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Home My WebLink AboutWater Design Report BOZEMAN GATEWAY SUBDIVISION PHASE 5 - WATER SYSTEM WATER MAIN EXTENSION BASIS OF DESIGN REPORT February 2020 PREPARED BY: MMI #: 3638.009 1 Table of Contents 1 EXECUTIVE SUMMARY ...................................................................................................................... 2 2 GENERAL INFORMATION (DEQ 1.1.1) .............................................................................................. 2 3 EXTENT OF WATER WORKS SYSTEM, INCLUDING (DEQ 1.1.2): ................................................. 3 4 ALTERNATE PLANS (1.1.3) ................................................................................................................ 3 5 SITE CONDITIONS (1.1.4) ................................................................................................................... 3 6 WATER USE DATA, INCLUDING (1.1.5): ........................................................................................... 3 7 FLOW REQUIREMENTS (1.1.6) .......................................................................................................... 4 8 SOURCES OF WATER SUPPLY (1.1.7) ............................................................................................. 5 9 PROPOSED TREATMENT PROCESSES (1.1.8) ................................................................................ 5 10 SEWAGE SYSTEM AVAILABLE (1.1.9) ......................................................................................... 5 11 WASTE DISPOSAL (1.1.10) ............................................................................................................ 5 12 AUTOMATION (1.1.11) .................................................................................................................... 5 13 PROJECT SITES (1.1.12) ................................................................................................................ 5 14 FINANCING (1.1.13) ......................................................................................................................... 5 15 FUTURE EXTENSIONS (1.1.14) ...................................................................................................... 5 APPENDICES Appendix A Location Map Appendix B WaterCAD Layout Appendix C WaterCAD Results Prepared by: Morrison-Maierle, Inc. 2880 Technology Blvd. W. Bozeman, Montana 59771 Phone: (406) 587-0721 Fax: (406) 922-6702 Written By: CMS Checked By: JAU Approved By: JAU PROJECT NO.: N:\3638\009\Docs\Preliminary Plat Phase 5\5 - Additional Supplements\J. Water and sewer 2 Bozeman Gateway Subdivision – Phase 5 Water Distribution Design Report This section is a response to the requirements of the City of Bozeman Unified Development Ordinance, Section 38.220.060 and Section 38.410.090 relative to Water Supply and Fire Protection. 1 EXECUTIVE SUMMARY This report provides a basis for design of the proposed water distribution network for Phase 5 of the Bozeman Gateway. The water distribution system serving Phase 5 of the Bozeman Gateway development will be designed and installed in accordance with the Montana Department of Environmental Quality (MDEQ) Circular No. 1; Montana Public Works Standard Specifications (MPWSS); The City of Bozeman Modifications to MPWSS; City of Bozeman Water Facility Plan; and the City of Bozeman Fire Service Line Standard. The design report is to verify that there is adequate volume and pressure to supply domestic and fire service for all the buildings in the Bozeman Gateway Phase 5 development. The following design report follows the section numbering of Circular DEQ-1-Standards for Water Works, August 8, 2014 Section 1.1, Engineer’s Report. 2 GENERAL INFORMATION (DEQ 1.1.1) a. The Bozeman Gateway is located west of the existing Advanced Technology Park, with College Street and Huffine Lane along the north, the extension of Garfield Street along the South and Fowler Avenue along the west. This project is located within the City of Bozeman, Montana. See the vicinity map for location details. As a part of the original subdivision, an overall water plan was developed. The plan included extending approximately 441 feet of new 8 -inch Class 51 DIP water main line from Phase 1 west through Phase 5 along Technology Blvd West. Additionally, the 8- inch pipe will also be looped between Technology Blvd West and Fowler Avenue to adequately provide water services to Phase 5. The proposed buildings in Lot 1 and 2 will be serviced by a domestic water service and a fire service. This phase would also include (3) three new fire hydrant assemblies. b. The proposed water main infrastructure will be served by the City of Bozeman. c. Mitchell Development & Investments, LLC PO Box 738 Great Falls, MT 59718 d. System Owner City of Bozeman PO Box 1230 Bozeman, MT 3 3 EXTENT OF WATER WORKS SYSTEM, INCLUDING (DEQ 1.1.2): The water main extension is proposed to serve Phase 5 of the Bozeman Gateway development which includes a commercial lot of 3.38 acres in the B-2 zoning district. This water main extension will serve the buildout of the property. Adjacent phases are already served by existing water mains. 4 ALTERNATE PLANS (1.1.3) The alignment of the proposed main was chosen to meet the layout of the proposed development. Given the previously approved water main design, no alternate plans were considered. 5 SITE CONDITIONS (1.1.4) The proposed Bozeman Gateway Phase 5 is currently undeveloped agricultural land which slopes from south to north at approximately 1.25%. A site specific geotechnical report has been done for the Bozeman Gateway by NTL Engineering & Geoscience, Inc, January 16, 2003. The soils underlying the Bozeman Gateway Subdivision are similar to those found throughout Bozeman, typically dark colored loams underlain by gravel. Limitations to development are primarily depth to groundwater, bearing capacity, frost heave potential, shrink-swell potential and flooding. Engineering and common construction practices have proven that the limitations can be overcome successfully. 6 WATER USE DATA, INCLUDING (1.1.5): The water distribution system serving the proposed project will be designed and installed in accordance with the Montana Department of Environmental Quality (MDEQ) Circular No. 1; Montana Public Works Standard Specifications (MPWSS); the City of Bozeman Modifications to MPWSS; City of Bozeman Water Facility Plan; and the City of Bozeman Design Standards and Specifications Policy. The following section addresses the design capacity and flow requirements discussed in Section 8 of DEQ – 1. The capacity requirement for the water main extension is calculated as follows: Average Day Demand Commercial: 3.38 acres x 2000 gal/ac/day = 6,760gpd = 4.70gpm Irrigation demand for hotels is approximately 3,009 gal/acre/day based on Table 3.2: Estimated Irrigation Water Use in the Water Facility Plan Update, July 2017. As the specific use for Lot 2 has not been determined the irrigation rate of 1,377 gal/acre/day from Table 3.2 is used to estimate the irrigation required for a commercial building. Irrigation Demand for Lot 1 = 2.97 acres x 3,009 gal/ac/day = 8,936.73gpd = 6.2gpm Irrigation Demand for Lot 3 = 0.41 acres x 1,377 gal/ac/day = 564.57gpd = 0.39gpm Average Day Demand = 4.70gpm + 6.2gpm + 0.39gpm = 11.3gpm 4 Maximum Day Demand 2.3 x Average Day Demand = 2.3 x 11.3gpm = 26gpm Peak Hour Demand Max hour Flow = 3.0 x Avg. Day = 3.0 x 11.3gpm = 34gpm Fire Flow For the purpose of this report, we have conservatively assumed that 1,500gpm of fire flow will be required. The total water demand for the system includes the Maximum Daily Flow and the maximum required fire flow of 1,500gpm. The Maximum Daily Flow is calculated by multiplying the Average Daily Demand by a peaking factor of 2.3 as described above. Therefore, the following fire flow demand for Phase 4 is as follows: Total Fire Flow = 26gpm + 1,500gpm = 1,526gpm 7 FLOW REQUIREMENTS (1.1.6) Modeling Procedure Water modeling using the proposed water main locations has been input into WaterCAD V8i software to assess expected performance of the new distribution network. Water supply from the existing City water system has been modeled by a reservoir and pump at the intersection of Technology Blvd West and Harmon Stream Blvd and a reservoir and pump at the intersection of along West Garfield Street. Use of fire hydrant flow data and a reservoir/pump supply is a commonly used method to build a stand-alone model without reproducing the complete distribution system. The nearest hydrant test was done by City Water Department staff on 8/16/2019 on hydrants located in Bozeman Gateway to the east of Phase 5 at the intersection between Fowler and Garfield. The results are as follows: Flow/Test Hydrant #1912/#1913 – Pitot of 84psi @ 1540gpm on a 2.5” nozzle, Static of 100psi and Residual of 95psi The total water demand for the system includes the maximum daily demand and the required fire flow of 1,500gpm as determined by the Insurance Services Office (ISO) criteria. The maximum daily demand is calculated by multiplying the average daily demand by a peaking factor of 2.3. The minimum pressure used for pipe main sizing was 35-psi during normal uses and no less than 20-psi residual pressure during fire hydrant full flow condition at any supply node. A “C” of 130 is used for the Hazen Williams pipe roughness factor. Modeling Results The model’s results indicate that 8-inch distribution main for Phase 5 of the Bozeman Gateway development will supply the needed maximum daily demand including a minimum of 1500gpm fire flow while maintaining the required 20-psi residual pressure at all points within the modeled area. Pressure during peak day ranges from 100psi to 108psi. Available fire flow ranges from 2,494gpm to 3,500gpm. (See the WaterCAD model flow results located in the appendix at the end of this report for additional information). 5 8 SOURCES OF WATER SUPPLY (1.1.7) Water is supplied from City of Bozeman 9 PROPOSED TREATMENT PROCESSES (1.1.8) Non-applicable 10 SEWAGE SYSTEM AVAILABLE (1.1.9) The area is served by the City of Bozeman wastewater treatment facility 11 WASTE DISPOSAL (1.1.10) Non-applicable 12 AUTOMATION (1.1.11) Non-applicable 13 PROJECT SITES (1.1.12) The development is bounded to the east by Fowler Avenue, to the north by Huffine Lane and to the east and south by the State of Montana and Montana State University. The wastewater at the site will be conveyed to the City of Bozeman wastewater treatment facility. 14 FINANCING (1.1.13) Non-applicable 15 FUTURE EXTENSIONS (1.1.14) No future extension will be needed. Appendix A 11THSAVE19THNAVEDURSTON RD W COLLEGE ST MAIN STW 191 COTTONWOODINTERSTATE 90 PROJECT LOCATION HUFFINE LN W GARFIELD STSRDengineerssurveyorsplannersscientists 2880 Technology Boulevard West Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 VICINITY MAP SCALE:1" = 3000' Appendix B B L O C K 6 B L O C K 2 B L O C K 5WWWW WW W W W W W W W W W W W W W W W W WWWWWWWWW W WWWWW W W W WWWWWWWWWWWW WWW WWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW WWW W W W W W WWWJ-1 J-2 J-3 J-4P-1P-2J-5 P-3J-6 P-4P-5 R-1 PMP-1 P-6 J-8 J-9 J-10P-9J-11P-10J-12 J-13P-1 2 J-14P- 13 P-14 J-15 P-16P-17 J-16P-18J-17J-18P-19P-20P-21 J-20 P-23 J-21J-22 P-25 J-23 P-26P-27J-27 P-28P-29J-29 P-30J-32 P-33 J-34 P-36 J-35 P-37 J-36P-38 J-37P-39P-40P-41 P-42J-41 P-43J-42 P-46J-44P-48 J-46 P-49 P-50 J-48 P-51J-49 P-52H-1 H-2 H-3 100 200501000 SCALE IN FEET ##VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\WATERCADPROP.DWG PLOTTED BY:CELINE SAUCIER ON Feb/03/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1 Engineering Place Helena, MT 59602 406.442.3050 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY PUD - PHASE 5 PRELIMINARY PLAT 3638.009 MONTANA WATER CAD MODEL EX1 CMS CMS JAU 2/2020 # # BOZEMAN Appendix C Scenario Summary ReportScenario: Average DayScenario Summary1IDAverage DayLabelNotesBase Active TopologyActive TopologyBase PhysicalPhysicalBase DemandDemandBase Initial SettingsInitial SettingsBase OperationalOperationalBase AgeAgeBase ConstituentConstituentBase TraceTraceBase Fire FlowFire FlowBase Energy CostEnergy CostBase TransientTransientBase Pressure Dependent DemandPressure Dependent DemandBase Failure HistoryFailure HistoryBase SCADASCADABase User Data ExtensionsUser Data ExtensionsBase Calculation OptionsSteady State/EPS Solver Calculation OptionsBase Calculation OptionsTransient Solver Calculation OptionsHydraulic SummarySteady StateTime Analysis TypeTrueUse simple controls during steady state?Hazen-WilliamsFriction MethodFalseIs EPS Snapshot?0.010Accuracy12:00:00 AMStart Time40TrialsHydraulics OnlyCalculation TypePage 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/30/2020Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCADprop.wtg ID Label Demand (gpm) Hydraulic Grade (ft) 30 J-1 0 5,088.99 31 J-2 0 5,088.99 32 J-3 0 5,088.99 33 J-4 0 5,089.00 36 J-5 0 5,088.99 38 J-6 0 5,088.99 46 J-8 0 5,088.99 47 J-9 0 5,088.99 49 J-10 0 5,088.99 51 J-11 0 5,088.99 53 J-12 0 5,088.99 55 J-13 0 5,088.99 57 J-14 0 5,088.99 63 J-15 0 5,089.00 66 J-16 0 5,089.00 68 J-17 0 5,088.99 69 J-18 0 5,088.99 75 J-20 0 5,088.99 77 J-21 0 5,088.99 79 J-22 0 5,088.99 81 J-23 0 5,088.99 83 J-24 0 5,088.99 87 J-27 0 5,088.99 89 J-28 0 5,088.99 96 J-29 0 5,088.99 102 J-32 0 5,088.99 107 J-34 0 5,088.99 109 J-35 0 5,088.99 111 J-36 0 5,088.99 113 J-37 0 5,088.99 126 J-38 0 5,088.99 130 J-41 10 5,088.99 134 J-42 0 5,088.99 137 J-44 0 5,088.99 141 J-46 0 5,088.99 145 J-48 1 5,088.99 147 J-49 0 5,088.99 105 Average Daily: Junction Table Bozeman Gateway - Phase 5 107 106 106 105 105 105 106 106 106 106 105 105 105 105 105 105 105 105 103 101 100 108 108 106 108 107 107 106 105 104 4,847.00 Pressure (psi) 103 102 102 101 103 103 4,842.20 4,844.50 4,844.50 4,846.77 4,846.73 4,847.00 4,842.98 4,843.10 4,843.10 4,842.84 4,845.98 4,845.55 4,846.96 4,846.67 4,846.48 4,846.27 4,845.80 4,846.71 4,849.80 4,856.16 4,856.81 4,840.10 4,840.02 4,845.15 4,839.56 4,841.02 4,842.75 4,843.66 4,846.31 4,847.54 Elevation (ft) 4,850.50 4,852.75 4,853.27 4,855.92 4,851.93 4,850.77 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 34 P-1 J-3 8.0 Ductile Iron 130.0 0.07 35 P-2 J-2 8.0 Ductile Iron 130.0 0.07 37 P-3 J-2 8.0 Ductile Iron 130.0 0.07 39 P-4 J-5 8.0 Ductile Iron 130.0 0.07 40 P-5 J-6 8.0 Ductile Iron 130.0 0.07 43 P-6 R-1 6.0 Ductile Iron 130.0 0.13 50 P-9 J-9 8.0 Ductile Iron 130.0 0.00 52 P-10 J-10 8.0 Ductile Iron 130.0 0.00 56 P-12 J-12 8.0 Ductile Iron 130.0 0.04 58 P-13 J-13 8.0 Ductile Iron 130.0 0.04 59 P-14 J-14 8.0 Ductile Iron 130.0 0.04 64 P-16 PMP-1 6.0 Ductile Iron 130.0 0.13 65 P-17 J-15 6.0 Ductile Iron 130.0 0.13 67 P-18 J-15 6.0 Ductile Iron 130.0 0.00 70 P-19 J-8 8.0 Ductile Iron 130.0 0.00 71 P-20 J-18 8.0 Ductile Iron 130.0 0.00 72 P-21 J-17 6.0 Ductile Iron 130.0 0.00 76 P-23 J-1 8.0 Ductile Iron 130.0 0.04 80 P-25 J-21 8.0 Ductile Iron 130.0 0.03 82 P-26 J-22 8.0 Ductile Iron 130.0 0.00 84 P-27 J-23 6.0 Ductile Iron 130.0 0.00 88 P-28 J-27 8.0 Ductile Iron 130.0 0.03 90 P-29 J-28 6.0 Ductile Iron 130.0 0.00 97 P-30 J-27 8.0 Ductile Iron 130.0 0.03 103 P-33 J-29 8.0 Ductile Iron 130.0 0.03 108 P-36 J-32 8.0 Ductile Iron 130.0 0.04 110 P-37 J-34 8.0 Ductile Iron 130.0 0.04 112 P-38 J-35 8.0 Ductile Iron 130.0 0.04 114 P-39 J-11 8.0 Ductile Iron 130.0 0.00 115 P-40 J-37 8.0 Ductile Iron 130.0 0.04 116 P-41 J-36 8.0 Ductile Iron 130.0 0.04 127 P-42 J-35 6.0 Ductile Iron 130.0 0.00 131 P-43 J-32 6.0 Ductile Iron 130.0 0.12 135 P-46 J-34 6.0 Ductile Iron 130.0 0.00 139 P-48 J-44 8.0 Ductile Iron 130.0 0.03 142 P-49 J-20 8.0 Ductile Iron 130.0 0.04 143 P-50 J-46 8.0 Ductile Iron 130.0 0.04 146 P-51 J-44 6.0 Ductile Iron 130.0 0.01 148 P-52 J-46 6.0 Ductile Iron 130.0 0.00 Average Daily: Pipe Table Bozeman Gateway - Phase 5 J-44 J-48 J-49 J-37 J-38 J-41 J-42 J-21 J-46 J-32 J-34 J-35 J-36 J-37 J-12 J-22 J-23 J-24 J-22 J-21 J-29 J-4 J-16 J-18 J-9 J-18 J-20 J-10 J-11 J-13 J-14 J-1 J-15 0 Stop Node J-4 J-3 J-5 J-6 J-1 PMP-1 10 0 5 6 6 1 -6 -6 0 -6 -6 0 0 -5 0 5 5 -6 0 0 0 6 5 0 -6 -6 -6 11 11 0 11 11 11 11 0 0 2 66 66 Flow (gpm) -11 -11 112 24 53 53 50 67 45 2 92 68 87 31 145 56 10 66 10 205 74 11 34 60 54 154 113 45 68 134 36 27 Length (Scaled) (ft) 337 76 107 129 12 50 Pump Definition Detailed Report: Pump Definition - 1Element Details62IDNotesPump Definition - 1LabelPump Definition TypeStandard (3 Point)Pump Definition Typeft226.38Design Headgpm0Shutoff Flowgpm1,540Maximum Operating Flowft231.00Shutoff Headft219.45Maximum Operating Headgpm939Design FlowPump Efficiency TypeBest Efficiency PointPump Efficiency Type%100.0Motor Efficiency%100.0BEP EfficiencyFalseIs Variable Speed Drive?gpm0BEP FlowTransient (Physical)lb·ft²0.000Inertia (Pump and Motor)SI=25, US=1280Specific Speedrpm0Speed (Full)TrueReverse Spin Allowed?Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/30/2020Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCADprop.wtg Pump Definition Detailed Report: Pump Definition - 1GraphHead (ft)250.00225.00200.00175.00150.00125.00100.0075.0050.0025.000.00Pump Efficiency (%)125.0112.5100.087.575.062.550.037.525.012.50.0Flow (gpm)7,0006,0005,0004,0003,0002,0001,0000Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/30/2020Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCADprop.wtg Scenario Summary ReportScenario: Max Day (Average*2.3)Scenario Summary119IDMax Day (Average*2.3)LabelNotes Base Active TopologyActive Topology Base PhysicalPhysicalMax DayDemand Base Initial SettingsInitial Settings Base OperationalOperational Base AgeAge Base ConstituentConstituent Base TraceTraceFire Flow Max DayFire Flow Base Energy CostEnergy Cost Base TransientTransient Base Pressure Dependent DemandPressure Dependent Demand Base Failure HistoryFailure History Base SCADASCADA Base User Data ExtensionsUser Data ExtensionsMax DaySteady State/EPS Solver Calculation Options Base Calculation OptionsTransient Solver Calculation OptionsHydraulic SummarySteady StateTime Analysis TypeTrueUse simple controls during steady state?Hazen-WilliamsFriction MethodFalseIs EPS Snapshot?0.001Accuracy12:00:00 AMStart Time40TrialsHydraulics OnlyCalculation TypePage 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/30/2020Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCADprop.wtg ID Label Demand (gpm) Hydraulic Grade (ft) 30 J-1 0 5,088.97 31 J-2 0 5,088.97 32 J-3 0 5,088.97 33 J-4 0 5,088.98 36 J-5 0 5,088.97 38 J-6 0 5,088.97 46 J-8 0 5,088.97 47 J-9 0 5,088.97 49 J-10 0 5,088.97 51 J-11 0 5,088.97 53 J-12 0 5,088.97 55 J-13 0 5,088.97 57 J-14 0 5,088.97 63 J-15 0 5,088.99 66 J-16 0 5,088.99 68 J-17 0 5,088.97 69 J-18 0 5,088.97 75 J-20 0 5,088.97 77 J-21 0 5,088.97 79 J-22 0 5,088.96 81 J-23 0 5,088.96 83 J-24 0 5,088.96 87 J-27 0 5,088.96 89 J-28 0 5,088.97 96 J-29 0 5,088.96 102 J-32 0 5,088.96 107 J-34 0 5,088.96 109 J-35 0 5,088.96 111 J-36 0 5,088.96 113 J-37 0 5,088.97 126 J-38 0 5,088.96 130 J-41 24 5,088.96 134 J-42 0 5,088.96 137 J-44 0 5,088.97 141 J-46 0 5,088.97 145 J-48 2 5,088.97 147 J-49 0 5,088.97 105 Max Day: Junction Table Bozeman Gateway - Phase 5 107 106 106 105 105 105 106 106 106 106 105 105 105 105 105 105 105 105 103 101 100 108 108 105 108 107 107 106 105 104 4,847.00 Pressure (psi) 103 102 102 101 103 103 4,842.20 4,844.50 4,844.50 4,846.77 4,846.73 4,847.00 4,842.98 4,843.10 4,843.10 4,842.84 4,845.98 4,845.55 4,846.96 4,846.67 4,846.48 4,846.27 4,845.80 4,846.71 4,849.80 4,856.16 4,856.81 4,840.10 4,840.02 4,845.15 4,839.56 4,841.02 4,842.75 4,843.66 4,846.31 4,847.54 Elevation (ft) 4,850.50 4,852.75 4,853.27 4,855.92 4,851.93 4,850.77 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 34 P-1 J-3 8.0 Ductile Iron 130.0 0.17 35 P-2 J-2 8.0 Ductile Iron 130.0 0.17 37 P-3 J-2 8.0 Ductile Iron 130.0 0.17 39 P-4 J-5 8.0 Ductile Iron 130.0 0.17 40 P-5 J-6 8.0 Ductile Iron 130.0 0.17 43 P-6 R-1 6.0 Ductile Iron 130.0 0.30 50 P-9 J-9 8.0 Ductile Iron 130.0 0.00 52 P-10 J-10 8.0 Ductile Iron 130.0 0.00 56 P-12 J-12 8.0 Ductile Iron 130.0 0.08 58 P-13 J-13 8.0 Ductile Iron 130.0 0.08 59 P-14 J-14 8.0 Ductile Iron 130.0 0.08 64 P-16 PMP-1 6.0 Ductile Iron 130.0 0.30 65 P-17 J-15 6.0 Ductile Iron 130.0 0.29 67 P-18 J-15 6.0 Ductile Iron 130.0 0.00 70 P-19 J-8 8.0 Ductile Iron 130.0 0.00 71 P-20 J-18 8.0 Ductile Iron 130.0 0.00 72 P-21 J-17 6.0 Ductile Iron 130.0 0.00 76 P-23 J-1 8.0 Ductile Iron 130.0 0.08 80 P-25 J-21 8.0 Ductile Iron 130.0 0.07 82 P-26 J-22 8.0 Ductile Iron 130.0 0.00 84 P-27 J-23 6.0 Ductile Iron 130.0 0.00 88 P-28 J-27 8.0 Ductile Iron 130.0 0.07 90 P-29 J-28 6.0 Ductile Iron 130.0 0.00 97 P-30 J-27 8.0 Ductile Iron 130.0 0.07 103 P-33 J-29 8.0 Ductile Iron 130.0 0.07 108 P-36 J-32 8.0 Ductile Iron 130.0 0.08 110 P-37 J-34 8.0 Ductile Iron 130.0 0.08 112 P-38 J-35 8.0 Ductile Iron 130.0 0.08 114 P-39 J-11 8.0 Ductile Iron 130.0 0.00 115 P-40 J-37 8.0 Ductile Iron 130.0 0.08 116 P-41 J-36 8.0 Ductile Iron 130.0 0.08 127 P-42 J-35 6.0 Ductile Iron 130.0 0.00 131 P-43 J-32 6.0 Ductile Iron 130.0 0.27 135 P-46 J-34 6.0 Ductile Iron 130.0 0.00 139 P-48 J-44 8.0 Ductile Iron 130.0 0.07 142 P-49 J-20 8.0 Ductile Iron 130.0 0.08 143 P-50 J-46 8.0 Ductile Iron 130.0 0.08 146 P-51 J-44 6.0 Ductile Iron 130.0 0.03 148 P-52 J-46 6.0 Ductile Iron 130.0 0.00 Max Day: Pipe Table Bozeman Gateway - Phase 5 J-44 J-48 J-49 J-37 J-38 J-41 J-42 J-21 J-46 J-32 J-34 J-35 J-36 J-37 J-12 J-22 J-23 J-24 J-22 J-21 J-29 J-4 J-16 J-18 J-9 J-18 J-20 J-10 J-11 J-13 J-14 J-1 J-15 0 Stop Node J-4 J-3 J-5 J-6 J-1 PMP-1 24 0 11 13 13 2 -13 -13 0 -13 -13 0 0 -11 0 11 11 -13 0 0 0 13 11 0 -13 -13 -13 26 26 0 26 26 26 26 0 0 2 66 66 Flow (gpm) -26 -26 112 24 53 53 50 67 45 2 92 68 87 31 145 56 10 66 10 205 74 11 34 60 54 154 113 45 68 134 36 27 Length (Scaled) (ft) 337 76 107 129 12 50 Label Fire Flow Iterations Fire Flow (Needed) (gpm) Fire Flow (Available) (gpm) Pressure (Residual Lower Pressure (Calculated Residual) Is Fire Flow Run Balanced? H-1 3 1,500 2,614 20 20 True H-2 3 1,500 2,656 20 20 True H-3 3 1,500 2,590 20 20 True J-1 3 1,500 2,779 20 20 True J-2 3 1,500 3,034 20 20 True J-3 3 1,500 3,129 20 20 True J-4 2 1,500 3,500 20 28 True J-5 3 1,500 2,914 20 20 True J-6 3 1,500 2,788 20 20 True J-8 3 1,500 2,486 20 20 True J-9 3 1,500 2,540 20 20 True J-10 3 1,500 2,612 20 20 True J-11 3 1,500 2,641 20 20 True J-12 3 1,500 2,701 20 20 True J-13 3 1,500 2,713 20 20 True J-14 3 1,500 2,757 20 20 True J-15 2 1,500 3,500 20 52 True J-16 2 1,500 3,500 20 48 True J-17 3 1,500 2,369 20 20 True J-18 4 1,500 2,505 20 20 True J-20 21 1,500 2,727 20 21 True J-21 3 1,500 2,688 20 20 True J-22 3 1,500 2,664 20 20 True J-23 3 1,500 2,620 20 20 True J-27 3 1,500 2,663 20 20 True J-29 3 1,500 2,677 20 20 True J-32 21 1,500 2,667 20 21 True J-34 21 1,500 2,667 20 21 True J-35 21 1,500 2,685 20 20 True J-36 3 1,500 2,674 20 20 True J-37 3 1,500 2,699 20 20 True J-41 3 1,500 2,502 20 20 True J-42 3 1,500 2,504 20 20 True J-44 5 1,500 2,700 20 20 True J-46 5 1,500 2,701 20 20 True J-48 3 1,500 2,494 20 20 True J-49 3 1,500 2,495 20 20 True Max Day: Fire Flow Bozeman Gateway - Phase 5 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 3,500 20 32 31 Fire Flow (Upper Limit) (gpm) 3,500 3,500 3,500 3,500 20 22 20 30 29 20 20 20 21 20 20 20 52 52 29 20 20 20 20 21 20 21 21 21 20 20 29 21 20 21 True Pressure (Calculated Zone Lower Limit) (psi) 24 22 22 20 True True True True True True True True True True True True True True True True True True True True True True True True True True True True True True Satisfies Fire Flow Constraints? True True True True True True ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 42 PMP-1 Pump Definition - 1 4,858.00 5,088.99 26On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Bozeman Gateway - Phase 5 Average Day: Pump Table WaterCADprop.wtg 2/3/2020 Elevation (ft) 4,856.25 Pump Head (ft) 230.99 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status Scenario Summary ReportScenario: Peak Hour (Average*3)Scenario Summary121IDPeak Hour (Average*3)LabelNotes Base Active TopologyActive Topology Base PhysicalPhysicalPeak HourDemand 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 ExtensionsPeak HourSteady State/EPS Solver Calculation Options Base Calculation OptionsTransient Solver Calculation OptionsHydraulic SummarySteady StateTime Analysis TypeTrueUse simple controls during steady state?Hazen-WilliamsFriction MethodFalseIs EPS Snapshot?0.001Accuracy12:00:00 AMStart Time40TrialsHydraulics OnlyCalculation TypePage 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/30/2020Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCADprop.wtg ID Label Demand (gpm) Hydraulic Grade (ft) 30 J-1 0 5,088.95 31 J-2 0 5,088.95 32 J-3 0 5,088.96 33 J-4 0 5,088.97 36 J-5 0 5,088.95 38 J-6 0 5,088.95 46 J-8 0 5,088.94 47 J-9 0 5,088.94 49 J-10 0 5,088.94 51 J-11 0 5,088.94 53 J-12 0 5,088.94 55 J-13 0 5,088.94 57 J-14 0 5,088.95 63 J-15 0 5,088.98 66 J-16 0 5,088.98 68 J-17 0 5,088.94 69 J-18 0 5,088.94 75 J-20 0 5,088.94 77 J-21 0 5,088.94 79 J-22 0 5,088.94 81 J-23 0 5,088.94 83 J-24 0 5,088.94 87 J-27 0 5,088.94 89 J-28 0 5,088.94 96 J-29 0 5,088.94 102 J-32 0 5,088.94 107 J-34 0 5,088.94 109 J-35 0 5,088.94 111 J-36 0 5,088.94 113 J-37 0 5,088.94 126 J-38 0 5,088.94 130 J-41 31 5,088.93 134 J-42 0 5,088.94 137 J-44 0 5,088.94 141 J-46 0 5,088.94 145 J-48 3 5,088.94 147 J-49 0 5,088.94 105 Peak Hour: Junction Table Bozeman Gateway - Phase 5 107 106 106 105 105 105 106 106 106 106 105 105 105 105 105 105 105 105 103 101 100 108 108 105 108 107 107 106 105 104 4,847.00 Pressure (psi) 103 102 102 101 103 103 4,842.20 4,844.50 4,844.50 4,846.77 4,846.73 4,847.00 4,842.98 4,843.10 4,843.10 4,842.84 4,845.98 4,845.55 4,846.96 4,846.67 4,846.48 4,846.27 4,845.80 4,846.71 4,849.80 4,856.16 4,856.81 4,840.10 4,840.02 4,845.15 4,839.56 4,841.02 4,842.75 4,843.66 4,846.31 4,847.54 Elevation (ft) 4,850.50 4,852.75 4,853.27 4,855.92 4,851.93 4,850.77 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 34 P-1 J-3 8.0 Ductile Iron 130.0 0.22 35 P-2 J-2 8.0 Ductile Iron 130.0 0.22 37 P-3 J-2 8.0 Ductile Iron 130.0 0.22 39 P-4 J-5 8.0 Ductile Iron 130.0 0.22 40 P-5 J-6 8.0 Ductile Iron 130.0 0.22 43 P-6 R-1 6.0 Ductile Iron 130.0 0.38 50 P-9 J-9 8.0 Ductile Iron 130.0 0.00 52 P-10 J-10 8.0 Ductile Iron 130.0 0.00 56 P-12 J-12 8.0 Ductile Iron 130.0 0.11 58 P-13 J-13 8.0 Ductile Iron 130.0 0.11 59 P-14 J-14 8.0 Ductile Iron 130.0 0.11 64 P-16 PMP-1 6.0 Ductile Iron 130.0 0.38 65 P-17 J-15 6.0 Ductile Iron 130.0 0.38 67 P-18 J-15 6.0 Ductile Iron 130.0 0.00 70 P-19 J-8 8.0 Ductile Iron 130.0 0.00 71 P-20 J-18 8.0 Ductile Iron 130.0 0.00 72 P-21 J-17 6.0 Ductile Iron 130.0 0.00 76 P-23 J-1 8.0 Ductile Iron 130.0 0.11 80 P-25 J-21 8.0 Ductile Iron 130.0 0.09 82 P-26 J-22 8.0 Ductile Iron 130.0 0.00 84 P-27 J-23 6.0 Ductile Iron 130.0 0.00 88 P-28 J-27 8.0 Ductile Iron 130.0 0.09 90 P-29 J-28 6.0 Ductile Iron 130.0 0.00 97 P-30 J-27 8.0 Ductile Iron 130.0 0.09 103 P-33 J-29 8.0 Ductile Iron 130.0 0.09 108 P-36 J-32 8.0 Ductile Iron 130.0 0.11 110 P-37 J-34 8.0 Ductile Iron 130.0 0.11 112 P-38 J-35 8.0 Ductile Iron 130.0 0.11 114 P-39 J-11 8.0 Ductile Iron 130.0 0.00 115 P-40 J-37 8.0 Ductile Iron 130.0 0.11 116 P-41 J-36 8.0 Ductile Iron 130.0 0.11 127 P-42 J-35 6.0 Ductile Iron 130.0 0.00 131 P-43 J-32 6.0 Ductile Iron 130.0 0.35 135 P-46 J-34 6.0 Ductile Iron 130.0 0.00 139 P-48 J-44 8.0 Ductile Iron 130.0 0.09 142 P-49 J-20 8.0 Ductile Iron 130.0 0.11 143 P-50 J-46 8.0 Ductile Iron 130.0 0.11 146 P-51 J-44 6.0 Ductile Iron 130.0 0.03 148 P-52 J-46 6.0 Ductile Iron 130.0 0.00 Peak Hour: Pipe Table Bozeman Gateway - Phase 5 J-44 J-48 J-49 J-37 J-38 J-41 J-42 J-21 J-46 J-32 J-34 J-35 J-36 J-37 J-12 J-22 J-23 J-24 J-22 J-21 J-29 J-4 J-16 J-18 J-9 J-18 J-20 J-10 J-11 J-13 J-14 J-1 J-15 0 Stop Node J-4 J-3 J-5 J-6 J-1 PMP-1 31 0 14 17 17 3 -17 -17 0 -17 -17 0 0 -14 0 14 14 -17 0 0 0 17 14 0 -17 -17 -17 34 34 0 34 34 34 34 0 0 2 66 66 Flow (gpm) -34 -34 112 24 53 53 50 67 45 2 92 68 87 31 145 56 10 66 10 205 74 11 34 60 54 154 113 45 68 134 36 27 Length (Scaled) (ft) 337 76 107 129 12 50 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 42 PMP-1 Pump Definition - 1 4,857.99 5,088.98 34On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Peak Hour: Pump Table Bozeman Gateway - Phase 5 WaterCADprop.wtg 1/30/2020 Elevation (ft) 4,856.25 Pump Head (ft) 230.99 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status