0.00829.0049.61830.00 0.00829.0056.36830.24 0.00829.0063.51830.50 0.00829.0070.17830.74 0.00829.0077.40831.00 0.00829.0084.04831.24 0.00829.0091.01831.50 0.00829.0097.26831.74 0.00829.00103.62832.00 0.00829.00108.98832.24 0.00829.00111.36832.35 0.00829.00114.44832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 181 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 182 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.50-36.72826.74 0.00829.50-36.72827.00 0.00829.50-36.72827.24 0.00829.50-36.72827.50 0.00829.50-36.72827.74 0.00829.50-36.72828.00 0.00829.50-36.72828.24 0.00829.50-36.72828.50 0.00829.50-36.29828.74 0.00829.50-33.57829.00 0.00829.50-27.08829.24 0.00829.500.00829.50 0.00829.5029.43829.74 0.00829.5042.77830.00 0.00829.5052.50830.24 0.00829.5061.69830.50 0.00829.5069.42830.74 0.00829.5077.23831.00 0.00829.5084.04831.24 0.00829.5091.01831.50 0.00829.5097.26831.74 0.00829.50103.62832.00 0.00829.50108.98832.24 0.00829.50111.36832.35 0.00829.50114.44832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 183 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 184 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.00-49.45826.74 0.00830.00-49.45827.00 0.00830.00-49.45827.24 0.00830.00-49.45827.50 0.00830.00-49.45827.74 0.00830.00-49.45828.00 0.00830.00-49.45828.24 0.00830.00-49.45828.50 0.00830.00-49.45828.74 0.00830.00-49.21829.00 0.00830.00-47.40829.24 0.00830.00-42.49829.50 0.00830.00-33.28829.74 0.00830.000.00830.00 0.00830.0034.83830.24 0.00830.0050.45830.50 0.00830.0061.71830.74 0.00830.0072.04831.00 0.00830.0080.55831.24 0.00830.0088.96831.50 0.00830.0096.02831.74 0.00830.00102.96832.00 0.00830.00108.69832.24 0.00830.00111.22832.35 0.00830.00114.38832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 185 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 186 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.50-62.99826.74 0.00830.50-62.99827.00 0.00830.50-62.99827.24 0.00830.50-62.99827.50 0.00830.50-62.99827.74 0.00830.50-62.99828.00 0.00830.50-62.99828.24 0.00830.50-62.99828.50 0.00830.50-62.99828.74 0.00830.50-62.99829.00 0.00830.50-62.85829.24 0.00830.50-61.32829.50 0.00830.50-57.60829.74 0.00830.50-50.16830.00 0.00830.50-38.15830.24 0.00830.500.00830.50 0.00830.5038.23830.74 0.00830.5055.29831.00 0.00830.5067.13831.24 0.00830.5077.77831.50 0.00830.5086.32831.74 0.00830.5094.73832.00 0.00830.50101.96832.24 0.00830.50105.08832.35 0.00830.50108.90832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 187 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 188 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.00-76.77826.74 0.00831.00-76.77827.00 0.00831.00-76.77827.24 0.00831.00-76.77827.50 0.00831.00-76.77827.74 0.00831.00-76.77828.00 0.00831.00-76.77828.24 0.00831.00-76.77828.50 0.00831.00-76.77828.74 0.00831.00-76.77829.00 0.00831.00-76.77829.24 0.00831.00-76.68829.50 0.00831.00-75.34829.74 0.00831.00-71.62830.00 0.00831.00-65.61830.24 0.00831.00-55.12830.50 0.00831.00-39.67830.74 0.00831.000.00831.00 0.00831.0038.13831.24 0.00831.0054.90831.50 0.00831.0066.87831.74 0.00831.0077.73832.00 0.00831.0086.55832.24 0.00831.0090.30832.35 0.00831.0094.83832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 189 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 190 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.50-90.27826.74 0.00831.50-90.27827.00 0.00831.50-90.27827.24 0.00831.50-90.27827.50 0.00831.50-90.27827.74 0.00831.50-90.27828.00 0.00831.50-90.27828.24 0.00831.50-90.27828.50 0.00831.50-90.27828.74 0.00831.50-90.27829.00 0.00831.50-90.27829.24 0.00831.50-90.27829.50 0.00831.50-90.12829.74 0.00831.50-88.41830.00 0.00831.50-84.69830.24 0.00831.50-77.39830.50 0.00831.50-67.71830.74 0.00831.50-54.93831.00 0.00831.50-39.67831.24 0.00831.500.00831.50 0.00831.5038.08831.74 0.00831.5054.94832.00 0.00831.5066.87832.24 0.00831.5071.68832.35 0.00831.5077.31832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 191 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 192 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.00-102.52826.74 0.00832.00-102.52827.00 0.00832.00-102.52827.24 0.00832.00-102.52827.50 0.00832.00-102.52827.74 0.00832.00-102.52828.00 0.00832.00-102.52828.24 0.00832.00-102.52828.50 0.00832.00-102.52828.74 0.00832.00-102.52829.00 0.00832.00-102.52829.24 0.00832.00-102.52829.50 0.00832.00-102.52829.74 0.00832.00-102.00830.00 0.00832.00-99.56830.24 0.00832.00-94.41830.50 0.00832.00-87.26830.74 0.00832.00-77.72831.00 0.00832.00-67.71831.24 0.00832.00-54.93831.50 0.00832.00-39.67831.74 0.00832.000.00832.00 0.00832.0038.11832.24 0.00832.0045.97832.35 0.00832.0054.36832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 193 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 194 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.35-110.34826.74 0.00832.35-110.34827.00 0.00832.35-110.34827.24 0.00832.35-110.34827.50 0.00832.35-110.34827.74 0.00832.35-110.34828.00 0.00832.35-110.34828.24 0.00832.35-110.34828.50 0.00832.35-110.34828.74 0.00832.35-110.34829.00 0.00832.35-110.34829.24 0.00832.35-110.34829.50 0.00832.35-110.34829.74 0.00832.35-110.29830.00 0.00832.35-108.77830.24 0.00832.35-104.71830.50 0.00832.35-98.61830.74 0.00832.35-90.31831.00 0.00832.35-81.87831.24 0.00832.35-71.62831.50 0.00832.35-60.65831.74 0.00832.35-45.97832.00 0.00832.35-25.75832.24 0.00832.350.00832.35 0.00832.3529.09832.49 Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 195 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: AB Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB 48in AB Page 196 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft826.60Minimum (Headwater) ft0.50Increment (Headwater) ft832.35Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 832.35826.50TWForward + Reverse 48in BCCulvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 197 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: 48in BC Structure Type: Culvert-Circular 1Number of Barrels in48.0Diameter ft274.00Length ft274.00Length (Computed Barrel) ft/ft0.000Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.005Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 1.095T1 ratio (HW/D) 1.197T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft830.88T1 Elevation ft³/s87.96T1 Flow ft831.29T2 Elevation ft³/s100.53T2 Flow Page 198 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.290.00826.50 0.00826.290.30826.79 0.00826.290.98827.00 0.00826.292.64827.29 0.00826.294.36827.50 0.00826.297.45827.79 0.00826.2910.18828.00 0.00826.2914.58828.29 0.00826.2918.15828.50 0.00826.2923.61828.79 0.00826.2927.87829.00 0.00826.2934.21829.29 0.00826.2938.99829.50 0.00826.2945.83829.79 0.00826.2950.93830.00 0.00826.2958.00830.29 0.00826.2963.14830.50 0.00826.2970.06830.79 0.00826.2974.87831.00 0.00826.2980.87831.29 0.00826.2984.72831.50 0.00826.2989.90831.79 0.00826.2993.54832.00 0.00826.2994.24832.04 0.00826.2999.42832.35 Contributing Structures None Contributing 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 199 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 200 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.390.00826.50 0.00826.390.30826.79 0.00826.390.98827.00 0.00826.392.64827.29 0.00826.394.36827.50 0.00826.397.45827.79 0.00826.3910.18828.00 0.00826.3914.58828.29 0.00826.3918.15828.50 0.00826.3923.61828.79 0.00826.3927.87829.00 0.00826.3934.21829.29 0.00826.3938.99829.50 0.00826.3945.83829.79 0.00826.3950.93830.00 0.00826.3958.00830.29 0.00826.3963.14830.50 0.00826.3970.06830.79 0.00826.3974.87831.00 0.00826.3980.87831.29 0.00826.3984.72831.50 0.00826.3989.90831.79 0.00826.3993.54832.00 0.00826.3994.24832.04 0.00826.3999.42832.35 Contributing Structures None Contributing 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 201 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 202 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.500.00826.50 0.00826.500.30826.79 0.00826.500.98827.00 0.00826.502.64827.29 0.00826.504.36827.50 0.00826.507.45827.79 0.00826.5010.18828.00 0.00826.5014.58828.29 0.00826.5018.15828.50 0.00826.5023.61828.79 0.00826.5027.87829.00 0.00826.5034.21829.29 0.00826.5038.99829.50 0.00826.5045.83829.79 0.00826.5050.93830.00 0.00826.5058.00830.29 0.00826.5063.14830.50 0.00826.5070.06830.79 0.00826.5074.87831.00 0.00826.5080.87831.29 0.00826.5084.72831.50 0.00826.5089.90831.79 0.00826.5093.54832.00 0.00826.5094.24832.04 0.00826.5099.42832.35 Contributing Structures None Contributing 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 203 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 204 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00826.79-0.26826.50 0.00826.790.00826.79 0.00826.790.95827.00 0.00826.792.64827.29 0.00826.794.36827.50 0.00826.797.45827.79 0.00826.7910.18828.00 0.00826.7914.58828.29 0.00826.7918.15828.50 0.00826.7923.61828.79 0.00826.7927.87829.00 0.00826.7934.21829.29 0.00826.7938.99829.50 0.00826.7945.83829.79 0.00826.7950.93830.00 0.00826.7958.00830.29 0.00826.7963.14830.50 0.00826.7970.06830.79 0.00826.7974.87831.00 0.00826.7980.87831.29 0.00826.7984.72831.50 0.00826.7989.90831.79 0.00826.7993.54832.00 0.00826.7994.24832.04 0.00826.7999.42832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 205 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 206 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00827.29-2.46826.50 0.00827.29-2.46826.79 0.00827.29-2.44827.00 0.00827.290.00827.29 0.00827.293.90827.50 0.00827.297.41827.79 0.00827.2910.18828.00 0.00827.2914.58828.29 0.00827.2918.15828.50 0.00827.2923.61828.79 0.00827.2927.87829.00 0.00827.2934.21829.29 0.00827.2938.99829.50 0.00827.2945.83829.79 0.00827.2950.93830.00 0.00827.2958.00830.29 0.00827.2963.14830.50 0.00827.2970.06830.79 0.00827.2974.87831.00 0.00827.2980.87831.29 0.00827.2984.72831.50 0.00827.2989.90831.79 0.00827.2993.54832.00 0.00827.2994.24832.04 0.00827.2999.42832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 207 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 208 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00827.79-7.10826.50 0.00827.79-7.10826.79 0.00827.79-7.10827.00 0.00827.79-7.10827.29 0.00827.79-6.65827.50 0.00827.790.00827.79 0.00827.798.27828.00 0.00827.7914.08828.29 0.00827.7918.03828.50 0.00827.7923.61828.79 0.00827.7927.87829.00 0.00827.7934.21829.29 0.00827.7938.99829.50 0.00827.7945.83829.79 0.00827.7950.93830.00 0.00827.7958.00830.29 0.00827.7963.14830.50 0.00827.7970.06830.79 0.00827.7974.87831.00 0.00827.7980.87831.29 0.00827.7984.72831.50 0.00827.7989.90831.79 0.00827.7993.54832.00 0.00827.7994.24832.04 0.00827.7999.42832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 209 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 210 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00828.29-14.02826.50 0.00828.29-14.02826.79 0.00828.29-14.02827.00 0.00828.29-14.02827.29 0.00828.29-14.02827.50 0.00828.29-13.69827.79 0.00828.29-12.11828.00 0.00828.290.00828.29 0.00828.2913.37828.50 0.00828.2921.81828.79 0.00828.2927.10829.00 0.00828.2934.04829.29 0.00828.2938.99829.50 0.00828.2945.83829.79 0.00828.2950.93830.00 0.00828.2958.00830.29 0.00828.2963.14830.50 0.00828.2970.06830.79 0.00828.2974.87831.00 0.00828.2980.87831.29 0.00828.2984.72831.50 0.00828.2989.90831.79 0.00828.2993.54832.00 0.00828.2994.24832.04 0.00828.2999.42832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 211 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 212 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00828.79-22.84826.50 0.00828.79-22.84826.79 0.00828.79-22.84827.00 0.00828.79-22.84827.29 0.00828.79-22.84827.50 0.00828.79-22.84827.79 0.00828.79-22.79828.00 0.00828.79-21.36828.29 0.00828.79-18.22828.50 0.00828.790.00828.79 0.00828.7918.77829.00 0.00828.7929.89829.29 0.00828.7936.50829.50 0.00828.7944.80829.79 0.00828.7950.47830.00 0.00828.7957.97830.29 0.00828.7963.14830.50 0.00828.7970.06830.79 0.00828.7974.87831.00 0.00828.7980.87831.29 0.00828.7984.72831.50 0.00828.7989.90831.79 0.00828.7993.54832.00 0.00828.7994.24832.04 0.00828.7999.42832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 213 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 214 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.29-33.24826.50 0.00829.29-33.24826.79 0.00829.29-33.24827.00 0.00829.29-33.24827.29 0.00829.29-33.24827.50 0.00829.29-33.24827.79 0.00829.29-33.24828.00 0.00829.29-33.19828.29 0.00829.29-32.52828.50 0.00829.29-29.37828.79 0.00829.29-24.41829.00 0.00829.290.00829.29 0.00829.2923.79829.50 0.00829.2937.44829.79 0.00829.2945.26830.00 0.00829.2954.78830.29 0.00829.2961.03830.50 0.00829.2968.97830.79 0.00829.2974.24831.00 0.00829.2980.63831.29 0.00829.2984.64831.50 0.00829.2989.90831.79 0.00829.2993.54832.00 0.00829.2994.24832.04 0.00829.2999.42832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 215 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 216 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.79-44.73826.50 0.00829.79-44.73826.79 0.00829.79-44.73827.00 0.00829.79-44.73827.29 0.00829.79-44.73827.50 0.00829.79-44.73827.79 0.00829.79-44.73828.00 0.00829.79-44.73828.29 0.00829.79-44.73828.50 0.00829.79-43.96828.79 0.00829.79-42.15829.00 0.00829.79-36.91829.29 0.00829.79-29.95829.50 0.00829.790.00829.79 0.00829.7927.97830.00 0.00829.7943.50830.29 0.00829.7952.15830.50 0.00829.7962.26830.79 0.00829.7968.60831.00 0.00829.7975.91831.29 0.00829.7980.75831.50 0.00829.7986.99831.79 0.00829.7991.26832.00 0.00829.7992.06832.04 0.00829.7997.96832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 217 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 218 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.29-56.65826.50 0.00830.29-56.65826.79 0.00830.29-56.65827.00 0.00830.29-56.65827.29 0.00830.29-56.65827.50 0.00830.29-56.65827.79 0.00830.29-56.65828.00 0.00830.29-56.65828.29 0.00830.29-56.65828.50 0.00830.29-56.65828.79 0.00830.29-56.22829.00 0.00830.29-53.93829.29 0.00830.29-50.64829.50 0.00830.29-43.01829.79 0.00830.29-33.95830.00 0.00830.290.00830.29 0.00830.2929.80830.50 0.00830.2945.18830.79 0.00830.2953.52831.00 0.00830.2963.30831.29 0.00830.2969.55831.50 0.00830.2977.37831.79 0.00830.2982.56832.00 0.00830.2983.49832.04 0.00830.2990.57832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 219 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 220 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.79-68.38826.50 0.00830.79-68.38826.79 0.00830.79-68.38827.00 0.00830.79-68.38827.29 0.00830.79-68.38827.50 0.00830.79-68.38827.79 0.00830.79-68.38828.00 0.00830.79-68.38828.29 0.00830.79-68.38828.50 0.00830.79-68.38828.79 0.00830.79-68.38829.00 0.00830.79-67.62829.29 0.00830.79-65.85829.50 0.00830.79-61.32829.79 0.00830.79-55.98830.00 0.00830.79-45.01830.29 0.00830.79-33.95830.50 0.00830.790.00830.79 0.00830.7929.00831.00 0.00830.7944.68831.29 0.00830.7953.19831.50 0.00830.7963.11831.79 0.00830.7969.44832.00 0.00830.7970.56832.04 0.00830.7978.85832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 221 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 222 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.29-78.56826.50 0.00831.29-78.56826.79 0.00831.29-78.56827.00 0.00831.29-78.56827.29 0.00831.29-78.56827.50 0.00831.29-78.56827.79 0.00831.29-78.56828.00 0.00831.29-78.56828.29 0.00831.29-78.56828.50 0.00831.29-78.56828.79 0.00831.29-78.56829.00 0.00831.29-78.49829.29 0.00831.29-77.58829.50 0.00831.29-74.53829.79 0.00831.29-70.76830.00 0.00831.29-63.18830.29 0.00831.29-56.12830.50 0.00831.29-44.63830.79 0.00831.29-33.95831.00 0.00831.290.00831.29 0.00831.2928.89831.50 0.00831.2944.63831.79 0.00831.2953.18832.00 0.00831.2954.70832.04 0.00831.2965.01832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 223 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 224 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.79-87.74826.50 0.00831.79-87.74826.79 0.00831.79-87.74827.00 0.00831.79-87.74827.29 0.00831.79-87.74827.50 0.00831.79-87.74827.79 0.00831.79-87.74828.00 0.00831.79-87.74828.29 0.00831.79-87.74828.50 0.00831.79-87.74828.79 0.00831.79-87.74829.00 0.00831.79-87.74829.29 0.00831.79-87.52829.50 0.00831.79-85.64829.79 0.00831.79-82.92830.00 0.00831.79-77.15830.29 0.00831.79-71.72830.50 0.00831.79-63.13830.79 0.00831.79-56.12831.00 0.00831.79-44.63831.29 0.00831.79-33.95831.50 0.00831.790.00831.79 0.00831.7928.98832.00 0.00831.7931.60832.04 0.00831.7947.25832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 225 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 226 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.04-92.15826.50 0.00832.04-92.15826.79 0.00832.04-92.15827.00 0.00832.04-92.15827.29 0.00832.04-92.15827.50 0.00832.04-92.15827.79 0.00832.04-92.15828.00 0.00832.04-92.15828.29 0.00832.04-92.15828.50 0.00832.04-92.15828.79 0.00832.04-92.15829.00 0.00832.04-92.15829.29 0.00832.04-92.08829.50 0.00832.04-90.67829.79 0.00832.04-88.36830.00 0.00832.04-83.26830.29 0.00832.04-78.34830.50 0.00832.04-70.57830.79 0.00832.04-64.37831.00 0.00832.04-54.65831.29 0.00832.04-46.40831.50 0.00832.04-31.57831.79 0.00832.04-12.59832.00 0.00832.040.00832.04 0.00832.0435.14832.35 Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 227 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: BC Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC 48in BC Page 228 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft829.51Minimum (Headwater) ft0.50Increment (Headwater) ft834.01Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 834.01829.51TWForward + Reverse 30in DECulvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 229 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: 30in DE Structure Type: Culvert-Circular 1Number of Barrels in36.0Diameter ft121.00Length ft121.00Length (Computed Barrel) ft/ft0.000Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.007Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 1.095T1 ratio (HW/D) 1.197T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft832.80T1 Elevation ft³/s42.85T1 Flow ft833.10T2 Elevation ft³/s48.97T2 Flow Page 230 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.360.00829.51 0.00829.360.43829.86 0.00829.360.94830.01 0.00829.362.93830.36 0.00829.364.11830.51 0.00829.367.56830.86 0.00829.369.30831.01 0.00829.3613.90831.36 0.00829.3616.08831.51 0.00829.3621.51831.86 0.00829.3623.96832.01 0.00829.3629.84832.36 0.00829.3632.40832.51 0.00829.3638.20832.86 0.00829.3640.59833.01 0.00829.3645.53833.36 0.00829.3647.48833.51 0.00829.3651.85833.86 0.00829.3653.67834.01 Contributing Structures None Contributing 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 231 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.460.00829.51 0.00829.460.43829.86 0.00829.460.94830.01 0.00829.462.93830.36 0.00829.464.11830.51 0.00829.467.56830.86 0.00829.469.30831.01 0.00829.4613.90831.36 0.00829.4616.08831.51 0.00829.4621.51831.86 0.00829.4623.96832.01 0.00829.4629.84832.36 0.00829.4632.40832.51 0.00829.4638.20832.86 0.00829.4640.59833.01 0.00829.4645.53833.36 0.00829.4647.48833.51 0.00829.4651.85833.86 0.00829.4653.67834.01 Contributing Structures None Contributing 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 232 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.510.00829.51 0.00829.510.43829.86 0.00829.510.94830.01 0.00829.512.93830.36 0.00829.514.11830.51 0.00829.517.56830.86 0.00829.519.30831.01 0.00829.5113.90831.36 0.00829.5116.08831.51 0.00829.5121.51831.86 0.00829.5123.96832.01 0.00829.5129.84832.36 0.00829.5132.40832.51 0.00829.5138.20832.86 0.00829.5140.59833.01 0.00829.5145.53833.36 0.00829.5147.48833.51 0.00829.5151.85833.86 0.00829.5153.67834.01 Contributing Structures None Contributing 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 233 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.86-0.40829.51 0.00829.860.00829.86 0.00829.860.91830.01 0.00829.862.93830.36 0.00829.864.11830.51 0.00829.867.56830.86 0.00829.869.30831.01 0.00829.8613.90831.36 0.00829.8616.08831.51 0.00829.8621.51831.86 0.00829.8623.96832.01 0.00829.8629.84832.36 0.00829.8632.40832.51 0.00829.8638.20832.86 0.00829.8640.59833.01 0.00829.8645.53833.36 0.00829.8647.48833.51 0.00829.8651.85833.86 0.00829.8653.67834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 234 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.36-2.83829.51 0.00830.36-2.83829.86 0.00830.36-2.83830.01 0.00830.360.00830.36 0.00830.363.50830.51 0.00830.367.54830.86 0.00830.369.30831.01 0.00830.3613.90831.36 0.00830.3616.08831.51 0.00830.3621.51831.86 0.00830.3623.96832.01 0.00830.3629.84832.36 0.00830.3632.40832.51 0.00830.3638.20832.86 0.00830.3640.59833.01 0.00830.3645.53833.36 0.00830.3647.48833.51 0.00830.3651.85833.86 0.00830.3653.67834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 235 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.86-7.37829.51 0.00830.86-7.37829.86 0.00830.86-7.37830.01 0.00830.86-7.37830.36 0.00830.86-7.18830.51 0.00830.860.00830.86 0.00830.866.92831.01 0.00830.8613.57831.36 0.00830.8615.98831.51 0.00830.8621.51831.86 0.00830.8623.96832.01 0.00830.8629.84832.36 0.00830.8632.40832.51 0.00830.8638.20832.86 0.00830.8640.59833.01 0.00830.8645.53833.36 0.00830.8647.48833.51 0.00830.8651.85833.86 0.00830.8653.67834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 236 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.36-13.64829.51 0.00831.36-13.64829.86 0.00831.36-13.64830.01 0.00831.36-13.64830.36 0.00831.36-13.64830.51 0.00831.36-13.38830.86 0.00831.36-12.47831.01 0.00831.360.00831.36 0.00831.3610.53831.51 0.00831.3619.95831.86 0.00831.3623.10832.01 0.00831.3629.74832.36 0.00831.3632.36832.51 0.00831.3638.20832.86 0.00831.3640.59833.01 0.00831.3645.53833.36 0.00831.3647.48833.51 0.00831.3651.85833.86 0.00831.3653.67834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 237 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.86-21.17829.51 0.00831.86-21.17829.86 0.00831.86-21.17830.01 0.00831.86-21.17830.36 0.00831.86-21.17830.51 0.00831.86-21.17830.86 0.00831.86-21.17831.01 0.00831.86-19.72831.36 0.00831.86-17.79831.51 0.00831.860.00831.86 0.00831.8613.76832.01 0.00831.8625.53832.36 0.00831.8629.32832.51 0.00831.8636.82832.86 0.00831.8639.60833.01 0.00831.8645.14833.36 0.00831.8647.25833.51 0.00831.8651.85833.86 0.00831.8653.67834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 238 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.36-29.42829.51 0.00832.36-29.42829.86 0.00832.36-29.42830.01 0.00832.36-29.42830.36 0.00832.36-29.42830.51 0.00832.36-29.42830.86 0.00832.36-29.42831.01 0.00832.36-29.37831.36 0.00832.36-28.90831.51 0.00832.36-25.32831.86 0.00832.36-22.17832.01 0.00832.360.00832.36 0.00832.3615.54832.51 0.00832.3628.02832.86 0.00832.3631.86833.01 0.00832.3639.37833.36 0.00832.3642.19833.51 0.00832.3648.13833.86 0.00832.3650.44834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 239 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.86-37.65829.51 0.00832.86-37.65829.86 0.00832.86-37.65830.01 0.00832.86-37.65830.36 0.00832.86-37.65830.51 0.00832.86-37.65830.86 0.00832.86-37.65831.01 0.00832.86-37.65831.36 0.00832.86-37.65831.51 0.00832.86-36.43831.86 0.00832.86-34.90832.01 0.00832.86-27.94832.36 0.00832.86-23.27832.51 0.00832.860.00832.86 0.00832.8615.29833.01 0.00832.8627.83833.36 0.00832.8631.73833.51 0.00832.8639.35833.86 0.00832.8642.22834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 240 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00833.36-44.78829.51 0.00833.36-44.78829.86 0.00833.36-44.78830.01 0.00833.36-44.78830.36 0.00833.36-44.78830.51 0.00833.36-44.78830.86 0.00833.36-44.78831.01 0.00833.36-44.78831.36 0.00833.36-44.78831.51 0.00833.36-44.51831.86 0.00833.36-43.68832.01 0.00833.36-39.24832.36 0.00833.36-36.29832.51 0.00833.36-27.85832.86 0.00833.36-23.27833.01 0.00833.360.00833.36 0.00833.3615.25833.51 0.00833.3627.81833.86 0.00833.3631.73834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 241 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00833.86-51.16829.51 0.00833.86-51.16829.86 0.00833.86-51.16830.01 0.00833.86-51.16830.36 0.00833.86-51.16830.51 0.00833.86-51.16830.86 0.00833.86-51.16831.01 0.00833.86-51.16831.36 0.00833.86-51.16831.51 0.00833.86-51.19831.86 0.00833.86-50.88832.01 0.00833.86-47.97832.36 0.00833.86-45.73832.51 0.00833.86-39.39832.86 0.00833.86-36.29833.01 0.00833.86-27.85833.36 0.00833.86-23.27833.51 0.00833.860.00833.86 0.00833.8615.23834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 242 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: DE Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00834.11-54.22829.51 0.00834.11-54.22829.86 0.00834.11-54.22830.01 0.00834.11-54.22830.36 0.00834.11-54.22830.51 0.00834.11-54.22830.86 0.00834.11-54.22831.01 0.00834.11-54.22831.36 0.00834.11-54.22831.51 0.00834.11-54.22831.86 0.00834.11-54.12832.01 0.00834.11-51.78832.36 0.00834.11-49.78832.51 0.00834.11-44.01832.86 0.00834.11-41.29833.01 0.00834.11-34.09833.36 0.00834.11-30.52833.51 0.00834.11-19.65833.86 0.00834.11-12.40834.01 Contributing Structures 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE 30in DE Page 243 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft829.36Minimum (Headwater) ft0.50Increment (Headwater) ft833.86Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 834.11829.36TWForward + Reverse 30in EFCulvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 244 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: 30in EF Structure Type: Culvert-Circular 1Number of Barrels in36.0Diameter ft71.00Length ft71.00Length (Computed Barrel) ft/ft0.000Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.007Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 1.095T1 ratio (HW/D) 1.197T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft832.65T1 Elevation ft³/s42.85T1 Flow ft832.95T2 Elevation ft³/s48.97T2 Flow Page 245 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.230.00829.36 0.00829.230.53829.73 0.00829.231.02829.86 0.00829.233.30830.23 0.00829.234.39830.36 0.00829.238.23830.73 0.00829.239.81830.86 0.00829.2314.92831.23 0.00829.2316.89831.36 0.00829.2322.90831.73 0.00829.2325.12831.86 0.00829.2331.66832.23 0.00829.2334.01832.36 0.00829.2340.61832.73 0.00829.2342.87832.86 0.00829.2348.97833.23 0.00829.2350.89833.36 0.00829.2356.11833.73 0.00829.2357.87833.86 0.00829.2359.50833.98 0.00829.2361.25834.11 Contributing Structures None Contributing 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 246 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 247 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.330.00829.36 0.00829.330.53829.73 0.00829.331.02829.86 0.00829.333.30830.23 0.00829.334.39830.36 0.00829.338.23830.73 0.00829.339.81830.86 0.00829.3314.92831.23 0.00829.3316.89831.36 0.00829.3322.90831.73 0.00829.3325.12831.86 0.00829.3331.66832.23 0.00829.3334.01832.36 0.00829.3340.61832.73 0.00829.3342.87832.86 0.00829.3348.97833.23 0.00829.3350.89833.36 0.00829.3356.11833.73 0.00829.3357.87833.86 0.00829.3359.50833.98 0.00829.3361.25834.11 Contributing Structures None Contributing 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 248 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 249 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.360.00829.36 0.00829.360.53829.73 0.00829.361.02829.86 0.00829.363.30830.23 0.00829.364.39830.36 0.00829.368.23830.73 0.00829.369.81830.86 0.00829.3614.92831.23 0.00829.3616.89831.36 0.00829.3622.90831.73 0.00829.3625.12831.86 0.00829.3631.66832.23 0.00829.3634.01832.36 0.00829.3640.61832.73 0.00829.3642.87832.86 0.00829.3648.97833.23 0.00829.3650.89833.36 0.00829.3656.11833.73 0.00829.3657.87833.86 0.00829.3659.50833.98 0.00829.3661.25834.11 Contributing Structures None Contributing 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 250 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 251 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00829.73-0.51829.36 0.00829.730.00829.73 0.00829.730.99829.86 0.00829.733.30830.23 0.00829.734.39830.36 0.00829.738.23830.73 0.00829.739.81830.86 0.00829.7314.92831.23 0.00829.7316.89831.36 0.00829.7322.90831.73 0.00829.7325.12831.86 0.00829.7331.66832.23 0.00829.7334.01832.36 0.00829.7340.61832.73 0.00829.7342.87832.86 0.00829.7348.97833.23 0.00829.7350.89833.36 0.00829.7356.11833.73 0.00829.7357.87833.86 0.00829.7359.50833.98 0.00829.7361.25834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 252 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 253 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.23-3.22829.36 0.00830.23-3.22829.73 0.00830.23-3.22829.86 0.00830.230.00830.23 0.00830.233.67830.36 0.00830.238.23830.73 0.00830.239.81830.86 0.00830.2314.92831.23 0.00830.2316.89831.36 0.00830.2322.90831.73 0.00830.2325.12831.86 0.00830.2331.66832.23 0.00830.2334.01832.36 0.00830.2340.61832.73 0.00830.2342.87832.86 0.00830.2348.97833.23 0.00830.2350.89833.36 0.00830.2356.11833.73 0.00830.2357.87833.86 0.00830.2359.50833.98 0.00830.2361.25834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 254 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 255 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00830.73-8.11829.36 0.00830.73-8.11829.73 0.00830.73-8.11829.86 0.00830.73-8.11830.23 0.00830.73-8.01830.36 0.00830.730.00830.73 0.00830.737.10830.86 0.00830.7314.65831.23 0.00830.7316.82831.36 0.00830.7322.90831.73 0.00830.7325.12831.86 0.00830.7331.66832.23 0.00830.7334.01832.36 0.00830.7340.61832.73 0.00830.7342.87832.86 0.00830.7348.97833.23 0.00830.7350.89833.36 0.00830.7356.11833.73 0.00830.7357.87833.86 0.00830.7359.50833.98 0.00830.7361.25834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 256 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 257 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.23-14.73829.36 0.00831.23-14.73829.73 0.00831.23-14.73829.86 0.00831.23-14.73830.23 0.00831.23-14.73830.36 0.00831.23-14.54830.73 0.00831.23-13.78830.86 0.00831.230.00831.23 0.00831.2310.68831.36 0.00831.2321.45831.73 0.00831.2324.32831.86 0.00831.2331.62832.23 0.00831.2334.01832.36 0.00831.2340.61832.73 0.00831.2342.87832.86 0.00831.2348.97833.23 0.00831.2350.89833.36 0.00831.2356.11833.73 0.00831.2357.87833.86 0.00831.2359.50833.98 0.00831.2361.25834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 258 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 259 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00831.73-22.70829.36 0.00831.73-22.70829.73 0.00831.73-22.70829.86 0.00831.73-22.70830.23 0.00831.73-22.70830.36 0.00831.73-22.70830.73 0.00831.73-22.70830.86 0.00831.73-21.31831.23 0.00831.73-19.65831.36 0.00831.730.00831.73 0.00831.7313.93831.86 0.00831.7327.51832.23 0.00831.7331.00832.36 0.00831.7339.54832.73 0.00831.7342.18832.86 0.00831.7348.84833.23 0.00831.7350.83833.36 0.00831.7356.11833.73 0.00831.7357.87833.86 0.00831.7359.50833.98 0.00831.7361.25834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 260 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 261 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.23-31.40829.36 0.00832.23-31.40829.73 0.00832.23-31.40829.86 0.00832.23-31.40830.23 0.00832.23-31.40830.36 0.00832.23-31.40830.73 0.00832.23-31.40830.86 0.00832.23-31.38831.23 0.00832.23-31.09831.36 0.00832.23-27.37831.73 0.00832.23-24.60831.86 0.00832.230.00832.23 0.00832.2315.83832.36 0.00832.2330.80832.73 0.00832.2334.49832.86 0.00832.2343.28833.23 0.00832.2345.96833.36 0.00832.2352.87833.73 0.00832.2355.12833.86 0.00832.2357.08833.98 0.00832.2359.15834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 262 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 263 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00832.73-40.29829.36 0.00832.73-40.29829.73 0.00832.73-40.29829.86 0.00832.73-40.29830.23 0.00832.73-40.29830.36 0.00832.73-40.29830.73 0.00832.73-40.29830.86 0.00832.73-40.29831.23 0.00832.73-40.29831.36 0.00832.73-39.29831.73 0.00832.73-38.05831.86 0.00832.73-30.71832.23 0.00832.73-26.32832.36 0.00832.730.00832.73 0.00832.7315.66832.86 0.00832.7330.64833.23 0.00832.7334.37833.36 0.00832.7343.32833.73 0.00832.7346.06833.86 0.00832.7348.44833.98 0.00832.7350.90834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 264 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 265 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00833.23-48.47829.36 0.00833.23-48.47829.73 0.00833.23-48.47829.86 0.00833.23-48.47830.23 0.00833.23-48.47830.36 0.00833.23-48.47830.73 0.00833.23-48.47830.86 0.00833.23-48.47831.23 0.00833.23-48.47831.36 0.00833.23-48.35831.73 0.00833.23-47.80831.86 0.00833.23-43.15832.23 0.00833.23-40.39832.36 0.00833.23-30.61832.73 0.00833.23-26.32832.86 0.00833.230.00833.23 0.00833.2315.62833.36 0.00833.2330.64833.73 0.00833.2334.39833.86 0.00833.2337.52833.98 0.00833.2340.62834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 266 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 267 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00833.73-55.62829.36 0.00833.73-55.62829.73 0.00833.73-55.62829.86 0.00833.73-55.62830.23 0.00833.73-55.62830.36 0.00833.73-55.62830.73 0.00833.73-55.62830.86 0.00833.73-55.62831.23 0.00833.73-55.62831.36 0.00833.73-55.62831.73 0.00833.73-55.58831.86 0.00833.73-52.76832.23 0.00833.73-50.69832.36 0.00833.73-43.32832.73 0.00833.73-40.39832.86 0.00833.73-30.61833.23 0.00833.73-26.32833.36 0.00833.730.00833.73 0.00833.7315.59833.86 0.00833.7321.67833.98 0.00833.7326.72834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 268 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 269 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00833.98-59.06829.36 0.00833.98-59.06829.73 0.00833.98-59.06829.86 0.00833.98-59.06830.23 0.00833.98-59.06830.36 0.00833.98-59.06830.73 0.00833.98-59.06830.86 0.00833.98-59.06831.23 0.00833.98-59.06831.36 0.00833.98-59.06831.73 0.00833.98-59.06831.86 0.00833.98-56.93832.23 0.00833.98-55.12832.36 0.00833.98-48.45832.73 0.00833.98-45.85832.86 0.00833.98-37.53833.23 0.00833.98-34.09833.36 0.00833.98-21.65833.73 0.00833.98-15.07833.86 0.00833.980.00833.98 0.00833.9815.61834.11 Contributing Structures 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF 30in EF Page 270 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: EF Connector Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Contributing Structures 30in EF Page 271 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Oultet Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft826.29Minimum (Headwater) ft0.50Increment (Headwater) ft832.04Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 832.04826.2918inForwardOrifice - 1Orifice-Circular 832.04826.19TWForward18inCulvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 272 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Oultet Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: 18in Structure Type: Culvert-Circular 1Number of Barrels in18.0Diameter ft97.00Length ft97.00Length (Computed Barrel) ft/ft0.002Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.018Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 0.000T1 ratio (HW/D) 1.196T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft826.19T1 Elevation ft³/s7.58T1 Flow ft827.98T2 Elevation ft³/s8.66T2 Flow Page 273 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Oultet Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: Orifice - 1 Structure Type: Orifice-Circular 1Number of Openings ft826.29Elevation in6.0Orifice Diameter 0.600Orifice Coefficient Structure ID: TW Structure Type: TW Setup, DS Channel Free OutfallTailwater Type Convergence Tolerances 30Maximum Iterations ft0.01Tailwater Tolerance (Minimum) ft0.50Tailwater Tolerance (Maximum) ft0.01Headwater Tolerance (Minimum) ft0.50Headwater Tolerance (Maximum) ft³/s0.001Flow Tolerance (Minimum) ft³/s10.000Flow Tolerance (Maximum) Page 274 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Oultet Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00(N/A)0.00826.29 0.00(N/A)0.45826.79 0.00(N/A)0.75827.29 0.00(N/A)0.97827.79 0.00(N/A)1.16828.29 0.00(N/A)1.32828.79 0.00(N/A)1.47829.29 0.00(N/A)1.61829.79 0.00(N/A)1.73830.29 0.00(N/A)1.85830.79 0.00(N/A)1.96831.29 0.00(N/A)2.07831.79 0.00(N/A)2.12832.04 Contributing Structures (no Q: Orifice - 1,18in) Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Orifice - 1,18in Page 275 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Outlet Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft829.23Minimum (Headwater) ft0.50Increment (Headwater) ft833.73Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 833.98829.23Culvert - 1ForwardOrifice - 1Orifice-Circular 833.98829.13TWForwardCulvert - 1Culvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 276 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Outlet Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: Culvert - 1 Structure Type: Culvert-Circular 1Number of Barrels in24.0Diameter ft51.00Length ft51.00Length (Computed Barrel) ft/ft0.002Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.012Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 1.095T1 ratio (HW/D) 1.196T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft831.32T1 Elevation ft³/s15.55T1 Flow ft831.52T2 Elevation ft³/s17.77T2 Flow Page 277 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Outlet Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: Orifice - 1 Structure Type: Orifice-Circular 1Number of Openings ft829.23Elevation in6.0Orifice Diameter 0.600Orifice Coefficient Structure ID: TW Structure Type: TW Setup, DS Channel Free OutfallTailwater Type Convergence Tolerances 30Maximum Iterations ft0.01Tailwater Tolerance (Minimum) ft0.50Tailwater Tolerance (Maximum) ft0.01Headwater Tolerance (Minimum) ft0.50Headwater Tolerance (Maximum) ft³/s0.001Flow Tolerance (Minimum) ft³/s10.000Flow Tolerance (Maximum) Page 278 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Outlet Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00(N/A)0.00829.23 0.00(N/A)0.47829.73 0.00(N/A)0.76830.23 0.00(N/A)0.99830.73 0.00(N/A)1.18831.23 0.00(N/A)1.34831.73 0.00(N/A)1.49832.23 0.00(N/A)1.62832.73 0.00(N/A)1.75833.23 0.00(N/A)1.87833.73 0.00(N/A)1.92833.98 Contributing Structures (no Q: Orifice - 1,Culvert - 1) Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Orifice - 1,Culvert - 1 Page 279 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond A Return Event: 2 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.74Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 4,614.000828.10753.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -0.51729.00 0.00342.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 4.35717.00Pond Outflow... 6.42714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward15,330.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse50.000Pond Outflow... Forward15,453.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³15,502.000Volume (Total In ICPM) ft³15,330.000Volume (Total Out ICPM) ft³192.000Volume (Ending) ft826.81Elevation (Ending) ft³-19.000Difference %0.1 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 280 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond A Return Event: 10 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.74Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 8,776.000828.92771.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -2.15729.00 0.000.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 5.07717.00Pond Outflow... 10.28714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward25,194.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse477.000Pond Outflow... Forward25,116.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³25,593.000Volume (Total In ICPM) ft³25,194.000Volume (Total Out ICPM) ft³701.000Volume (Ending) ft827.00Elevation (Ending) ft³-302.000Difference %1.2 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 281 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond A Return Event: 100 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.74Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 19,645.000831.54771.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -4.78726.00 0.00162.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 8.63714.00Pond Outflow... 18.88714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward42,987.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse1,895.000Pond Outflow... Forward47,584.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³49,479.000Volume (Total In ICPM) ft³42,987.000Volume (Total Out ICPM) ft³4,957.000Volume (Ending) ft828.17Elevation (Ending) ft³1,535.000Difference %3.1 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 282 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond B Return Event: 2 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.50Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 4,393.000828.10750.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -2.02726.00 -0.51729.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 0.64819.00Pond Outflow... 4.35717.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward16,041.000 Reverse50.000 DirectionVolume (ft³) Total Volume Out Reverse665.000Pond Outflow... Forward15,330.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³15,995.000Volume (Total In ICPM) ft³16,091.000Volume (Total Out ICPM) ft³0.000Volume (Ending) ft826.57Elevation (Ending) ft³-96.000Difference %0.6 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 283 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond B Return Event: 10 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.50Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 7,655.000828.88768.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -3.38723.00 -2.15729.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 1.39774.00Pond Outflow... 5.07717.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward26,557.000 Reverse477.000 DirectionVolume (ft³) Total Volume Out Reverse2,290.000Pond Outflow... Forward25,194.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³27,484.000Volume (Total In ICPM) ft³27,034.000Volume (Total Out ICPM) ft³556.000Volume (Ending) ft826.85Elevation (Ending) ft³-105.000Difference %0.4 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 284 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond B Return Event: 100 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.50Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 16,472.000831.54768.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -10.57723.00 -4.78726.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 3.61732.00Pond Outflow... 8.63714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward43,234.000 Reverse1,895.000 DirectionVolume (ft³) Total Volume Out Reverse7,833.000Pond Outflow... Forward42,987.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³50,820.000Volume (Total In ICPM) ft³45,129.000Volume (Total Out ICPM) ft³4,616.000Volume (Ending) ft828.15Elevation (Ending) ft³1,076.000Difference %2.1 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 285 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond C Return Event: 2 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.29Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 5,348.000828.09723.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.20 -0.36726.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 1.08723.00Pond Outflow... 6.43717.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward29,573.000 Reverse22.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward29,814.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³29,814.000Volume (Total In ICPM) ft³29,595.000Volume (Total Out ICPM) ft³380.000Volume (Ending) ft826.47Elevation (Ending) ft³-161.000Difference %0.5 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 286 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond C Return Event: 10 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.29Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 8,432.000828.88765.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.20 -0.17726.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 1.35765.00Pond Outflow... 10.17714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward47,529.000 Reverse20.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward48,416.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³48,416.000Volume (Total In ICPM) ft³47,549.000Volume (Total Out ICPM) ft³1,029.000Volume (Ending) ft826.78Elevation (Ending) ft³-162.000Difference %0.3 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 287 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond C Return Event: 100 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft826.29Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 16,261.000831.55765.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.20 -2.40726.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 2.02765.00Pond Outflow... 16.12714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward77,945.000 Reverse93.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward83,713.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³83,713.000Volume (Total In ICPM) ft³78,038.000Volume (Total Out ICPM) ft³5,347.000Volume (Ending) ft828.09Elevation (Ending) ft³328.000Difference %0.4 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 288 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond D Return Event: 2 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.51Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 5,398.000830.81726.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 4.03717.00Pond Outflow... 7.78714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward18,235.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward18,737.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³18,737.000Volume (Total In ICPM) ft³18,235.000Volume (Total Out ICPM) ft³1,147.000Volume (Ending) ft829.85Elevation (Ending) ft³-645.000Difference %3.4 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 289 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond D Return Event: 10 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.51Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 9,075.000831.36792.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 6.88717.00Pond Outflow... 13.59714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward29,587.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward32,605.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³32,605.000Volume (Total In ICPM) ft³29,587.000Volume (Total Out ICPM) ft³3,190.000Volume (Ending) ft830.46Elevation (Ending) ft³-172.000Difference %0.5 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 290 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond D Return Event: 100 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.51Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 20,794.000833.89828.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage -2.08732.00 0.000.00 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 13.97717.00Pond Outflow... 27.02714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward50,269.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse475.000Pond Outflow... Forward66,069.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³66,543.000Volume (Total In ICPM) ft³50,269.000Volume (Total Out ICPM) ft³10,674.000Volume (Ending) ft831.61Elevation (Ending) ft³5,601.000Difference %8.4 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 291 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond E Return Event: 2 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.36Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 4,384.000830.64723.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.20 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 7.20723.00Pond Outflow... 11.10717.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward35,597.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward35,312.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³35,312.000Volume (Total In ICPM) ft³35,597.000Volume (Total Out ICPM) ft³1,099.000Volume (Ending) ft829.75Elevation (Ending) ft³-1,384.000Difference %3.9 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 292 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond E Return Event: 10 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.36Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 8,207.000831.34813.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.20 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 13.45723.00Pond Outflow... 18.95717.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward56,326.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward59,303.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³59,303.000Volume (Total In ICPM) ft³56,326.000Volume (Total Out ICPM) ft³3,381.000Volume (Ending) ft830.46Elevation (Ending) ft³-404.000Difference %0.7 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 293 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond E Return Event: 100 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.36Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 17,678.000833.88828.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.20 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 30.06720.00Pond Outflow... 37.74714.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward98,591.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward110,836.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³110,836.000Volume (Total In ICPM) ft³98,591.000Volume (Total Out ICPM) ft³9,539.000Volume (Ending) ft831.60Elevation (Ending) ft³2,705.000Difference %2.4 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 294 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 2-year Storm Event: 2-yearLabel: Pond F Return Event: 2 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.23Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 10,069.000830.57789.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.20 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 0.91789.00Pond Outflow... 7.20723.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward32,944.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward35,597.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³35,597.000Volume (Total In ICPM) ft³32,944.000Volume (Total Out ICPM) ft³2,616.000Volume (Ending) ft829.67Elevation (Ending) ft³37.000Difference %0.1 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 295 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 10-year Storm Event: 10-yearLabel: Pond F Return Event: 10 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.23Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 18,990.000831.34810.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.20 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 1.21810.00Pond Outflow... 13.45723.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward47,987.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward56,326.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³56,326.000Volume (Total In ICPM) ft³47,987.000Volume (Total Out ICPM) ft³8,263.000Volume (Ending) ft830.42Elevation (Ending) ft³76.000Difference %0.1 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 296 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Scenario: City of Carmel Storm 100-year Storm Event: 100-yearLabel: Pond F Return Event: 100 yearsSubsection: Interconnected Pond Routing Summary Infiltration No InfiltrationInfiltration Method (Computed) Initial Conditions Calculation Tolerances ft829.23Elevation (Starting Water Surface Computed) ft³/s0.000Flow Tolerance (Minimum) ft³0.000Volume (Starting)35Maximum Iterations ft³/s0.00Outflow (Starting)min3.00ICPM Time Step 38,312.000833.86825.00 Volume (ft³) Elevation (ft) Time to Peak (min) Maximum Storage 0.000.00 0.000.20 Flow (Peak) (ft³/s) Time to Peak (min) Reverse Flow Peaks 1.90825.00Pond Outflow... 30.06720.00Pond Inflow.... Flow (Peak) (ft³/s) Time to Peak (min) Forward Flow Peaks Forward77,052.000 Reverse0.000 DirectionVolume (ft³) Total Volume Out Reverse0.000Pond Outflow... Forward98,591.000Pond Inflow.... DirectionVolume (ft³) Total Volume In Mass Balance (ft³) ft³0.000Volume (Initial ICPM) ft³98,591.000Volume (Total In ICPM) ft³77,052.000Volume (Total Out ICPM) ft³21,424.000Volume (Ending) ft831.56Elevation (Ending) ft³116.000Difference %0.1 Percent of Inflow Volume (Interconnected Pond Mass Balance) Page 297 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Pond A (Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2- year))...280 Pond A (Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year))...282 Pond A (Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10 -year))...281 Pond A (IN) (Time vs. Elevation, 2 years (City of Carmel Storm 2-year))...45, 46, 47 Pond A (IN) (Time vs. Elevation, 100 years (City of Carmel Storm 100-year))...51, 52, 53 Pond A (IN) (Time vs. Elevation, 10 years (City of Carmel Storm 10-year))...48, 49, 50 Pond A (Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2-year))...153, 154 P NRCS Type II (Time-Depth Curve, 2 years (City of Carmel Storm 2-year))...9, 10 NRCS Type II (Time-Depth Curve, 100 years (City of Carmel Storm 100-year))...5, 6 NRCS Type II (Time-Depth Curve, 10 years (City of Carmel Storm 10-year))...7, 8 N Master Network Summary...1, 2, 3, 4 M EF Connector (Outlet Input Data, 100 years (City of Carmel Storm 100- year))...244, 245 EF Connector (Composite Rating Curve, 100 years (City of Carmel Storm 100- year))...246, 247, 248, 249, 250, 251, 252, 253, 254, 255, 256, 257, 258, 259, 260, 261, 262, 263, 264, 265, 266, 267, 268, 269, 270, 271 E DE Connector (Outlet Input Data, 100 years (City of Carmel Storm 100- year))...229, 230 DE Connector (Composite Rating Curve, 100 years (City of Carmel Storm 100- year))...231, 232, 233, 234, 235, 236, 237, 238, 239, 240, 241, 242, 243 D BC Connector (Outlet Input Data, 100 years (City of Carmel Storm 100- year))...197, 198 BC Connector (Composite Rating Curve, 100 years (City of Carmel Storm 100- year))...199, 200, 201, 202, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223, 224, 225, 226, 227, 228 B AB Connector (Outlet Input Data, 100 years (City of Carmel Storm 100- year))...165, 166 AB Connector (Composite Rating Curve, 100 years (City of Carmel Storm 100- year))...167, 168, 169, 170, 171, 172, 173, 174, 175, 176, 177, 178, 179, 180, 181, 182, 183, 184, 185, 186, 187, 188, 189, 190, 191, 192, 193, 194, 195, 196 A Franciscan_Post-developed Drainage Calculations Index Page 298 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Pond D (IN) (Time vs. Elevation, 100 years (City of Carmel Storm 100-year))...78, 79, 80 Pond D (IN) (Time vs. Elevation, 10 years (City of Carmel Storm 10-year))...75, 76, 77 Pond D (Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2-year))...159, 160 Pond C Oultet (Outlet Input Data, 100 years (City of Carmel Storm 100- year))...272, 273, 274 Pond C Oultet (Composite Rating Curve, 100 years (City of Carmel Storm 100- year))...275 Pond C (Time vs. Volume, 2 years (City of Carmel Storm 2-year))...117, 118, 119 Pond C (Time vs. Volume, 100 years (City of Carmel Storm 100-year))...123, 124, 125 Pond C (Time vs. Volume, 10 years (City of Carmel Storm 10-year))...120, 121, 122 Pond C (Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2- year))...286 Pond C (Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year))...288 Pond C (Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10 -year))...287 Pond C (IN) (Time vs. Elevation, 2 years (City of Carmel Storm 2-year))...63, 64, 65 Pond C (IN) (Time vs. Elevation, 100 years (City of Carmel Storm 100-year))...69, 70, 71 Pond C (IN) (Time vs. Elevation, 10 years (City of Carmel Storm 10-year))...66, 67, 68 Pond C (Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2-year))...157, 158 Pond B (Time vs. Volume, 2 years (City of Carmel Storm 2-year))...108, 109, 110 Pond B (Time vs. Volume, 100 years (City of Carmel Storm 100-year))...114, 115, 116 Pond B (Time vs. Volume, 10 years (City of Carmel Storm 10-year))...111, 112, 113 Pond B (Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2- year))...283 Pond B (Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year))...285 Pond B (Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10 -year))...284 Pond B (IN) (Time vs. Elevation, 2 years (City of Carmel Storm 2-year))...54, 55, 56 Pond B (IN) (Time vs. Elevation, 100 years (City of Carmel Storm 100-year))...60, 61, 62 Pond B (IN) (Time vs. Elevation, 10 years (City of Carmel Storm 10-year))...57, 58, 59 Pond B (Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2-year))...155, 156 Pond A (Time vs. Volume, 2 years (City of Carmel Storm 2-year))...99, 100, 101 Pond A (Time vs. Volume, 100 years (City of Carmel Storm 100-year))...105, 106, 107 Pond A (Time vs. Volume, 10 years (City of Carmel Storm 10-year))...102, 103, 104 Franciscan_Post-developed Drainage Calculations Page 299 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Pond F Outlet (Composite Rating Curve, 100 years (City of Carmel Storm 100- year))...279 Pond F (Time vs. Volume, 2 years (City of Carmel Storm 2-year))...144, 145, 146 Pond F (Time vs. Volume, 100 years (City of Carmel Storm 100-year))...150, 151, 152 Pond F (Time vs. Volume, 10 years (City of Carmel Storm 10-year))...147, 148, 149 Pond F (Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2- year))...295 Pond F (Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year))...297 Pond F (Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10 -year))...296 Pond F (IN) (Time vs. Elevation, 2 years (City of Carmel Storm 2-year))...90, 91, 92 Pond F (IN) (Time vs. Elevation, 100 years (City of Carmel Storm 100-year))...96, 97, 98 Pond F (IN) (Time vs. Elevation, 10 years (City of Carmel Storm 10-year))...93, 94, 95 Pond F (Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2-year))...163, 164 Pond E (Time vs. Volume, 2 years (City of Carmel Storm 2-year))...135, 136, 137 Pond E (Time vs. Volume, 100 years (City of Carmel Storm 100-year))...141, 142, 143 Pond E (Time vs. Volume, 10 years (City of Carmel Storm 10-year))...138, 139, 140 Pond E (Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2- year))...292 Pond E (Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year))...294 Pond E (Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10 -year))...293 Pond E (IN) (Time vs. Elevation, 2 years (City of Carmel Storm 2-year))...81, 82, 83 Pond E (IN) (Time vs. Elevation, 100 years (City of Carmel Storm 100-year))...87, 88, 89 Pond E (IN) (Time vs. Elevation, 10 years (City of Carmel Storm 10-year))...84, 85, 86 Pond E (Elevation vs. Volume Curve, 2 years (City of Carmel Storm 2-year))...161, 162 Pond D (Time vs. Volume, 2 years (City of Carmel Storm 2-year))...126, 127, 128 Pond D (Time vs. Volume, 100 years (City of Carmel Storm 100-year))...132, 133, 134 Pond D (Time vs. Volume, 10 years (City of Carmel Storm 10-year))...129, 130, 131 Pond D (Interconnected Pond Routing Summary, 2 years (City of Carmel Storm 2- year))...289 Pond D (Interconnected Pond Routing Summary, 100 years (City of Carmel Storm 100-year))...291 Pond D (Interconnected Pond Routing Summary, 10 years (City of Carmel Storm 10-year))...290 Pond D (IN) (Time vs. Elevation, 2 years (City of Carmel Storm 2-year))...72, 73, 74 Franciscan_Post-developed Drainage Calculations Page 300 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc Franciscan_Post-developed Drainage Calculations Watershed E (Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year))...38, 39 Watershed E (Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year))...42, 43, 44 Watershed E (Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year))...40, 41 Watershed E (Runoff CN-Area, 2 years (City of Carmel Storm 2-year))...14 Watershed D (Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year))...31, 32 Watershed D (Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year))...35, 36, 37 Watershed D (Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year))...33, 34 Watershed D (Runoff CN-Area, 2 years (City of Carmel Storm 2-year))...13 Watershed C (Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year))...23, 24 Watershed C (Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year))...28, 29, 30 Watershed C (Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year))...25, 26, 27 Watershed C (Runoff CN-Area, 2 years (City of Carmel Storm 2-year))...12 Watershed A (Unit Hydrograph (Hydrograph Table), 2 years (City of Carmel Storm 2-year))...15, 16 Watershed A (Unit Hydrograph (Hydrograph Table), 100 years (City of Carmel Storm 100-year))...20, 21, 22 Watershed A (Unit Hydrograph (Hydrograph Table), 10 years (City of Carmel Storm 10-year))...17, 18, 19 Watershed A (Runoff CN-Area, 2 years (City of Carmel Storm 2-year))...11 W Pond F Outlet (Outlet Input Data, 100 years (City of Carmel Storm 100- year))...276, 277, 278 Page 301 of 30127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center 1st Submittal_Post-dev Drainage Calc_2019-06- 19.ppc 12 14 15 16 13 4445 46 11 10 9 DIRECT DISCHARGE AREA TO INDOT DITCH TOTAL AREA = 3.217 AC (CN = 74) Q10YR = 3.47 CFS Q100YR = 8.73 CFS TITLE:PROJECT: Date: SCALE: PROJECT NO: SHEET No. 1 of 1 06-19-2019 180235-20000 1"=120' CARMEL, IN FRANCISCAN HEALTH FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE AREA EXHIBIT DIRECT DISCHARGE Scenario: City of Carmel Storm 2-year Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center1st Submittal_Direct Discharge Calculations.ppc Table of Contents 1Master Network Summary Franciscan_Direct Discharge Calculations Subsection: Master Network Summary Catchments Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel 1.50738.008,082.0002City of Carmel Storm 2-year DIRECT DISCHARGE AREA 3.47735.0017,029.00010City of Carmel Storm 10-year DIRECT DISCHARGE AREA 8.73732.0041,413.000100City of Carmel Storm 100-year DIRECT DISCHARGE AREA Node Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ft³) Return Event (years) ScenarioLabel 1.50738.008,082.0002City of Carmel Storm 2-year INDOT Ditch 3.47735.0017,029.00010City of Carmel Storm 10-year INDOT Ditch 8.73732.0041,413.000100City of Carmel Storm 100-year INDOT Ditch Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center1st Submittal_Direct Discharge Calculations.ppc Franciscan_Direct Discharge Calculations Index Master Network Summary...1 M Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution Center1st Submittal_Direct Discharge Calculations.ppc Appendix D Storm Sewer Basins Exhibit and Calculations 12 14 15 16 13 11 10 TITLE:PROJECT: Date: SCALE: PROJECT NO: SHEET No. (317) 844-6777 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 www.cripe.biz REAL ESTATE SERVICES SURVEY +3D LASER SCANNING ENERGY + FACILITIES EQUIPMENT PLANNING CIVIL ENGINEERING ARCHITECTUREARCHITECTURE + INTERIORS O:\2018\180235\20000\calcs\Engr\Storm\Prelim\2019-06-19\CAD Exhibit\Storm Sewer Basins Exhibit.dwg, June 18, 2019 6:00 PM, JARED SVALDI, © Paul I. Cripe, Inc.1 of 1 06-19-2019 180235-20000 1"=120' CARMEL, IN FRANCISCAN HEALTH FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE BASINS EXHIBIT STORM SEWER 739 Depth (FT) Weir (CFS) Orifice (CFS) Casting Type Neenah 3287-10V 0.00 0.00 0.00 2.1 0.05 0.14 1.15 5.5 0.10 0.39 1.62 50 0.15 0.72 1.99 1 0.20 1.11 2.30 1.05 0.25 1.55 2.57 4.13 0.30 2.03 2.81 (Weir)0.35 2.56 3.04 (Orifice)0.40 3.13 3.25 0.45 3.74 3.44 0.50 4.38 3.63 (10 YR, TC=5 MIN) i = 6.12 IN/HR 0.55 5.05 3.81 C=0.45 A=0.580 AC Total Flow to Inlet 1.60 CFS Depth Over Grate = 0.26 FT # of Inlets Total SQ. FT. Open Area (A) Total Weir Perimeter Lineal Feet (P) Q=3.0*P*D^1.5 Q=4.89*A*D^0.5 Q=CiA Ponding Depth - Inlet in SAG Condition ***LARGEST WATERSHED AREA FOR THIS CASTING TYPE*** Structure Number SQ. FT. Open Area Weir Perimeter Lineal Feet % Clogged 0.00 1.00 2.00 3.00 4.00 5.00 6.00 0.00 0.20 0.40 0.60Discharge, cfsDepth Over Grate, ft Grate Discharge Weir Orifice O:\2018\180235\20000\calcs\Engr\Storm\Prelim\2019-06-19_FIRST SUBMITTAL\Ponding Calcs\Ponding Calcs - 6/19/2019 757 Depth (FT) Weir (CFS) Orifice (CFS) Casting Type Neenah 3405 0.00 0.00 0.00 1.5 0.05 0.20 0.82 7.9 0.10 0.56 1.16 50 0.15 1.03 1.42 1 0.20 1.59 1.64 0.75 0.25 2.22 1.83 5.93 0.30 2.92 2.01 (Weir)0.35 3.68 2.17 (Orifice)0.40 4.50 2.32 0.45 5.37 2.46 0.50 6.28 2.59 (10 YR, TC=5 MIN) i = 6.12 IN/HR 0.55 7.25 2.72 C=0.70 A=0.470 AC Total Flow to Inlet 2.01 CFS Depth Over Grate = 0.23 FT Ponding Depth - Inlet in SAG Condition Structure Number SQ. FT. Open Area Weir Perimeter Lineal Feet % Clogged # of Inlets Total SQ. FT. Open Area (A) Total Weir Perimeter Lineal Feet (P) Q=3.0*P*D^1.5 Q=4.89*A*D^0.5 Q=CiA ***LARGEST WATERSHED AREA FOR THIS CASTING TYPE*** 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 0.00 0.20 0.40 0.60Discharge, cfsDepth Over Grate, ft Grate Discharge Weir Orifice O:\2018\180235\20000\calcs\Engr\Storm\Prelim\2019-06-19_FIRST SUBMITTAL\Ponding Calcs\Ponding Calcs - 6/19/2019 Appendix E Water Quality Basins Exhibit and Calculations 12 14 15 16 13 11 10 INDIANA FARMERS MUTUAL INSURANCE COMPANY D.B. 331, P. 109PIKE'S SPRING MILL HEIGHTS P.B. 2, PP. 93-94 16 17 26 7 TITLE:PROJECT: Date: SCALE: PROJECT NO: SHEET No. (317) 844-6777 INDIANAPOLIS, INDIANA 46240 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 www.cripe.biz REAL ESTATE SERVICES SURVEY +3D LASER SCANNING ENERGY + FACILITIES EQUIPMENT PLANNING CIVIL ENGINEERING ARCHITECTUREARCHITECTURE + INTERIORS O:\2018\180235\20000\calcs\Engr\Water Quality\Prelim\1st_Submittal\CAD Exhibit\Water Quality Basins Exhibit.dwg, June 19, 2019 10:05 AM, STEV PIERRE, © Paul I. Cripe, Inc.1 of 1 06-19-2019 180235-20000 1"=120' CARMEL, IN FRANCISCAN HEALTH FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE BASINS EXHIBIT WATER QUALITY Scenario: 1 inch Storm Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc Table of Contents 17Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm) WQ BASIN E 14Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm) WQ BASIN D 11Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm) WQ BASIN C 8Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm) WQ BASIN A 7Runoff CN-Area, 0 years (1 inch Storm) WQ BASIN E 6Runoff CN-Area, 0 years (1 inch Storm) WQ BASIN D 5Runoff CN-Area, 0 years (1 inch Storm) WQ BASIN C 4Runoff CN-Area, 0 years (1 inch Storm) WQ BASIN A 2Time-Depth Curve, 0 years (1 inch Storm)Greencastle 1" Storm 1Master Network Summary WQ TREATMENT FLOW CALCULATIONS Subsection: Master Network Summary Catchments Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 2.45714.0000.13901 inch StormWQ BASIN A 2.21714.0000.13101 inch StormWQ BASIN C 2.63714.0000.14601 inch StormWQ BASIN D 2.53714.0000.13901 inch StormWQ BASIN E Node Summary Peak Flow (ft³/s) Time to Peak (min) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 2.45714.0000.13901 inch StormWQ A 2.21714.0000.13101 inch StormWQ C 2.63714.0000.14601 inch StormWQ D 2.53714.0000.13901 inch StormWQ E Page 1 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: Greencastle 1" Storm Return Event: 0 yearsSubsection: Time-Depth Curve Time-Depth Curve: 1 inch storm 1 inch storm Label min0.000Start Time min6.000Increment min1,440.000End Time years0Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 6.000 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.00.00.00.00.00.000 0.00.00.00.00.030.000 0.00.00.00.00.060.000 0.00.00.00.00.090.000 0.00.00.00.00.0120.000 0.00.00.00.00.0150.000 0.00.00.00.00.0180.000 0.00.00.00.00.0210.000 0.10.10.10.00.0240.000 0.10.10.10.10.1270.000 0.10.10.10.10.1300.000 0.10.10.10.10.1330.000 0.10.10.10.10.1360.000 0.10.10.10.10.1390.000 0.10.10.10.10.1420.000 0.10.10.10.10.1450.000 0.10.10.10.10.1480.000 0.10.10.10.10.1510.000 0.20.20.20.20.1540.000 0.20.20.20.20.2570.000 0.20.20.20.20.2600.000 0.20.20.20.20.2630.000 0.30.30.30.20.2660.000 0.60.40.40.30.3690.000 0.70.70.70.70.7720.000 0.80.80.80.70.7750.000 0.80.80.80.80.8780.000 0.80.80.80.80.8810.000 0.80.80.80.80.8840.000 0.90.80.80.80.8870.000 0.90.90.90.90.9900.000 0.90.90.90.90.9930.000 0.90.90.90.90.9960.000 0.90.90.90.90.9990.000 Page 2 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: Greencastle 1" Storm Return Event: 0 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 6.000 min Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (min) 0.90.90.90.90.91,020.000 0.90.90.90.90.91,050.000 0.90.90.90.90.91,080.000 0.90.90.90.90.91,110.000 0.90.90.90.90.91,140.000 1.00.90.90.90.91,170.000 1.01.01.01.01.01,200.000 1.01.01.01.01.01,230.000 1.01.01.01.01.01,260.000 1.01.01.01.01.01,290.000 1.01.01.01.01.01,320.000 1.01.01.01.01.01,350.000 1.01.01.01.01.01,380.000 1.01.01.01.01.01,410.000 (N/A)(N/A)(N/A)(N/A)1.01,440.000 Page 3 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN A Return Event: 0 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 98.0000.00.02.11798.000WQ A AREA 98.000(N/A)(N/A)2.117(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 4 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN C Return Event: 0 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 99.0000.00.01.77599.000WQ C AREA 99.000(N/A)(N/A)1.775(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 5 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN D Return Event: 0 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 97.0000.00.02.49097.000WQ D AREA 97.000(N/A)(N/A)2.490(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 6 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN E Return Event: 0 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description 96.1500.00.02.65696.150WQ E AREA 96.150(N/A)(N/A)2.656(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 7 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN A Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) 1 inch stormStorm Event years0Return Event min1,440.000Duration in1.0Depth min5.000Time of Concentration (Composite) acres2.117Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00228.000 0.000.000.000.000.00243.000 0.000.000.000.000.00258.000 0.000.000.000.000.00273.000 0.010.010.010.010.01288.000 0.010.010.010.010.01303.000 0.010.010.010.010.01318.000 0.010.010.010.010.01333.000 0.010.010.010.010.01348.000 0.010.010.010.010.01363.000 0.010.010.010.010.01378.000 0.020.010.010.010.01393.000 0.020.020.020.020.02408.000 0.020.020.020.020.02423.000 0.020.020.020.020.02438.000 0.020.020.020.020.02453.000 0.020.020.020.020.02468.000 0.030.020.020.020.02483.000 0.030.030.030.030.03498.000 0.030.030.030.030.03513.000 0.040.040.040.030.03528.000 0.040.040.040.040.04543.000 0.040.040.040.040.04558.000 0.050.050.040.040.04573.000 0.050.050.050.050.05588.000 0.060.060.060.060.06603.000 0.070.070.070.070.07618.000 0.090.090.080.080.08633.000 0.110.100.100.100.09648.000 0.140.140.130.120.11663.000 0.190.180.170.160.15678.000 1.040.770.560.370.27693.000 2.002.332.451.851.32708.000 Page 8 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN A Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.320.350.420.621.35723.000 0.210.230.250.270.30738.000 0.160.160.170.180.19753.000 0.130.140.140.150.15768.000 0.110.120.120.120.13783.000 0.100.100.110.110.11798.000 0.090.090.090.090.10813.000 0.080.080.080.080.09828.000 0.070.070.070.080.08843.000 0.070.070.070.070.07858.000 0.070.070.070.070.07873.000 0.060.060.060.060.07888.000 0.060.060.060.060.06903.000 0.060.060.060.060.06918.000 0.050.050.050.050.05933.000 0.050.050.050.050.05948.000 0.050.050.050.050.05963.000 0.050.050.050.050.05978.000 0.040.040.040.040.04993.000 0.040.040.040.040.041,008.000 0.040.040.040.040.041,023.000 0.040.040.040.040.041,038.000 0.040.040.040.040.041,053.000 0.040.040.040.040.041,068.000 0.040.040.040.040.041,083.000 0.030.040.040.040.041,098.000 0.030.030.030.030.031,113.000 0.030.030.030.030.031,128.000 0.030.030.030.030.031,143.000 0.030.030.030.030.031,158.000 0.030.030.030.030.031,173.000 0.030.030.030.030.031,188.000 0.030.030.030.030.031,203.000 0.030.030.030.030.031,218.000 0.030.030.030.030.031,233.000 0.030.030.030.030.031,248.000 0.030.030.030.030.031,263.000 0.030.030.030.030.031,278.000 0.030.030.030.030.031,293.000 0.020.020.020.030.031,308.000 0.020.020.020.020.021,323.000 0.020.020.020.020.021,338.000 Page 9 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN A Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.020.020.020.020.021,353.000 0.020.020.020.020.021,368.000 0.020.020.020.020.021,383.000 0.020.020.020.020.021,398.000 0.020.020.020.020.021,413.000 0.020.020.020.020.021,428.000 Page 10 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN C Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) 1 inch stormStorm Event years0Return Event min1,440.000Duration in1.0Depth min5.000Time of Concentration (Composite) acres1.775Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00126.000 0.000.000.000.000.00141.000 0.000.000.000.000.00156.000 0.010.010.000.000.00171.000 0.010.010.010.010.01186.000 0.010.010.010.010.01201.000 0.010.010.010.010.01216.000 0.010.010.010.010.01231.000 0.010.010.010.010.01246.000 0.010.010.010.010.01261.000 0.010.010.010.010.01276.000 0.010.010.010.010.01291.000 0.020.020.020.010.01306.000 0.020.020.020.020.02321.000 0.020.020.020.020.02336.000 0.020.020.020.020.02351.000 0.020.020.020.020.02366.000 0.020.020.020.020.02381.000 0.020.020.020.020.02396.000 0.020.020.020.020.02411.000 0.030.030.030.020.02426.000 0.030.030.030.030.03441.000 0.030.030.030.030.03456.000 0.030.030.030.030.03471.000 0.030.030.030.030.03486.000 0.040.040.040.030.03501.000 0.040.040.040.040.04516.000 0.050.040.040.040.04531.000 0.050.050.050.050.05546.000 0.050.050.050.050.05561.000 0.050.050.050.050.05576.000 0.060.060.060.060.06591.000 0.070.070.070.060.06606.000 Page 11 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN C Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.080.080.080.070.07621.000 0.100.090.090.090.08636.000 0.120.110.110.100.10651.000 0.150.150.140.130.12666.000 0.270.190.180.170.16681.000 1.230.970.740.540.36696.000 1.191.772.082.211.69711.000 0.260.280.310.360.54726.000 0.170.180.200.220.24741.000 0.130.140.140.150.15756.000 0.110.110.120.120.13771.000 0.100.100.100.100.11786.000 0.080.090.090.090.09801.000 0.070.080.080.080.08816.000 0.070.070.070.070.07831.000 0.060.060.060.060.07846.000 0.060.060.060.060.06861.000 0.060.060.060.060.06876.000 0.050.050.050.060.06891.000 0.050.050.050.050.05906.000 0.050.050.050.050.05921.000 0.040.040.050.050.05936.000 0.040.040.040.040.04951.000 0.040.040.040.040.04966.000 0.040.040.040.040.04981.000 0.040.040.040.040.04996.000 0.040.040.040.040.041,011.000 0.040.040.040.040.041,026.000 0.030.030.030.030.041,041.000 0.030.030.030.030.031,056.000 0.030.030.030.030.031,071.000 0.030.030.030.030.031,086.000 0.030.030.030.030.031,101.000 0.030.030.030.030.031,116.000 0.030.030.030.030.031,131.000 0.030.030.030.030.031,146.000 0.030.030.030.030.031,161.000 0.020.020.020.020.031,176.000 0.020.020.020.020.021,191.000 0.020.020.020.020.021,206.000 0.020.020.020.020.021,221.000 0.020.020.020.020.021,236.000 Page 12 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN C Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.020.020.020.020.021,251.000 0.020.020.020.020.021,266.000 0.020.020.020.020.021,281.000 0.020.020.020.020.021,296.000 0.020.020.020.020.021,311.000 0.020.020.020.020.021,326.000 0.020.020.020.020.021,341.000 0.020.020.020.020.021,356.000 0.020.020.020.020.021,371.000 0.020.020.020.020.021,386.000 0.020.020.020.020.021,401.000 0.020.020.020.020.021,416.000 (N/A)0.020.020.020.021,431.000 Page 13 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN D Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) 1 inch stormStorm Event years0Return Event min1,440.000Duration in1.0Depth min5.000Time of Concentration (Composite) acres2.490Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00312.000 0.000.000.000.000.00327.000 0.000.000.000.000.00342.000 0.010.010.000.000.00357.000 0.010.010.010.010.01372.000 0.010.010.010.010.01387.000 0.010.010.010.010.01402.000 0.010.010.010.010.01417.000 0.010.010.010.010.01432.000 0.010.010.010.010.01447.000 0.020.010.010.010.01462.000 0.020.020.020.020.02477.000 0.020.020.020.020.02492.000 0.020.020.020.020.02507.000 0.030.030.030.030.02522.000 0.030.030.030.030.03537.000 0.030.030.030.030.03552.000 0.040.040.030.030.03567.000 0.040.040.040.040.04582.000 0.050.050.050.050.04597.000 0.060.060.060.060.05612.000 0.080.070.070.070.06627.000 0.090.090.090.080.08642.000 0.120.110.110.100.10657.000 0.170.160.150.140.13672.000 0.560.370.270.190.18687.000 2.631.951.371.060.78702.000 0.460.681.492.192.53717.000 0.280.310.330.360.39732.000 0.190.200.210.230.26747.000 0.160.160.170.180.18762.000 0.130.140.140.150.15777.000 0.120.120.120.130.13792.000 Page 14 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN D Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.100.110.110.110.12807.000 0.090.090.100.100.10822.000 0.080.080.090.090.09837.000 0.080.080.080.080.08852.000 0.080.080.080.080.08867.000 0.070.070.070.070.08882.000 0.070.070.070.070.07897.000 0.060.060.070.070.07912.000 0.060.060.060.060.06927.000 0.060.060.060.060.06942.000 0.050.050.050.050.06957.000 0.050.050.050.050.05972.000 0.050.050.050.050.05987.000 0.050.050.050.050.051,002.000 0.050.050.050.050.051,017.000 0.050.050.050.050.051,032.000 0.040.040.040.050.051,047.000 0.040.040.040.040.041,062.000 0.040.040.040.040.041,077.000 0.040.040.040.040.041,092.000 0.040.040.040.040.041,107.000 0.040.040.040.040.041,122.000 0.040.040.040.040.041,137.000 0.030.030.030.040.041,152.000 0.030.030.030.030.031,167.000 0.030.030.030.030.031,182.000 0.030.030.030.030.031,197.000 0.030.030.030.030.031,212.000 0.030.030.030.030.031,227.000 0.030.030.030.030.031,242.000 0.030.030.030.030.031,257.000 0.030.030.030.030.031,272.000 0.030.030.030.030.031,287.000 0.030.030.030.030.031,302.000 0.030.030.030.030.031,317.000 0.030.030.030.030.031,332.000 0.030.030.030.030.031,347.000 0.030.030.030.030.031,362.000 0.030.030.030.030.031,377.000 0.030.030.030.030.031,392.000 0.030.030.030.030.031,407.000 0.030.030.030.030.031,422.000 Page 15 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN D Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) (N/A)(N/A)(N/A)0.030.031,437.000 Page 16 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN E Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) 1 inch stormStorm Event years0Return Event min1,440.000Duration in1.0Depth min5.000Time of Concentration (Composite) acres2.656Area (User Defined) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.000.000.000.000.00387.000 0.000.000.000.000.00402.000 0.000.000.000.000.00417.000 0.010.010.000.000.00432.000 0.010.010.010.010.01447.000 0.010.010.010.010.01462.000 0.010.010.010.010.01477.000 0.010.010.010.010.01492.000 0.020.010.010.010.01507.000 0.020.020.020.020.02522.000 0.020.020.020.020.02537.000 0.020.020.020.020.02552.000 0.030.030.030.020.02567.000 0.030.030.030.030.03582.000 0.040.040.040.040.03597.000 0.050.050.050.040.04612.000 0.060.060.060.050.05627.000 0.080.070.070.070.06642.000 0.100.090.090.080.08657.000 0.140.130.130.120.11672.000 0.500.330.230.160.15687.000 2.531.841.270.970.71702.000 0.460.681.482.162.46717.000 0.280.310.330.360.39732.000 0.190.200.210.230.26747.000 0.160.170.170.180.18762.000 0.140.140.140.150.15777.000 0.120.120.130.130.13792.000 0.110.110.110.110.12807.000 0.090.100.100.100.10822.000 0.080.090.090.090.09837.000 0.080.080.080.080.08852.000 0.080.080.080.080.08867.000 Page 17 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Scenario: 1 inch Storm Storm Event: 1 inch stormLabel: WQ BASIN E Return Event: 0 yearsSubsection: Unit Hydrograph (Hydrograph Table) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 3.000 min Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (min) 0.070.070.070.080.08882.000 0.070.070.070.070.07897.000 0.070.070.070.070.07912.000 0.060.060.060.060.06927.000 0.060.060.060.060.06942.000 0.050.050.050.060.06957.000 0.050.050.050.050.05972.000 0.050.050.050.050.05987.000 0.050.050.050.050.051,002.000 0.050.050.050.050.051,017.000 0.050.050.050.050.051,032.000 0.050.050.050.050.051,047.000 0.040.040.040.040.051,062.000 0.040.040.040.040.041,077.000 0.040.040.040.040.041,092.000 0.040.040.040.040.041,107.000 0.040.040.040.040.041,122.000 0.040.040.040.040.041,137.000 0.040.040.040.040.041,152.000 0.030.030.030.030.031,167.000 0.030.030.030.030.031,182.000 0.030.030.030.030.031,197.000 0.030.030.030.030.031,212.000 0.030.030.030.030.031,227.000 0.030.030.030.030.031,242.000 0.030.030.030.030.031,257.000 0.030.030.030.030.031,272.000 0.030.030.030.030.031,287.000 0.030.030.030.030.031,302.000 0.030.030.030.030.031,317.000 0.030.030.030.030.031,332.000 0.030.030.030.030.031,347.000 0.030.030.030.030.031,362.000 0.030.030.030.030.031,377.000 0.030.030.030.030.031,392.000 0.030.030.030.030.031,407.000 0.030.030.030.030.031,422.000 (N/A)(N/A)(N/A)0.030.031,437.000 Page 18 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc WQ TREATMENT FLOW CALCULATIONS Index WQ BASIN E (Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm))...17, 18 WQ BASIN E (Runoff CN-Area, 0 years (1 inch Storm))...7 WQ BASIN D (Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm))...14, 15, 16 WQ BASIN D (Runoff CN-Area, 0 years (1 inch Storm))...6 WQ BASIN C (Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm))...11, 12, 13 WQ BASIN C (Runoff CN-Area, 0 years (1 inch Storm))...5 WQ BASIN A (Unit Hydrograph (Hydrograph Table), 0 years (1 inch Storm))...8, 9, 10 WQ BASIN A (Runoff CN-Area, 0 years (1 inch Storm))...4 W Master Network Summary...1 M Greencastle 1" Storm (Time-Depth Curve, 0 years (1 inch Storm))...2, 3 G Page 19 of 1927 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 6/19/2019 Bentley PondPack V8i [08.11.01.56] Bentley Systems, Inc. Haestad Methods Solution CenterWQ_Drainage Calculations_Franciscan.ppc Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Wednesday, Jun 19 2019 STR 711 Circular Diameter (ft) = 1.50 Invert Elev (ft) = 831.08 Slope (%) = 0.42 N-Value = 0.013 Calculations Compute by: Known Q Known Q (cfs) = 2.45 Highlighted Depth (ft) = 0.62 Q (cfs) = 2.450 Area (sqft) = 0.69 Velocity (ft/s) = 3.53 Wetted Perim (ft) = 2.10 Crit Depth, Yc (ft) = 0.59 Top Width (ft) = 1.48 EGL (ft) = 0.81 0 1 2 3 Elev (ft)Section 830.50 831.00 831.50 832.00 832.50 833.00 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Wednesday, Jun 19 2019 STR 722 Circular Diameter (ft) = 1.75 Invert Elev (ft) = 827.57 Slope (%) = 0.27 N-Value = 0.013 Calculations Compute by: Known Q Known Q (cfs) = 2.21 Highlighted Depth (ft) = 0.62 Q (cfs) = 2.210 Area (sqft) = 0.77 Velocity (ft/s) = 2.87 Wetted Perim (ft) = 2.24 Crit Depth, Yc (ft) = 0.54 Top Width (ft) = 1.68 EGL (ft) = 0.75 0 1 2 3 4 Elev (ft)Depth (ft)Section 827.00 -0.57 827.50 -0.07 828.00 0.43 828.50 0.93 829.00 1.43 829.50 1.93 830.00 2.43 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Wednesday, Jun 19 2019 STR 737 Circular Diameter (ft) = 1.75 Invert Elev (ft) = 830.79 Slope (%) = 0.32 N-Value = 0.013 Calculations Compute by: Known Q Known Q (cfs) = 2.53 Highlighted Depth (ft) = 0.64 Q (cfs) = 2.530 Area (sqft) = 0.80 Velocity (ft/s) = 3.17 Wetted Perim (ft) = 2.27 Crit Depth, Yc (ft) = 0.58 Top Width (ft) = 1.69 EGL (ft) = 0.80 0 1 2 3 4 Elev (ft)Depth (ft)Section 830.00 -0.79 830.50 -0.29 831.00 0.21 831.50 0.71 832.00 1.21 832.50 1.71 833.00 2.21 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Wednesday, Jun 19 2019 STR 753 Circular Diameter (ft) = 1.75 Invert Elev (ft) = 830.83 Slope (%) = 0.20 N-Value = 0.013 Calculations Compute by: Known Q Known Q (cfs) = 2.63 Highlighted Depth (ft) = 0.74 Q (cfs) = 2.630 Area (sqft) = 0.97 Velocity (ft/s) = 2.70 Wetted Perim (ft) = 2.48 Crit Depth, Yc (ft) = 0.59 Top Width (ft) = 1.73 EGL (ft) = 0.85 0 1 2 3 4 Elev (ft)Depth (ft)Section 830.00 -0.83 830.50 -0.33 831.00 0.17 831.50 0.67 832.00 1.17 832.50 1.67 833.00 2.17 Reach (ft)