The URL can be used to link to this page

Home My WebLink AboutAppendix W.2 - Water Design Report 03-24-2021 INTRODUCTION The Blackwood Groves Subdivision is a proposed 120-acre development located in the southeastern portion of the City of Bozeman in Gallatin County, Montana. The proposed project is comprised of Residential Emphasis Mixed Use zoning and will feature a variety of commercial, residential, and park/open space development. As part of the project, public improvements including water, sanitary sewer, stormwater, and City road infrastructure are proposed as well. This project is located in the City of Bozeman’s South Pressure Zone (HGL 5125). WATER SYSTEM LAYOUT The proposed water system will utilize an existing 16” ductile iron main that runs east/west along Blackwood Road, and then north through the property into the Alder Creek Subdivision. In addition the project will extend existing stubs south and east for future development. The main was looped through the subdivision to provided redundancy in the system. The stubs for future development will be capped and have blowoffs installed. The proposed water system consists of 8” class 51 ductile iron water main, with one section of 12” class 51 ductile iron main located in S. 11th Avenue. WATER DISTRIBUTION SYSTEM SIZING Residential Lots: Values used for assessing the peak hour demand at residential lots were taken from the City of Bozeman Design Standards and Specifications Policy (2017). Average Daily Residential Usage = 170 gallons per capita per day Average Population Density = 2.17 persons/dwelling unit Maximum Day Demand (Peaking Factor = 2.3) Maximum Hour Demand (Peaking Factor = 3.0) Commercial REMU Lots: Values used for assessing the peak hour demand at commercial lots were taken from Table 3.8 in the City of Bozeman’s Water Facility Plan Update (2017). Average Daily Usage = 1,285 gallons per acre per day Max Day Demand = 2,635 gallons per acre per day Maximum Hour Demand = 3,855 gallons per acre per day (Peaking Factor = 3.0) Minimum Fire Hydrant Flow = 1,500 gpm Residual Pressure Required = 20 psi for Fire Flow The table shown below quantifies the demands placed at the junction nodes and calculates the demands for Average Day, Maximum Day and Peak Hour within the subdivision. The peaking factor for residential lots is 1, 2.3 and 3.0 respectively, and for Commercial REMU lots being 1, 2.0506 and 3.0 respectively based on the Average Day Demand of 1,285 gallons per acre per day. A map depicting the contributing lots associated with each demand junction is included in Appendix A. Table 1: Demand Junction Summary DJ 1 7.7 6.9 14.1 ----20.7DJ 2 ---12 26 3.1 7.1 9.2DJ 3 ---12 26 3.1 7.1 9.2 DJ 4 ---6 13 1.5 3.5 4.6DJ 5 ---13 28 3.3 7.7 10.0DJ 6 ---12 26 3.1 7.1 9.2DJ 7 ---30 65 7.7 17.7 23.1 DJ 8 ---20 43 5.1 11.8 15.4DJ 9 ---6 13 1.5 3.5 4.6DJ 10 ---6 13 1.5 3.5 4.6DJ 11 ---32 69 8.2 18.9 24.6 DJ 12 ---32 69 8.2 18.9 24.6DJ 13 ---40 87 10.2 23.6 30.7DJ 14 4.1 3.6 7.4 ----22.3DJ 15 3.0 2.7 5.5 ----16.6 DJ 16 ---6 13 1.5 3.5 4.6DJ 17 ---10 22 2.6 5.9 7.7DJ 18 ---5 11 1.3 2.9 3.8 DJ 19 ---9 20 2.3 5.3 6.9 DJ 20 ---34 74 8.7 20.0 26.1DJ 21 ---122 265 31.3 71.9 93.8DJ 22 ---54 117 13.8 31.8 41.5 DJ 23 1.6 1.4 3.0 ----8.9 DJ 24 ---21 46 5.4 12.4 16.1DJ 25 ---7 15 1.8 4.1 5.4DJ 26 ---7 15 1.8 4.1 5.4 DJ 27 ---12 26 3.1 7.1 9.2 DJ 28 ---12 26 3.1 7.1 9.2DJ 29 ---21 46 5.4 12.4 16.1DJ 30 ---68 148 17.4 40.1 52.3 DJ 31 ---40 87 10.2 23.6 30.7 DJ 32 ---12 26 3.1 7.1 9.2Total16.4 14.7 30.1 661 1434 169.34 389.47 576.43 *See Demand Junction Map for more information on which lots contribute to each Demand Junction. **Per COB Water Facility Plan Update Table 3.8***COB Design Standards and Specifications PEAK HOUR GPM (3.0 * AVERAGE DAY) DEMAND JUNCTION NODE* DWELLING UNITS (D.U.)*** RESIDENTIAL MAX. DAY GPM AVERAGE DAY GPM (170 GALLONS PER DAY PER PERSON) POPULATION (RES.) 2.17 PEOPLE PER D.U. Acres of Commercial Lots AVERAGE DAY DEMAND GPM (1,285 GAL PER ACRE PER DAY)** MAX DAY DEMAND (2,635 GAL PER ACRE PER DAY)** HYDRAULIC ANALYSIS The water distribution model was created using WaterCAD Version 10.03.02.75 for demand forecasting and describing domestic and fire protection requirements. The WaterCAD analysis is enclosed at the end of the report analyzing the 8-inch and 12-inch water main extensions installed with this project. The connection to the existing system was modeled as a pump using hydrant curves obtained from the City of Bozeman Water Department. Curves were modeled for the following hydrants: hydrant #2680 located at the intersection of Alder Creek Drive and S. 15th Avenue and hydrant #2146 located at the southern terminus of S. 11th Avenue. This data was used to develop the pump curve used at the connection point to model the existing system. In the model, the pump is connected to a reservoir which acts as a source of water. The elevation of the reservoir is fixed at the elevation of the pump, which is also equivalent to the elevation of the tie-in point. The reservoir does not create any head on the system; the head is generated entirely by the pumps. The input data and the pump curves are included at the end of the report. The pump curve table includes all calculations and equations used in determining flow characteristics at the connection point. A C-factor of 130 was chosen for ductile iron class 51 pipe. The system was modelled as a steady state hydraulic flow simulation. CONCLUSION The 8-inch class 51 ductile iron water main does provide adequate capacity with regards to the Peak Hour Demands. The flows and pressures within the system for the Peak Hour Demands were generated with the WaterCAD program and can be found at the end of the report. The capacity of the system to meet fire flow requirements was tested by running a steady state fire flow analysis for all junctions at fire hydrant locations. The model shows that the new hydrant junctions satisfies fire flow constraints (residual pressure > 20 psi, flow rate > 1500 gpm), while providing service to the proposed lots at peak hour. The results of the analysis at peak hourly flow are included in Appendix B. APPENDIX A Demand Junction Map APPENDIX B WaterCAD Output Results Scenario: Base P-12(1) P-15(2) P-12(2) P-15(1)P-14(2) P-5(1) P-38(1) P-30(2) P-43(1)(1) P-38(2) P-37(2) P-30(1) P-7(1) P-53 P-52 P-14(1) P-5(2) P-47 P-44 P-37(1) P-42 P-41P-40 P-43(1)(2) P-32 P-31 P-8(2)P-8(1)P-7(2) P-1(2)P-1(1) P-120 P-119 P-118 P-117 P-116 P-115P-114 P-113 P-112P-111P-110 P-95 P-94 P-93P-92P-89P-88 P-43(2) J-98HYD 13 J-96 HYD 12 J-94HYD 11 DJ 13 J-91HYD 10J-89HYD 9 DJ 11 J-87HYD 8 J-85HYD 7HYD 6 DJ 8 J-82HYD 5 J-80 HYD 4 DJ 10 J-78 HYD 3 DJ 9 J-76 HYD 2 J-74HYD 1 DJ 6 J-72 DJ 5 DJ 4DJ 3DJ 2 DJ 1 J-70 J-69 J-141 DJ 22 HYD 33 DJ 7 J-137 HYD 32 DJ 30 J-63 J-62 J-139 J-43 J-42 J-41 J-40 J-39 J-38 J-37 J-36 J-35 J-33 J-32 J-31 J-30 J-23 J-22 J-21 J-20 J-19J-18J-17J-16 J-15 J-14 J-13 J-12 J-11 J-10 J-9 J-8J-7 J-6 J-5 J-4 J-3 J-107HYD 18 DJ 12 J-103HYD 16 HYDRANT 2680 HYDRANT 2146 R-2 R-3 Color Coding Legend Pipe: Diameter (in) <= 6.0 <= 8.0 <= 12.0 <= 16.0 Other Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Scenario: Base P-81(1)P-64(2)P-64(1) P-26(2) P-71(2)P-75(1)P-77(2)(2)P-77(1)P-78(1) P-20(2) P-24(1) P-74(2) P-78(2)(2) P-20(1) P-81(2)(2) P-28(2) P-81(2)(1) P-26(1) P-69(2)P-62(2)P-28(1) P-24(2)(1) P-77(2)(1)P-75(2)(2)P-75(2)(1)P-78(2)(1) P-58(2) P-71(1)(2)P-71(1)(1) P-24(2)(2) P-66(2)(1) P-74(1) P-84 P-69(1) P-66(2)(2) P-58(1)P-68P-62(1) P-53 P-52 P-124P-123 P-121 P-116 P-115P-114 P-109 P-108 P-107 P-99 P-98 P-97 P-96 P-95 P-66(1) J-98HYD 13 DJ 16 DJ 21 J-96HYD 12 DJ 20 DJ 19 DJ 17 DJ 15 DJ 6 J-70 DJ 26 DJ 18 DJ 29 HYD 34 DJ 22 J-142 HYD 30 HYD 29 J-130 J-144 HYD 31 HYD 28 HYD 24 J-127HYD 27 J-137 HYD 32 J-125 DJ 30 J-129 J-116 HYD 22 J-133 J-119 HYD 23 J-123 HYD 25 J-117 HYD 26 J-135 J-60J-59J-58 J-57J-56 DJ 31 J-54 J-53 J-52 J-51 J-50 J-49 J-48 J-47 J-46J-45 J-44 J-43 J-42 J-41 J-121 J-32 J-31 J-30 J-29J-28J-27J-26 J-25 J-24 J-2 HYD 21 J-113HYD 20 DJ 23 DJ 28 J-111 HYD 19 J-109HYD 18 DJ 25 DJ 32 J-107HYD 18 DJ 24 J-105HYD 17 DJ 14 J-103HYD 16 HYD 15 DJ 27 J-100HYD 14 Color Coding Legend Pipe: Diameter (in) <= 6.0 <= 8.0 <= 12.0 <= 16.0 Other Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Scenario Summary Report Scenario: Base Scenario Summary 1ID BaseLabel Notes Base Active TopologyActive Topology Base PhysicalPhysical Base DemandDemand Base Initial SettingsInitial Settings Base OperationalOperational Base AgeAge Base ConstituentConstituent Base TraceTrace Base Fire FlowFire Flow Base Energy CostEnergy Cost Base TransientTransient Base Pressure Dependent DemandPressure Dependent Demand Base Failure HistoryFailure History Base SCADASCADA Base User Data ExtensionsUser Data Extensions Base Calculation OptionsSteady State/EPS Solver Calculation Options Base Calculation OptionsTransient Solver Calculation Options Hydraulic Summary Steady StateTime Analysis Type TrueUse simple controls during steady state? Hazen-WilliamsFriction Method FalseIs EPS Snapshot? 0.001Accuracy 12:00:00 AMStart Time 40Trials Fire FlowCalculation Type Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Base Fire Flow Report Base Fire Flow gpm1,500Fire Flow (Needed)NoneFire Flow Auxiliary Results Type gpm3,500Fire Flow (Upper Limit) ft/s(N/A)Velocity (Upper Limit) psi20Pressure (Residual Lower Limit)psi(N/A)Pressure (System Lower Limit) psi20Pressure (Zone Lower Limit) ft/s0.00Pipe Velocity Greater Than FalseUse Minimum System Pressure Constraint? psi0Node Pressure Less Than FalseUse Velocity Constraint? All PipesPipe Set FalseUse Pipe Velocity Greater Than? HydrantsFire Flow Nodes FalseUse Node Pressure Less Than?NoneFire Flow Auxiliary Results Type Adding to Baseline Demand Apply Fire Flows By HydrantsAuxiliary Output Selection Set 13: Base Fire Flow, Junction and Hydrant Alternative Report Pressure (System Lower Limit)(psi) Pressure (Zone Lower Limit)(psi) Pressure (Residual Lower Limit)(psi) Fire Flow (Upper Limit)(gpm) Fire Flow (Needed)(gpm) Velocity (Upper Limit)(ft/s) Specify Local Fire Flow Constraints? LabelID* (N/A)20203,5001,500(N/A)FalseHYD 1190True (N/A)20203,5001,500(N/A)FalseHYD 2194True (N/A)20203,5001,500(N/A)FalseHYD 3198True (N/A)20203,5001,500(N/A)FalseHYD 4202True (N/A)20203,5001,500(N/A)FalseHYD 5206True (N/A)20203,5001,500(N/A)FalseHYD 6210True (N/A)20203,5001,500(N/A)FalseHYD 7211True (N/A)20203,5001,500(N/A)FalseHYD 8215True (N/A)20203,5001,500(N/A)FalseHYD 9219True (N/A)20203,5001,500(N/A)FalseHYD 10223True (N/A)20203,5001,500(N/A)FalseHYD 11227True Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Base Fire Flow Report 13: Base Fire Flow, Junction and Hydrant Alternative Report Pressure (System Lower Limit)(psi) Pressure (Zone Lower Limit)(psi) Pressure (Residual Lower Limit)(psi) Fire Flow (Upper Limit)(gpm) Fire Flow (Needed)(gpm) Velocity (Upper Limit)(ft/s) Specify Local Fire Flow Constraints? LabelID* (N/A)20203,5001,500(N/A)FalseHYD 12232True (N/A)20203,5001,500(N/A)FalseHYD 13236True (N/A)20203,5001,500(N/A)FalseHYD 14240True (N/A)20203,5001,500(N/A)FalseHYD 15244True (N/A)20203,5001,500(N/A)FalseHYD 16245True (N/A)20203,5001,500(N/A)FalseHYD 17249True (N/A)20203,5001,500(N/A)FalseHYD 18253True (N/A)20203,5001,500(N/A)FalseHYD 18257True (N/A)20203,5001,500(N/A)FalseHYD 19261True (N/A)20203,5001,500(N/A)FalseHYD 20265True (N/A)20203,5001,500(N/A)FalseHYD 21269True (N/A)20203,5001,500(N/A)FalseHYD 22270True (N/A)20203,5001,500(N/A)FalseHYD 23277True (N/A)20203,5001,500(N/A)FalseHYD 24281True (N/A)20203,5001,500(N/A)FalseHYD 25285True (N/A)20203,5001,500(N/A)FalseHYD 26289True (N/A)20203,5001,500(N/A)FalseHYD 27293True (N/A)20203,5001,500(N/A)FalseHYD 28297True (N/A)20203,5001,500(N/A)FalseHYD 29304True (N/A)20203,5001,500(N/A)FalseHYD 30305True (N/A)20203,5001,500(N/A)FalseHYD 31309True (N/A)20203,5001,500(N/A)FalseHYD 32313True (N/A)20203,5001,500(N/A)FalseHYD 33322True (N/A)20203,5001,500(N/A)FalseHYD 34329True Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pump Table Pump Head (ft) Flow (Total) (gpm) Hydraulic Grade (Discharge) (ft) Hydraulic Grade (Suction) (ft) Status (Initial)Pump DefinitionElevation (ft) LabelID 111.46545,110.824,999.36OnHYD 26804,999.36HYDRANT 2680512 109.245235,110.955,001.71OnHYD 21465,001.71HYDRANT 2146517 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Pump Definition Detailed Report: HYD 2146 Element Details 528ID Notes HYD 2146Label Pump Curve Head (ft) Flow (gpm) 111.300 110.72200 110.05400 109.29600 108.46800 107.581,000 106.641,200 105.671,400 104.701,600 103.711,800 102.602,000 101.402,200 100.112,400 98.752,600 97.292,800 95.773,000 94.153,200 92.473,400 90.723,600 88.893,800 87.004,000 85.044,200 83.014,400 80.884,600 78.724,800 76.485,000 74.175,200 Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Pump Definition Detailed Report: HYD 2146 Pump Curve Head(ft)Flow(gpm) 71.795,400 69.375,600 66.855,800 64.276,000 61.646,200 58.946,400 56.176,600 53.336,800 50.457,000 47.477,200 44.457,400 41.337,600 38.177,800 34.968,000 31.668,200 28.298,400 24.888,600 21.398,800 17.849,000 14.249,200 10.579,400 6.839,600 3.059,800 Pump Efficiency Type Best Efficiency Point Pump Efficiency Type %100.0Motor Efficiency %100.0BEP Efficiency FalseIs Variable Speed Drive? gpm0BEP Flow Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Pump Definition Detailed Report: HYD 2146 Transient (Physical) lb·ft²0.000Inertia (Pump and Motor) SI=25, US=1280Specific Speed rpm0Speed (Full) TrueReverse Spin Allowed? Graph Head (ft)125.00 112.50 100.00 87.50 75.00 62.50 50.00 37.50 25.00 12.50 0.00 Pump Efficiency (%)120.0 100.0 80.0 60.0 40.0 20.0 0.0 Flow (gpm) 8,7507,5006,2505,0003,7502,5001,2500 Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Pump Definition Detailed Report: HYD 2680 Element Details 513ID Notes HYD 2680Label Pump Curve Head (ft) Flow (gpm) 112.040 111.28200 110.03400 108.35600 106.22800 103.711,000 100.801,200 97.551,400 93.921,600 89.931,800 85.622,000 81.002,200 76.042,400 70.732,600 65.082,800 59.083,000 52.713,200 46.043,400 39.023,600 31.663,800 24.004,000 16.024,200 7.684,400 Pump Efficiency Type Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Pump Definition Detailed Report: HYD 2680 Pump Efficiency Type Best Efficiency PointPump Efficiency Type %100.0Motor Efficiency %100.0BEP Efficiency FalseIs Variable Speed Drive? gpm0BEP Flow Transient (Physical) lb·ft²0.000Inertia (Pump and Motor) SI=25, US=1280Specific Speed rpm0Speed (Full) TrueReverse Spin Allowed? Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Pump Definition Detailed Report: HYD 2680 Graph Head (ft)125.00 112.50 100.00 87.50 75.00 62.50 50.00 37.50 25.00 12.50 0.00 Pump Efficiency (%)120.0 100.0 80.0 60.0 40.0 20.0 0.0 Flow (gpm) 4,5004,0003,5003,0002,5002,0001,5001,0005000 Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Fire Flow Node FlexTable: Fire Flow Report Pressure (Calculated Residual @ Total Flow Needed) (psi) Junction w/ Minimum Pressure (System) Junction w/ Minimum Pressure (Zone) Pressure (Residual Lower Limit) (psi) Flow (Total Available) (gpm) Fire Flow (Available) (gpm) Fire Flow (Needed) (gpm) Satisfies Fire Flow Constraints? Label 41HYDRANT 2146J-54203,5003,5001,500TrueHYD 1 42HYDRANT 2146J-54203,5003,5001,500TrueHYD 2 42HYDRANT 2146J-54203,5003,5001,500TrueHYD 3 40HYDRANT 2146J-54203,5003,5001,500TrueHYD 4 39HYDRANT 2146J-54203,5003,5001,500TrueHYD 5 39HYDRANT 2146J-54203,5003,5001,500TrueHYD 6 40HYDRANT 2146J-54203,5003,5001,500TrueHYD 7 42HYDRANT 2146J-54203,5003,5001,500TrueHYD 8 44HYDRANT 2146J-54203,5003,5001,500TrueHYD 9 42HYDRANT 2146J-54203,5003,5001,500TrueHYD 10 41HYDRANT 2146J-54203,5003,5001,500TrueHYD 11 39HYDRANT 2146J-54203,5003,5001,500TrueHYD 12 37HYDRANT 2146J-98203,5003,5001,500TrueHYD 13 36HYDRANT 2146J-54203,5003,5001,500TrueHYD 14 36HYDRANT 2146J-54203,5003,5001,500TrueHYD 15 37HYDRANT 2146J-103203,5003,5001,500TrueHYD 16 Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Fire Flow Node FlexTable: Fire Flow Report Pressure (Calculated Residual @ Total Flow Needed) (psi) Junction w/ Minimum Pressure (System) Junction w/ Minimum Pressure (Zone) Pressure (Residual Lower Limit) (psi) Flow (Total Available) (gpm) Fire Flow (Available) (gpm) Fire Flow (Needed) (gpm) Satisfies Fire Flow Constraints? Label 35HYDRANT 2146J-54203,5003,5001,500TrueHYD 17 36HYDRANT 2146J-107203,5003,5001,500TrueHYD 18 35HYDRANT 2146J-54203,5003,5001,500TrueHYD 18 33HYDRANT 2146J-54203,1943,1941,500TrueHYD 19 33HYDRANT 2146J-54203,3683,3681,500TrueHYD 20 30HYDRANT 2146J-116202,8422,8421,500TrueHYD 21 30HYDRANT 2146J-54202,6002,6001,500TrueHYD 22 21HYDRANT 2146J-54201,5811,5811,500TrueHYD 23 31HYDRANT 2146J-121203,0623,0621,500TrueHYD 24 31HYDRANT 2146J-123203,0833,0831,500TrueHYD 25 32HYDRANT 2146J-125203,3193,3191,500TrueHYD 26 31HYDRANT 2146J-127202,8992,8991,500TrueHYD 27 34HYDRANT 2146J-127203,4703,4701,500TrueHYD 28 34HYDRANT 2146J-130203,5003,5001,500TrueHYD 29 37HYDRANT 2146J-54203,5003,5001,500TrueHYD 30 37HYDRANT 2146J-54203,5003,5001,500TrueHYD 31 Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg Fire Flow Node FlexTable: Fire Flow Report Pressure (Calculated Residual @ Total Flow Needed) (psi) Junction w/ Minimum Pressure (System) Junction w/ Minimum Pressure (Zone) Pressure (Residual Lower Limit) (psi) Flow (Total Available) (gpm) Fire Flow (Available) (gpm) Fire Flow (Needed) (gpm) Satisfies Fire Flow Constraints? Label 38HYDRANT 2146J-54203,5003,5001,500TrueHYD 32 40HYDRANT 2146DJ 7203,5003,5001,500TrueHYD 33 32HYDRANT 2146J-144203,0793,0791,500TrueHYD 34 Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Junction Table Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Elevation (ft) LabelID 435,110.76215,012.15DJ 1412 465,110.7895,003.53DJ 2415 475,110.7995,002.52DJ 3418 475,110.8155,003.30DJ 4421 475,110.88105,003.25DJ 5424 435,110.8695,010.66DJ 6427 455,110.91235,007.41DJ 7317 465,110.80155,004.68DJ 8433 465,110.7955,004.85DJ 9436 465,110.7855,005.51DJ 10439 435,110.77255,011.28DJ 11442 435,110.78255,010.41DJ 12445 445,110.79315,010.17DJ 13448 395,110.79225,019.78DJ 14455 405,110.81175,019.41DJ 15430 415,110.8355,017.21DJ 16458 395,110.8385,020.33DJ 17461 365,110.8245,027.64DJ 18464 385,110.8275,023.00DJ 19467 385,110.79265,022.41DJ 20470 365,110.76945,028.55DJ 21473 415,110.77425,016.08DJ 22500 395,110.7895,020.65DJ 23503 395,110.77165,021.45DJ 24491 365,110.7755,026.84DJ 25479 355,110.7755,029.04DJ 26476 355,110.7795,029.26DJ 27482 375,110.7795,024.58DJ 28485 385,110.77165,021.88DJ 29488 415,110.76525,016.59DJ 30497 385,110.77315,023.46DJ 3184 355,110.7695,030.23DJ 32494 465,110.7805,003.98HYD 1190 Page 1 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Junction Table Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Elevation (ft) LabelID 475,110.7805,003.24HYD 2194 465,110.7805,005.44HYD 3198 455,110.7705,006.53HYD 4202 435,110.7705,010.70HYD 5206 445,110.7705,010.14HYD 6210 445,110.7905,008.93HYD 7211 465,110.7905,004.48HYD 8215 475,110.8005,002.11HYD 9219 465,110.8205,005.59HYD 10223 455,110.8105,007.00HYD 11227 435,110.8105,011.80HYD 12232 415,110.8005,015.48HYD 13236 395,110.8005,020.18HYD 14240 405,110.7905,018.61HYD 15244 425,110.7905,014.61HYD 16245 385,110.7805,022.05HYD 17249 405,110.7705,017.67HYD 18253 395,110.7805,019.97HYD 18257 385,110.7705,023.31HYD 19261 375,110.7705,025.44HYD 20265 355,110.7705,030.40HYD 21269 365,110.7705,028.47HYD 22270 345,110.7605,031.88HYD 23277 365,110.7705,028.15HYD 24281 355,110.7905,029.12HYD 25285 365,110.8205,027.10HYD 26289 365,110.8205,027.16HYD 27293 395,110.8205,021.38HYD 28297 385,110.8205,023.40HYD 29304 415,110.8405,016.46HYD 30305 405,110.8205,017.60HYD 31309 425,110.8305,013.34HYD 32313 455,110.9205,007.42HYD 33322 Page 2 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Junction Table Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Elevation (ft) LabelID 375,110.7905,024.59HYD 34329 395,110.7805,020.26J-231 435,110.7705,011.02J-332 425,110.7605,013.26J-433 455,110.7805,005.78J-534 475,110.7805,001.24J-635 465,110.7805,003.69J-736 475,110.8105,001.46J-837 485,110.8204,999.36J-938 465,110.8205,005.12J-1039 475,110.8205,003.01J-1140 455,110.8105,006.06J-1241 475,110.8005,003.24J-1342 465,110.7905,004.49J-1443 465,110.7805,005.23J-1544 435,110.7705,011.55J-1645 445,110.7905,009.30J-1746 435,110.8005,010.55J-1847 435,110.8005,010.90J-1948 435,110.8105,011.62J-2049 445,110.8105,009.90J-2150 445,110.8105,008.48J-2251 455,110.8105,007.07J-2352 375,110.7705,025.79J-2453 355,110.7905,029.20J-2554 385,110.7805,022.37J-2655 405,110.7905,018.99J-2756 395,110.8005,020.60J-2857 405,110.8205,018.43J-2958 415,110.8005,016.96J-3059 415,110.8105,014.91J-3160 425,110.8105,013.10J-3261 465,110.8505,004.09J-3362 Page 3 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Junction Table Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Elevation (ft) LabelID 475,110.9205,002.46J-3564 475,110.9405,001.71J-3665 455,110.9005,007.72J-3766 455,110.8905,007.97J-3867 445,110.8805,008.92J-3968 445,110.8705,009.87J-4069 425,110.8305,012.64J-4170 425,110.8305,013.04J-4271 415,110.8305,015.03J-4372 405,110.8205,017.62J-4473 415,110.8405,016.33J-4574 415,110.8405,016.44J-4675 395,110.8205,021.74J-4776 385,110.8205,023.82J-4877 365,110.8205,027.30J-4978 365,110.8205,027.89J-5079 365,110.7705,027.89J-5180 355,110.7705,030.41J-5281 365,110.7705,028.25J-5382 345,110.7605,032.26J-5483 365,110.7705,027.68J-5685 375,110.7705,025.96J-5786 395,110.7705,021.04J-5887 385,110.7705,022.71J-5988 395,110.7805,020.43J-6089 465,110.7805,003.37J-6291 465,110.8705,003.61J-6392 465,110.8305,004.57J-69137 435,110.8305,012.29J-70150 465,110.7805,003.81J-72187 465,110.7805,003.97J-74191 455,110.7805,005.99J-76195 455,110.7705,006.41J-78199 Page 4 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Junction Table Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Elevation (ft) LabelID 435,110.7705,010.56J-80203 435,110.7705,011.00J-82207 445,110.7905,008.88J-85212 465,110.7905,005.07J-87216 475,110.8005,001.97J-89220 465,110.8205,005.39J-91224 455,110.8105,006.99J-94229 435,110.8105,012.06J-96233 415,110.8005,015.84J-98237 395,110.8005,020.15J-100241 415,110.7905,014.92J-103246 385,110.7805,021.96J-105250 405,110.7705,017.81J-107254 395,110.7805,019.91J-109258 385,110.7705,023.67J-111262 375,110.7705,025.31J-113266 355,110.7705,030.17J-116271 365,110.7705,028.44J-117274 345,110.7605,031.92J-119278 365,110.7705,028.04J-121282 355,110.7905,028.98J-123286 365,110.8205,027.39J-125290 365,110.8205,027.19J-127294 395,110.8205,021.34J-129298 385,110.8205,023.51J-130301 405,110.8405,017.44J-133306 405,110.8205,017.89J-135310 425,110.8305,013.22J-137314 475,110.9205,002.49J-139318 455,110.9205,006.48J-141323 405,110.7905,018.62J-142326 375,110.7905,025.21J-144330 Page 5 of 527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.0000.000130.06.0J-72HYD 115P-88333 0.0000.000130.06.0J-74HYD 211P-89334 0.0000.000130.06.0J-89HYD 915P-92338 0.0000.000130.06.0J-91HYD 1015P-93339 0.0000.000130.06.0J-141HYD 335P-94340 0.0000.000130.06.0J-137HYD 3217P-95341 0.0000.000130.06.0J-135HYD 3110P-96342 0.0000.000130.06.0J-133HYD 3015P-97343 0.0000.000130.06.0J-129HYD 2815P-98344 0.0000.000130.06.0J-127HYD 2715P-99345 0.0000.000130.06.0J-125HYD 2615P-100346 0.0000.000130.06.0J-123HYD 2515P-101347 0.0000.000130.06.0J-121HYD 2415P-102348 0.0000.000130.06.0J-116HYD 2115P-103349 0.0000.000130.06.0J-117HYD 2215P-104350 0.0000.000130.06.0J-119HYD 2315P-105351 0.0000.000130.06.0J-111HYD 1915P-106352 0.0000.000130.06.0J-113HYD 2015P-107354 0.0000.000130.06.0J-105HYD 1715P-108355 0.0000.000130.06.0J-109HYD 1815P-109356 0.0000.000130.06.0J-80HYD 515P-110357 0.0000.000130.06.0J-82HYD 615P-111358 0.0000.000130.06.0J-85HYD 715P-112359 0.0000.000130.06.0J-96HYD 1215P-113360 0.0000.000130.06.0J-103HYD 1611P-114361 0.0000.000130.06.0J-98HYD 1311P-115362 0.0000.000130.06.0J-107HYD 1812P-116363 0.0000.000130.06.0J-94HYD 1112P-117364 0.0000.000130.06.0J-87HYD 810P-118365 0.0000.000130.06.0J-76HYD 310P-119366 0.0000.000130.06.0J-78HYD 416P-120367 0.0000.000130.06.0J-144HYD 3415P-121368 0.0000.000130.06.0J-130HYD 2915P-122369 Page 1 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.0000.000130.06.0J-142HYD 1515P-123410 0.0000.000130.06.0J-100HYD 1415P-124411 0.3900.000130.08.0J-6J-62124P-497 0.3900.34-54130.08.0J-9J-8125P-9103 0.7400.3453130.08.0J-14J-1380P-11105 0.0000.2438130.08.0J-59J-26138P-19114 0.0000.22-35130.08.0J-2J-58136P-21116 0.3500.2133130.08.0DJ 31J-58190P-23119 0.0000.33-51130.08.0J-27J-60138P-27123 0.0000.31-48130.08.0J-19J-1869P-31128 0.3900.31-48130.08.0J-20J-1991P-32129 0.0000.11-18130.08.0J-21J-20124P-33130 0.0000.11-18130.08.0J-22J-21111P-34131 0.0000.11-18130.08.0J-23J-22111P-35132 0.0000.000130.08.0J-11J-10124P-39136 0.0000.54-85130.08.0J-69J-1060P-40138 0.0000.54-85130.08.0J-33J-6988P-41139 0.0000.54-85130.08.0J-63J-3388P-42140 0.4000.75-118130.08.0J-36J-3558P-44142 0.0000.5282130.08.0J-38J-3728P-47145 0.2000.5282130.08.0J-39J-3869P-48146 0.0000.5282130.08.0J-40J-3969P-49147 0.0000.1727130.08.0J-42J-4133P-51149 0.7400.2946130.08.0J-70J-4135P-52151 0.0500.2946130.08.0J-20J-70367P-53152 0.0000.1016130.08.0J-31J-32114P-55154 0.0000.17-27130.08.0J-43J-44168P-60159 0.3500.25-40130.08.0J-45J-4665P-68167 0.0000.14-22130.08.0J-57J-51146P-72171 0.0000.19-29130.08.0J-60J-57372P-73172 0.7000.06-9130.08.0DJ 31J-53330P-76175 0.0000.10-16130.08.0J-56J-52148P-79179 0.0000.09-14130.08.0J-24J-56180P-80180 Page 2 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.7400.09-13130.08.0J-72J-5180P-3(1)188 0.3500.09-13130.08.0J-62J-7240P-3(2)189 0.7400.10-16130.08.0J-74J-15180P-6(1)192 0.3500.10-16130.08.0J-7J-7440P-6(2)193 0.8900.1625130.08.0J-76J-1541P-13(1)196 0.7400.18-28130.08.0J-5J-7841P-2(2)201 0.7400.18-28130.08.0J-80J-329P-2(1)(1)204 0.3500.18-28130.08.0J-78J-80267P-2(1) (2)205 0.3500.1625130.08.0J-82J-76267P-13(2)(1)208 0.7400.1625130.08.0J-16J-8229P-13(2) (2)209 0.7400.13-20130.08.0J-85J-1729P-16(1)213 0.3500.13-20130.08.0J-87J-85267P-16(2) (1)217 0.7400.13-20130.08.0J-14J-8740P-16(2) (2)218 0.5000.2235130.08.0J-89J-840P-10(1)221 0.3500.2235130.08.0J-13J-89100P-10(2)222 0.3500.33-51130.08.0J-91J-1299P-86(1)225 0.0000.33-51130.08.0J-10J-9140P-86(2)226 0.3500.11-18130.08.0J-94J-2311P-36(1)230 0.3500.11-18130.08.0J-12J-94134P-36(2)231 0.0000.1016130.08.0J-96J-2048P-54(1)234 0.0000.1016130.08.0J-32J-96115P-54(2)235 0.0000.1016130.08.0J-98J-3152P-56(1)238 0.3500.1016130.08.0J-30J-9862P-56(2)239 0.0000.1016130.08.0J-100J-30169P-57(1)242 0.7400.1016130.08.0J-28J-10024P-57(2)243 0.3900.035130.08.0J-17J-103358P-29(2)248 0.7400.1828130.08.0J-105J-2624P-18(1)251 Page 3 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.3500.1828130.08.0J-107J-105237P-18(2) (1)255 0.7400.2640130.08.0J-109J-223P-22(1)259 0.7400.04-6130.08.0J-111DJ 3140P-24(1)263 0.7400.19-30130.08.0J-113J-2430P-25(1)267 0.0000.19-30130.08.0J-59J-113160P-25(2)268 0.7400.047130.08.0J-116J-5241P-78(1)272 0.7400.000130.08.0J-117J-5341P-77(1)275 0.0000.000130.08.0J-119J-5437P-75(1)279 0.7400.15-23130.08.0J-51J-12141P-71(2)284 0.7400.34-53130.08.0J-123J-2541P-64(1)287 0.5000.34-53130.08.0J-49J-123310P-64(2)288 0.0000.07-12130.08.0J-125J-4961P-81(1)291 0.7400.10-15130.08.0J-127J-5029P-82(1)295 0.0000.10-15130.08.0J-47J-127231P-82(2)296 0.0000.20-32130.08.0J-129J-4730P-67(1)299 0.7400.06-10130.08.0J-130J-4861P-66(1)302 0.3900.25-40130.08.0J-46J-13374P-67(2) (2)308 0.7400.17-27130.08.0J-135J-2925P-59(1)311 0.0000.17-27130.08.0J-44J-13512P-59(2)312 0.3500.17-27130.08.0J-137J-43153P-61(1)315 0.3900.17-27130.08.0J-42J-13715P-61(2)316 0.0000.75-118130.08.0J-35J-1395P-43(2)320 0.0000.15-23130.08.0J-141DJ 731P-87(1)324 0.3500.15-23130.08.0J-139J-141134P-87(2)325 0.7400.035130.08.0J-142J-2724P-29(1) (1)327 0.3500.035130.08.0J-103J-142235P-29(1)(2)328 0.7000.1118130.08.0J-25J-144305P-63(2)332 0.0000.000130.08.0DJ 1J-4211P-1(1)413 0.5000.13-21130.08.0J-3DJ 1213P-1(2)414 Page 4 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.3900.1423130.08.0DJ 2J-7220P-7(1)416 0.0000.0913130.08.0J-62DJ 2230P-7(2)417 0.0000.25-39130.08.0DJ 3J-7219P-8(1)419 0.0000.31-48130.08.0J-8DJ 3199P-8(2)420 0.0000.19-29130.08.0DJ 4J-8294P-38(1)422 0.5000.22-34130.08.0J-10DJ 4290P-38(2)423 0.0000.54-85130.08.0DJ 5J-6367P-43(1)(1)425 0.3500.61-95130.08.0J-139DJ 5144P-43(1) (2)426 0.0000.5282130.08.0DJ 6J-4062P-50(1)428 0.3900.4672130.08.0J-41DJ 6156P-50(2)429 0.0000.2133130.08.0DJ 8J-12286P-37(1)434 0.0000.1118130.08.0J-13DJ 8298P-37(2)435 0.0000.2133130.08.0DJ 9J-14206P-12(1)437 0.0000.1828130.08.0J-15DJ 9212P-12(2)438 0.0000.09-15130.08.0DJ 10J-5220P-5(1)440 0.0000.12-19130.08.0J-15DJ 10230P-5(2)441 0.5000.1929130.08.0DJ 11J-16228P-14(1)443 0.7400.034130.08.0J-3DJ 11222P-14(2)444 0.0000.12-18130.08.0DJ 12J-16211P-15(1)446 0.8900.27-43130.08.0J-17DJ 12207P-15(2)447 0.3900.11-17130.08.0DJ 13J-17230P-30(1)449 0.0000.31-48130.08.0J-18DJ 13102P-30(2)450 0.3500.20-32130.08.0DJ 17J-12975P-67(2) (1)(1)462 0.0000.25-40130.08.0J-133DJ 17215P-67(2)(1)(2)463 0.0000.07-12130.08.0DJ 18J-125174P-81(2) (1)465 0.3500.10-15130.08.0J-50DJ 18179P-81(2) (2)466 Page 5 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.0000.06-10130.08.0DJ 19J-130102P-66(2) (1)468 0.3500.10-16130.08.0J-47DJ 19250P-66(2) (2)469 0.0000.2844130.08.0DJ 20J-28138P-63(1)(1)471 0.3500.1118130.08.0J-144DJ 20213P-63(1) (2)472 0.7000.4571130.08.0DJ 21J-25179P-71(1) (1)474 0.0000.15-23130.08.0J-121DJ 21141P-71(1) (2)475 0.0000.047130.08.0DJ 26J-116186P-78(2) (1)477 0.3500.011130.08.0J-51DJ 26192P-78(2)(2)478 0.0000.01-2130.08.0DJ 25J-56205P-74(1)480 0.0000.05-7130.08.0J-57DJ 25213P-74(2)481 0.0000.000130.08.0DJ 27J-117170P-77(2) (1)483 0.3500.06-10130.08.0J-52DJ 27240P-77(2) (2)484 0.7000.04-6130.08.0DJ 28J-111175P-24(2) (1)486 0.7000.10-16130.08.0J-24DJ 28234P-24(2) (2)487 0.3500.0914130.08.0DJ 29J-59222P-20(1)489 0.0000.01-2130.08.0J-58DJ 29228P-20(2)490 0.0000.04-6130.08.0DJ 24J-59232P-26(1)492 0.7000.14-22130.08.0J-60DJ 24186P-26(2)493 0.0000.000130.08.0DJ 32J-119182P-75(2)(1)495 0.3500.06-9130.08.0J-53DJ 32212P-75(2) (2)496 Page 6 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg FlexTable: Pipe Table Minor Loss Coefficient (Derived) Velocity (ft/s) Flow (gpm) Hazen-Williams C Diameter (in) Stop Node Start Node Length (Scaled) (ft) LabelID 0.7000.2640130.08.0DJ 30J-109223P-22(2) (1)498 0.0000.08-12130.08.0J-3DJ 30375P-22(2) (2)499 0.0000.1828130.08.0DJ 22J-10799P-18(2)(2)(1)501 0.0000.09-14130.08.0J-16DJ 22259P-18(2) (2)(2)502 0.0000.3454130.08.0J-9HYDRANT 268016P-127514 0.3500.12-41130.012.0J-48J-49262P-65164 0.0000.0932130.012.0J-48J-29393P-70169 0.0000.65404130.016.0J-37J-36396P-46144 0.3500.12-75130.016.0J-26J-2450P-84184 0.3500.51323130.016.0J-45J-37665P-85185 0.0000.41-257130.016.0DJ 15J-28193P-58(1)431 0.5000.44-274130.016.0J-29DJ 15158P-58(2)432 0.5000.36229130.016.0DJ 14J-28183P-62(1)456 0.0000.33206130.016.0J-27DJ 14177P-62(2)457 0.3500.45283130.016.0DJ 16J-45146P-69(1)459 0.0000.44279130.016.0J-29DJ 16202P-69(2)460 0.5000.24150130.016.0DJ 23J-27205P-28(1)504 0.0000.22141130.016.0J-26DJ 23213P-28(2)505 0.0000.83523130.016.0J-36HYDRANT 214616P-129520 0.0000.0054130.09,999.0 HYDRANT 2680R-230P-128516 0.0000.00523130.09,999.0 HYDRA NT 2146 R-316P-131524 Page 7 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/12/2021 WaterCAD [10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterWaterModel.wtg