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Home My WebLink About14-1 Prelim Plat Water Design Report 2019-09-24 BOZEMAN GATEWAY SUBDIVISION PHASE 4 - WATER SYSTEM WATER MAIN EXTENSION BASIS OF DESIGN REPORT September 2019 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:\3959\022\Design Docs\Reports\Water Report\Water Design Report.doc 2 Bozeman Gateway Subdivision – Phase 4 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 4 of the Bozeman Gateway. The water distribution system serving Phase 4 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 4 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 821 feet of new 8 -inch Class 51 DIP water pipe which would connect the existing 8” water main lines between Phase 1 and Phase 3 along Technology Blvd West. This water main extension would provide water services for Phase 4. Each building will be serviced by a domestic water service and a fire service. This phase would also include (2) two new fire hydrant assemblies. b. The proposed water main infrastructure will be served by the City of Bozeman. c. Mitchell Development Group, 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 4 of the Bozeman Gateway development which includes 160 residential units with a commercial area of 4.57 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 4 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: Residential Flows 160 dwelling units 2.11 Persons per dwelling units (Bozeman Design Standards May, 2017 p. 48) 170 GPD per person (Bozeman Design Standards May, 2017 P. 45) Population = (2.11 persons/ DU)(160 DU) = 338 persons ADF = 338 persons x 170gpd/person =57,392gpd = 39.9gpm MDF = 2.3 x Avg. Day = 2.3 x 39.9gpm = 91.8gpm MHF = 3.0 x Avg. Day = 3.0 x 39.9gpm= 119.7gpm Commercial (B-2 zoning) ADF = 4.57 acres x 2000 acres = 9,140 gpd = 6.35gpm MDF = 2.3 x Avg. Day = 2.3 x 6.35gpm = 14.6gpm Max hour Flow = 3.0 x Avg. Day = 3.0 x 6.35gpm = 19.1gpm 4 Irrigation Demands: Based on the City of Bozeman’s Integrated Water Resources Plan September 2013, the 170 GPD per person includes all water use including irrigation. Total Flows: Average Daily Flow = 39.9 + 6.35 = 46.25gpm Max Daily Flow = 91.8+14.6 = 106.4gpm Max Hour Flow = 119.7+19.1 = 138.8gpm 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 = 106.4gpm + 1,500gpm = 1,606.4gpm 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 tests were done by City Water Department staff on 8/16/2019 on hydrants located in Bozeman Gateway to the west of Phase 4. The results are as follows: Flow/Test Hydrant #2266/#2267 – Pitot of 84psi @ 1540gpm on a 2.5” nozzle, Static of 106psi and Residual of 100psi 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 1,500 gpm 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 4 of the Bozeman Gateway development will supply the needed maximum daily flow with fire flow while maintaining the 5 required 20-psi residual pressure at all points within the modeled area. Pressure during peak day ranges from 98psi to 105psi. Available fire flow ranges from 3,500gpm to 2,449gpm. (See the WaterCAD model flow results located in the appendix at the end of this report for additional information). 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 north and east by Phase 2 of the Bozeman Gateway PUD, Garfield Street to the south and Harmon Stream Blvd to the east. 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 W W WWWJ-1 J-3 J-4 J-6 J-7 J-8 J-9 J-10 J-11 J-13 J-14 J-15 J-16 J-17 J-19 J-20 J-21 J-22 J-23 J-24 J-25 J-26 J-27 J-28 J-29 J-30 J-31 J-32 J-33J-34 J-35 J-36 J-38 J-39 J-40 J-41 J-42 J-43 J-44 J-45 J-46 J-47 J-48 J-49 J-50 J-51 P-1 P-2 P-4 P-5 P-6 P-7 P-8 P-10 P-11 P-12 P-14 P-15 P-17P-19P-20P-21P-22P-24P-25P-26P-28J-52 P-30P-31P-32P-33P-35P-36P-37P-38J-53P-39 P-40P-44P-45P-46 J-56 P-47P-48J-57 P-49 J-58 P-51J-59 J-62 P-55P-5 6 J-63 P-57 P-58R-1 PMP-1P-60P-61J-64P-62 P-63 J-67 P-66 J-68P-68J-69 P-69 P-70 J-70P-71P-72R-2 PMP-2 P-73 P-74 J-72 P-76P-77 P-80 J-76 J-77P-82 J-78P-83P-841 20.51 0 SCALE IN FEET VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2019COPYRIGHT MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT\WATERCAD.DWG PLOTTED BY:CELINE SAUCIER ON Sep/20/2019 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 4 PRELIMINARY PLAT 3638.009 MONTANA WATER CAD MODEL EX1 CMS CMS JAU 9/2019 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?0.001Accuracy12:00:00 AMStart Time40TrialsHydraulics OnlyCalculation TypePage 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/17/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg ID Label Demand (gpm) Hydraulic Grade (ft) 39 J-1 0 5,086.32 40 J-3 0 5,086.76 41 J-4 0 5,086.77 43 J-6 0 5,086.77 44 J-7 0 5,086.78 45 J-8 0 5,086.78 46 J-9 0 5,086.78 47 J-10 0 5,086.78 48 J-11 0 5,086.81 50 J-13 0 5,086.82 51 J-14 0 5,086.82 52 J-15 0 5,086.84 53 J-16 0 5,086.84 54 J-17 1 5,086.84 56 J-19 0 5,086.79 57 J-20 0 5,086.86 58 J-21 0 5,086.86 59 J-22 0 5,086.88 60 J-23 0 5,086.89 61 J-24 1 5,086.88 62 J-25 1 5,086.89 63 J-26 0 5,086.92 64 J-27 1 5,086.92 65 J-28 0 5,086.93 66 J-29 0 5,086.93 67 J-30 0 5,086.94 68 J-31 0 5,086.94 69 J-32 0 5,086.97 70 J-33 0 5,086.94 71 J-34 0 5,087.14 72 J-35 20 5,087.47 73 J-36 20 5,087.39 75 J-38 0 5,087.47 76 J-39 0 5,087.39 77 J-40 0 5,087.21 78 J-41 0 5,087.06 79 J-42 0 5,087.00 80 J-43 0 5,086.88 81 J-44 0 5,087.14 82 J-45 0 5,087.23 83 J-46 0 5,087.35 84 J-47 0 5,087.47 85 J-48 0 5,087.60 86 J-49 0 5,086.35 87 J-50 0 5,086.32 88 J-51 0 5,086.27 118 J-52 1 5,086.81 129 J-53 0 5,086.94 133 J-55 0 5,086.94 140 J-56 0 5,087.28 143 J-57 0 5,087.28 146 J-58 0 5,086.53 149 J-59 0 5,086.27 153 J-62 0 5,086.35 157 J-63 0 5,086.27 165 J-64 0 5,086.86 172 J-67 0 5,087.31 175 J-68 0 5,087.31 177 J-69 0 5,087.05 180 J-70 0 5,087.05 191 J-72 0 5,087.34 198 J-75 0 5,086.94 201 J-76 0 5,086.94 202 J-77 0 5,086.94 204 J-78 0 5,086.94 Bozeman Gateway - Phase 4 Average Daily: Junction Table 99 100 102 102 99 101 102 103 104 104 103 103 104 105 104 101 101 101 102 101 101 100 100 105 99 98 100 102 101 103 101 100 102 102 100 100 102 103 103 103 102 100 104 103 103 103 103 104 104 104 103 103 103 104 Pressure (psi) 104 103 103 104 104 104 104 103 4,859.61 4,853.13 4,848.00 4,851.63 4,854.76 103 102 100 4,847.79 4,848.54 4,859.00 4,856.83 4,852.00 4,852.41 4,852.82 4,853.45 4,852.14 4,847.46 4,846.63 4,846.90 4,856.95 4,844.35 4,846.73 4,844.45 4,846.25 4,852.34 4,854.51 4,849.41 4,852.04 4,852.82 4,854.04 4,855.29 4,856.06 4,856.06 4,858.56 4,859.89 4,857.09 4,852.05 4,851.34 4,855.32 4,853.17 4,855.27 4,852.07 4,851.28 4,849.44 4,846.40 4,851.34 4,849.56 4,848.45 4,849.66 4,849.69 4,846.22 4,846.80 4,848.48 4,848.35 4,849.29 4,847.39 4,849.17 4,846.93 4,847.30 4,848.95 4,847.97 Elevation (ft) 4,846.80 4,848.34 4,848.11 4,846.34 4,847.43 4,845.52 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 89 P-1 J-3 8.0 Ductile Iron 140.0 0.66 90 P-2 J-4 8.0 Ductile Iron 140.0 0.66 91 P-3 J-7 8.0 Ductile Iron 140.0 0.66 92 P-4 J-9 8.0 Ductile Iron 140.0 0.66 93 P-5 J-19 8.0 Ductile Iron 140.0 0.66 94 P-6 J-11 8.0 Ductile Iron 140.0 0.67 95 P-7 J-13 8.0 Ductile Iron 140.0 0.67 96 P-8 J-15 8.0 Ductile Iron 140.0 0.67 98 P-10 J-22 8.0 Ductile Iron 140.0 0.68 99 P-11 J-23 8.0 Ductile Iron 140.0 0.68 100 P-12 J-26 8.0 Ductile Iron 140.0 0.68 102 P-14 J-31 8.0 Ductile Iron 140.0 0.69 103 P-15 J-32 8.0 Ductile Iron 140.0 0.69 105 P-17 J-41 8.0 Ductile Iron 140.0 0.69 107 P-19 J-39 8.0 Ductile Iron 140.0 0.82 108 P-20 J-38 8.0 Ductile Iron 140.0 0.95 109 P-21 J-48 8.0 Ductile Iron 140.0 1.51 110 P-22 J-47 8.0 Ductile Iron 140.0 1.51 112 P-24 J-45 8.0 Ductile Iron 140.0 1.51 113 P-25 J-44 8.0 Ductile Iron 140.0 1.50 114 P-26 J-43 8.0 Ductile Iron 140.0 1.50 116 P-27 J-4 6.0 Ductile Iron 140.0 0.00 117 P-28 J-8 6.0 Ductile Iron 140.0 0.01 120 P-30 J-10 6.0 Ductile Iron 140.0 0.00 121 P-31 J-14 6.0 Ductile Iron 140.0 0.00 122 P-32 J-17 6.0 Ductile Iron 140.0 0.01 123 P-33 J-16 6.0 Ductile Iron 140.0 0.00 124 P-34 J-20 6.0 Ductile Iron 140.0 0.00 125 P-35 J-24 6.0 Ductile Iron 140.0 0.01 126 P-36 J-25 6.0 Ductile Iron 140.0 0.01 127 P-37 J-26 6.0 Ductile Iron 140.0 0.01 128 P-38 J-29 6.0 Ductile Iron 140.0 0.00 130 P-39 J-33 6.0 Ductile Iron 140.0 0.00 131 P-40 J-53 6.0 Ductile Iron 140.0 0.00 135 P-42 J-55 8.0 Ductile Iron 140.0 0.69 136 P-43 J-30 6.0 Ductile Iron 140.0 0.00 137 P-44 J-35 6.0 Ductile Iron 140.0 0.23 138 P-45 J-36 6.0 Ductile Iron 140.0 0.23 139 P-46 J-34 6.0 Ductile Iron 140.0 0.00 141 P-47 J-46 8.0 Ductile Iron 140.0 1.51 142 P-48 J-56 8.0 Ductile Iron 140.0 1.51 144 P-49 J-57 6.0 Ductile Iron 140.0 0.00 145 P-50 J-1 6.0 Ductile Iron 140.0 0.00 147 P-51 J-3 8.0 Ductile Iron 140.0 2.16 150 P-53 J-1 8.0 Ductile Iron 140.0 2.16 154 P-54 J-1 8.0 Ductile Iron 140.0 2.16 155 P-55 J-62 8.0 Ductile Iron 140.0 2.16 156 P-56 J-62 6.0 Ductile Iron 140.0 0.00 158 P-57 J-59 6.0 Ductile Iron 140.0 0.00 159 P-58 J-63 6.0 Ductile Iron 140.0 0.00 163 P-60 PMP-1 8.0 Ductile Iron 140.0 2.16 164 P-61 J-52 6.0 Ductile Iron 130.0 0.01 166 P-62 J-21 8.0 Ductile Iron 140.0 0.67 167 P-63 J-64 8.0 Ductile Iron 140.0 0.67 173 P-66 J-40 8.0 Ductile Iron 140.0 0.69 176 P-68 J-68 6.0 Ductile Iron 140.0 0.00 178 P-69 J-42 8.0 Ductile Iron 140.0 0.69 179 P-70 J-69 8.0 Ductile Iron 140.0 0.69 181 P-71 J-70 6.0 Ductile Iron 140.0 0.00 183 P-72 PMP-1 6.0 Ductile Iron 130.0 3.84 186 P-73 R-2 6.0 Ductile Iron 130.0 4.36 187 P-74 PMP-2 6.0 Ductile Iron 130.0 4.36 192 P-76 J-67 8.0 Ductile Iron 140.0 0.69 193 P-77 J-72 8.0 Ductile Iron 140.0 0.69 199 P-80 J-28 8.0 Ductile Iron 140.0 0.69 200 P-81 J-75 8.0 Ductile Iron 140.0 0.69 203 P-82 J-76 6.0 Ductile Iron 130.0 0.00 205 P-83 J-77 6.0 Ductile Iron 130.0 0.00 206 P-84 J-78 6.0 Ductile Iron 130.0 0.00 Bozeman Gateway - Phase 4 Average Day: Pipe Table J-77 J-78 J-75 PMP-2 J-48 J-72 J-39 J-75 J-55 J-67 J-67 J-69 J-41 J-69 J-59 J-63 J-51 R-1 J-11 J-64 J-22 J-50 J-58 J-59 J-62 J-58 J-49 J-38 J-39 J-44 J-56 J-45 J-56 J-27 J-28 J-53 J-31 J-31 J-55 J-13 J-15 J-15 J-21 J-22 J-23 J-44 J-43 J-3 J-6 J-7 J-9 J-42 J-40 J-38 J-48 J-47 J-46 J-15 J-21 J-23 J-26 J-28 J-32 0 Stop Node J-4 J-7 J-9 J-19 J-11 J-13 -108 -108 -108 -108 0 0 -108 -108 0 -338 384 384 338 -1 -106 -106 -108 0 338 -338 -339 0 0 0 0 236 236 0 0 339 0 0 -108 0 -20 -20 0 0 -1 -1 1 0 236 0 0 0 0 -1 -128 -148 236 236 236 236 -106 -107 -107 -108 -108 -108 -103 -104 -104 -104 -105 -106 22 118 53 Flow (gpm) -103 -103 45 50 123 195 46 9 388 11 221 29 9 25 176 39 21 88 18 78 32 104 25 10 88 101 142 141 86 65 46 29 73 117 50 151 5 14 124 110 125 15 120 121 76 240 111 10 81 98 105 566 232 267 118 109 91 63 52 90 49 106 Length (Scaled) (ft) 50 43 19 41 63 38 Pump Definition Detailed Report: Pump Definition - 1 Element Details 182ID Notes Pump Definition - 1Label Pump Definition Type Standard (3 Point)Pump Definition Type ft237.93Design Head gpm0Shutoff Flow gpm1,540Maximum Operating Flow ft244.86Shutoff Head ft231.00Maximum Operating Head gpm1,059Design Flow Pump Efficiency Type Best Efficiency Point Pump 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 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/19/2019 Bentley WaterCAD CONNECT Edition [10.00.00.55] Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg Pump Definition Detailed Report: Pump Definition - 1 Graph Head (ft)250.00 225.00 200.00 175.00 150.00 125.00 100.00 75.00 50.00 25.00 0.00 Pump Efficiency (%)125.0 112.5 100.0 87.5 75.0 62.5 50.0 37.5 25.0 12.5 0.0 Flow (gpm) 7,0006,0005,0004,0003,0002,0001,0000 Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/19/2019 Bentley WaterCAD CONNECT Edition [10.00.00.55] Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg Pump Definition Detailed Report: Pump Definition - 2Element Details188IDNotesPump Definition - 2LabelPump 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 +1-203-755-16669/19/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg Pump Definition Detailed Report: Pump Definition - 2GraphHead (ft)250.00225.00200.00175.00150.00125.00100.0075.0050.0025.000.00Pump Efficiency (%)120.0100.080.060.040.020.00.0Flow (gpm)7,0006,0005,0004,0003,0002,0001,0000Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/19/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg Scenario Summary ReportScenario: Max Day (Average*2.3)Scenario Summary32IDMax 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 Time40TrialsFire FlowCalculation TypePage 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/19/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg ID Label Demand (gpm) Hydraulic Grade (ft) 39 J-1 0 5,086.13 40 J-3 0 5,086.49 41 J-4 0 5,086.50 43 J-6 0 5,086.50 44 J-7 0 5,086.51 45 J-8 1 5,086.51 46 J-9 0 5,086.51 47 J-10 1 5,086.51 48 J-11 0 5,086.53 50 J-13 0 5,086.54 51 J-14 1 5,086.54 52 J-15 0 5,086.55 53 J-16 1 5,086.55 54 J-17 1 5,086.55 56 J-19 0 5,086.52 57 J-20 0 5,086.56 58 J-21 0 5,086.56 59 J-22 0 5,086.58 60 J-23 0 5,086.59 61 J-24 2 5,086.58 62 J-25 1 5,086.59 63 J-26 0 5,086.61 64 J-27 1 5,086.61 65 J-28 0 5,086.62 66 J-29 1 5,086.62 67 J-30 0 5,086.63 68 J-31 0 5,086.63 69 J-32 0 5,086.65 70 J-33 1 5,086.63 71 J-34 1 5,086.85 72 J-35 46 5,087.05 73 J-36 46 5,086.95 75 J-38 0 5,087.08 76 J-39 0 5,086.98 77 J-40 0 5,086.84 78 J-41 0 5,086.72 79 J-42 0 5,086.67 80 J-43 0 5,086.61 81 J-44 0 5,086.85 82 J-45 0 5,086.93 83 J-46 0 5,087.04 84 J-47 0 5,087.15 85 J-48 0 5,087.27 86 J-49 1 5,086.15 87 J-50 0 5,086.13 88 J-51 1 5,086.09 118 J-52 1 5,086.53 129 J-53 0 5,086.63 133 J-55 0 5,086.63 140 J-56 0 5,086.97 143 J-57 0 5,086.97 146 J-58 0 5,086.31 149 J-59 0 5,086.09 153 J-62 0 5,086.15 157 J-63 0 5,086.09 165 J-64 0 5,086.57 172 J-67 0 5,086.92 175 J-68 0 5,086.92 177 J-69 0 5,086.72 180 J-70 0 5,086.72 191 J-72 0 5,086.94 198 J-75 0 5,086.63 201 J-76 1 5,086.63 202 J-77 0 5,086.63 204 J-78 0 5,086.63 Bozeman Gateway - Phase 4 Max Day: Junction Table 99 100 102 101 98 101 102 103 104 104 103 103 104 105 104 101 101 101 102 101 101 100 100 105 99 98 99 102 100 103 101 100 101 102 100 100 102 103 103 103 102 100 104 103 103 103 103 104 104 104 103 103 102 104 Pressure (psi) 104 103 103 104 103 104 103 103 4,859.61 4,853.13 4,848.00 4,851.63 4,854.76 103 102 100 4,847.79 4,848.54 4,859.00 4,856.83 4,852.00 4,852.41 4,852.82 4,853.45 4,852.14 4,847.46 4,846.63 4,846.90 4,856.95 4,844.35 4,846.73 4,844.45 4,846.25 4,852.34 4,854.51 4,849.41 4,852.04 4,852.82 4,854.04 4,855.29 4,856.06 4,856.06 4,858.56 4,859.89 4,857.09 4,852.05 4,851.34 4,855.32 4,853.17 4,855.27 4,852.07 4,851.28 4,849.44 4,846.40 4,851.34 4,849.56 4,848.45 4,849.66 4,849.69 4,846.22 4,846.80 4,848.48 4,848.35 4,849.29 4,847.39 4,849.17 4,846.93 4,847.30 4,848.95 4,847.97 Elevation (ft) 4,846.80 4,848.34 4,848.11 4,846.34 4,847.43 4,845.52 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 89 P-1 J-3 8.0 Ductile Iron 140.0 0.53 90 P-2 J-4 8.0 Ductile Iron 140.0 0.53 91 P-3 J-7 8.0 Ductile Iron 140.0 0.53 92 P-4 J-9 8.0 Ductile Iron 140.0 0.54 93 P-5 J-19 8.0 Ductile Iron 140.0 0.54 94 P-6 J-11 8.0 Ductile Iron 140.0 0.55 95 P-7 J-13 8.0 Ductile Iron 140.0 0.55 96 P-8 J-15 8.0 Ductile Iron 140.0 0.57 98 P-10 J-22 8.0 Ductile Iron 140.0 0.58 99 P-11 J-23 8.0 Ductile Iron 140.0 0.59 100 P-12 J-26 8.0 Ductile Iron 140.0 0.59 102 P-14 J-31 8.0 Ductile Iron 140.0 0.61 103 P-15 J-32 8.0 Ductile Iron 140.0 0.61 105 P-17 J-41 8.0 Ductile Iron 140.0 0.61 107 P-19 J-39 8.0 Ductile Iron 140.0 0.90 108 P-20 J-38 8.0 Ductile Iron 140.0 1.19 109 P-21 J-48 8.0 Ductile Iron 140.0 1.45 110 P-22 J-47 8.0 Ductile Iron 140.0 1.45 112 P-24 J-45 8.0 Ductile Iron 140.0 1.45 113 P-25 J-44 8.0 Ductile Iron 140.0 1.44 114 P-26 J-43 8.0 Ductile Iron 140.0 1.44 116 P-27 J-4 6.0 Ductile Iron 140.0 0.00 117 P-28 J-8 6.0 Ductile Iron 140.0 0.01 120 P-30 J-10 6.0 Ductile Iron 140.0 0.01 121 P-31 J-14 6.0 Ductile Iron 140.0 0.01 122 P-32 J-17 6.0 Ductile Iron 140.0 0.02 123 P-33 J-16 6.0 Ductile Iron 140.0 0.01 124 P-34 J-20 6.0 Ductile Iron 140.0 0.00 125 P-35 J-24 6.0 Ductile Iron 140.0 0.02 126 P-36 J-25 6.0 Ductile Iron 140.0 0.01 127 P-37 J-26 6.0 Ductile Iron 140.0 0.01 128 P-38 J-29 6.0 Ductile Iron 140.0 0.01 130 P-39 J-33 6.0 Ductile Iron 140.0 0.01 131 P-40 J-53 6.0 Ductile Iron 140.0 0.01 135 P-42 J-55 8.0 Ductile Iron 140.0 0.60 136 P-43 J-30 6.0 Ductile Iron 140.0 0.00 137 P-44 J-35 6.0 Ductile Iron 140.0 0.52 138 P-45 J-36 6.0 Ductile Iron 140.0 0.52 139 P-46 J-34 6.0 Ductile Iron 140.0 0.01 141 P-47 J-46 8.0 Ductile Iron 140.0 1.45 142 P-48 J-56 8.0 Ductile Iron 140.0 1.45 144 P-49 J-57 6.0 Ductile Iron 140.0 0.00 145 P-50 J-1 6.0 Ductile Iron 140.0 0.00 147 P-51 J-3 8.0 Ductile Iron 140.0 1.97 150 P-53 J-1 8.0 Ductile Iron 140.0 1.96 154 P-54 J-1 8.0 Ductile Iron 140.0 1.96 155 P-55 J-62 8.0 Ductile Iron 140.0 1.97 156 P-56 J-62 6.0 Ductile Iron 140.0 0.01 158 P-57 J-59 6.0 Ductile Iron 140.0 0.01 159 P-58 J-63 6.0 Ductile Iron 140.0 0.01 163 P-60 PMP-1 8.0 Ductile Iron 140.0 1.96 164 P-61 J-52 6.0 Ductile Iron 130.0 0.02 166 P-62 J-21 8.0 Ductile Iron 140.0 0.57 167 P-63 J-64 8.0 Ductile Iron 140.0 0.57 173 P-66 J-40 8.0 Ductile Iron 140.0 0.61 176 P-68 J-68 6.0 Ductile Iron 140.0 0.00 178 P-69 J-42 8.0 Ductile Iron 140.0 0.61 179 P-70 J-69 8.0 Ductile Iron 140.0 0.61 181 P-71 J-70 6.0 Ductile Iron 140.0 0.00 183 P-72 PMP-1 6.0 Ductile Iron 130.0 3.48 186 P-73 R-2 6.0 Ductile Iron 130.0 4.69 187 P-74 PMP-2 6.0 Ductile Iron 130.0 4.69 192 P-76 J-67 8.0 Ductile Iron 140.0 0.61 193 P-77 J-72 8.0 Ductile Iron 140.0 0.61 199 P-80 J-28 8.0 Ductile Iron 140.0 0.60 200 P-81 J-75 8.0 Ductile Iron 140.0 0.60 203 P-82 J-76 6.0 Ductile Iron 130.0 0.01 205 P-83 J-77 6.0 Ductile Iron 130.0 0.01 206 P-84 J-78 6.0 Ductile Iron 130.0 0.01 Bozeman Gateway - Phase 4 Max Day: Pipe Table J-77 J-78 J-75 PMP-2 J-48 J-72 J-39 J-75 J-55 J-67 J-67 J-69 J-41 J-69 J-59 J-63 J-51 R-1 J-11 J-64 J-22 J-50 J-58 J-59 J-62 J-58 J-49 J-38 J-39 J-44 J-56 J-45 J-56 J-27 J-28 J-53 J-31 J-31 J-55 J-13 J-15 J-15 J-21 J-22 J-23 J-44 J-43 J-3 J-6 J-7 J-9 J-42 J-40 J-38 J-48 J-47 J-46 J-15 J-21 J-23 J-26 J-28 J-32 -1 Stop Node J-4 J-7 J-9 J-19 J-11 J-13 -95 -95 -94 -94 -1 -1 -95 -95 0 -307 413 413 307 -1 -89 -89 -95 0 308 -308 -308 1 1 1 -1 226 226 0 0 308 -1 -1 -94 0 -46 -46 -1 0 -2 -1 1 -1 226 0 -1 -1 -1 -1 -141 -187 226 226 226 226 -91 -92 -93 -95 -95 -95 -84 -85 -85 -86 -87 -89 22 118 53 Flow (gpm) -83 -83 45 50 123 195 46 9 388 11 221 29 9 25 176 39 21 88 18 78 32 104 25 10 88 101 142 141 86 65 46 29 73 117 50 151 5 14 124 110 125 15 120 121 76 240 111 10 81 98 105 566 232 267 118 109 91 63 52 90 49 106 Length (Scaled) (ft) 50 43 19 41 63 38 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 161 PMP-1 Pump Definition - 1 5,086.02 5,330.04 338 185 PMP-2 Pump Definition - 1 4,844.43 5,088.23 384 Bozeman Gateway - Phase 4 Average Day: Pump Table 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status On On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 WaterCAD.wtg 9/19/2019 Elevation (ft) 4,846.29 4,856.71 Pump Head (ft) 244.02 243.80 Bentley Systems, Inc. Haestad Methods Solution Center Scenario Summary ReportScenario: Peak Hour (Average*3)Scenario Summary34IDPeak 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 +1-203-755-16669/19/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterWaterCAD.wtg ID Label Demand (gpm) Hydraulic Grade (ft) 39 J-1 0 5,086.03 40 J-3 0 5,086.35 41 J-4 0 5,086.36 43 J-6 0 5,086.36 44 J-7 0 5,086.37 45 J-8 1 5,086.37 46 J-9 0 5,086.37 47 J-10 1 5,086.37 48 J-11 0 5,086.38 50 J-13 0 5,086.39 51 J-14 1 5,086.39 52 J-15 0 5,086.40 53 J-16 1 5,086.40 54 J-17 2 5,086.40 56 J-19 0 5,086.37 57 J-20 0 5,086.41 58 J-21 0 5,086.41 59 J-22 0 5,086.42 60 J-23 0 5,086.43 61 J-24 2 5,086.42 62 J-25 2 5,086.43 63 J-26 0 5,086.44 64 J-27 2 5,086.44 65 J-28 0 5,086.45 66 J-29 1 5,086.45 67 J-30 0 5,086.46 68 J-31 0 5,086.46 69 J-32 0 5,086.48 70 J-33 1 5,086.46 71 J-34 1 5,086.69 72 J-35 60 5,086.82 73 J-36 60 5,086.71 75 J-38 0 5,086.87 76 J-39 0 5,086.76 77 J-40 0 5,086.64 78 J-41 0 5,086.54 79 J-42 0 5,086.50 80 J-43 0 5,086.46 81 J-44 0 5,086.69 82 J-45 0 5,086.77 83 J-46 0 5,086.88 84 J-47 0 5,086.98 85 J-48 0 5,087.10 86 J-49 1 5,086.04 87 J-50 0 5,086.03 88 J-51 1 5,085.99 118 J-52 2 5,086.38 129 J-53 0 5,086.46 133 J-55 0 5,086.46 140 J-56 0 5,086.81 143 J-57 0 5,086.81 146 J-58 0 5,086.19 149 J-59 0 5,085.99 153 J-62 0 5,086.04 157 J-63 0 5,085.99 165 J-64 0 5,086.41 172 J-67 0 5,086.71 175 J-68 0 5,086.71 177 J-69 0 5,086.54 180 J-70 0 5,086.54 191 J-72 0 5,086.73 198 J-75 0 5,086.46 201 J-76 1 5,086.46 202 J-77 0 5,086.46 204 J-78 0 5,086.46 Bozeman Gateway - Phase 4 Peak Hour: Junction Table 99 99 101 101 98 101 102 103 104 103 103 103 104 105 104 101 101 101 102 101 101 100 100 105 99 98 99 101 100 103 101 100 101 102 100 100 102 102 103 102 102 100 104 103 103 103 103 104 104 103 103 103 102 104 Pressure (psi) 104 103 103 104 103 104 103 103 4,859.61 4,853.13 4,848.00 4,851.63 4,854.76 103 102 100 4,847.79 4,848.54 4,859.00 4,856.83 4,852.00 4,852.41 4,852.82 4,853.45 4,852.14 4,847.46 4,846.63 4,846.90 4,856.95 4,844.35 4,846.73 4,844.45 4,846.25 4,852.34 4,854.51 4,849.41 4,852.04 4,852.82 4,854.04 4,855.29 4,856.06 4,856.06 4,858.56 4,859.89 4,857.09 4,852.05 4,851.34 4,855.32 4,853.17 4,855.27 4,852.07 4,851.28 4,849.44 4,846.40 4,851.34 4,849.56 4,848.45 4,849.66 4,849.69 4,846.22 4,846.80 4,848.48 4,848.35 4,849.29 4,847.39 4,849.17 4,846.93 4,847.30 4,848.95 4,847.97 Elevation (ft) 4,846.80 4,848.34 4,848.11 4,846.34 4,847.43 4,845.52 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 89 P-1 J-3 8.0 Ductile Iron 140.0 0.45 90 P-2 J-4 8.0 Ductile Iron 140.0 0.45 91 P-3 J-7 8.0 Ductile Iron 140.0 0.46 92 P-4 J-9 8.0 Ductile Iron 140.0 0.47 93 P-5 J-19 8.0 Ductile Iron 140.0 0.47 94 P-6 J-11 8.0 Ductile Iron 140.0 0.48 95 P-7 J-13 8.0 Ductile Iron 140.0 0.49 96 P-8 J-15 8.0 Ductile Iron 140.0 0.50 98 P-10 J-22 8.0 Ductile Iron 140.0 0.52 99 P-11 J-23 8.0 Ductile Iron 140.0 0.53 100 P-12 J-26 8.0 Ductile Iron 140.0 0.54 102 P-14 J-31 8.0 Ductile Iron 140.0 0.56 103 P-15 J-32 8.0 Ductile Iron 140.0 0.56 105 P-17 J-41 8.0 Ductile Iron 140.0 0.56 107 P-19 J-39 8.0 Ductile Iron 140.0 0.94 108 P-20 J-38 8.0 Ductile Iron 140.0 1.32 109 P-21 J-48 8.0 Ductile Iron 140.0 1.41 110 P-22 J-47 8.0 Ductile Iron 140.0 1.41 112 P-24 J-45 8.0 Ductile Iron 140.0 1.41 113 P-25 J-44 8.0 Ductile Iron 140.0 1.41 114 P-26 J-43 8.0 Ductile Iron 140.0 1.41 116 P-27 J-4 6.0 Ductile Iron 140.0 0.00 117 P-28 J-8 6.0 Ductile Iron 140.0 0.01 120 P-30 J-10 6.0 Ductile Iron 140.0 0.01 121 P-31 J-14 6.0 Ductile Iron 140.0 0.01 122 P-32 J-17 6.0 Ductile Iron 140.0 0.02 123 P-33 J-16 6.0 Ductile Iron 140.0 0.01 124 P-34 J-20 6.0 Ductile Iron 140.0 0.00 125 P-35 J-24 6.0 Ductile Iron 140.0 0.02 126 P-36 J-25 6.0 Ductile Iron 140.0 0.02 127 P-37 J-26 6.0 Ductile Iron 140.0 0.02 128 P-38 J-29 6.0 Ductile Iron 140.0 0.01 130 P-39 J-33 6.0 Ductile Iron 140.0 0.01 131 P-40 J-53 6.0 Ductile Iron 140.0 0.01 135 P-42 J-55 8.0 Ductile Iron 140.0 0.55 136 P-43 J-30 6.0 Ductile Iron 140.0 0.00 137 P-44 J-35 6.0 Ductile Iron 140.0 0.68 138 P-45 J-36 6.0 Ductile Iron 140.0 0.68 139 P-46 J-34 6.0 Ductile Iron 140.0 0.01 141 P-47 J-46 8.0 Ductile Iron 140.0 1.41 142 P-48 J-56 8.0 Ductile Iron 140.0 1.41 144 P-49 J-57 6.0 Ductile Iron 140.0 0.00 145 P-50 J-1 6.0 Ductile Iron 140.0 0.00 147 P-51 J-3 8.0 Ductile Iron 140.0 1.86 150 P-53 J-1 8.0 Ductile Iron 140.0 1.85 154 P-54 J-1 8.0 Ductile Iron 140.0 1.85 155 P-55 J-62 8.0 Ductile Iron 140.0 1.86 156 P-56 J-62 6.0 Ductile Iron 140.0 0.01 158 P-57 J-59 6.0 Ductile Iron 140.0 0.01 159 P-58 J-63 6.0 Ductile Iron 140.0 0.01 163 P-60 PMP-1 8.0 Ductile Iron 140.0 1.85 164 P-61 J-52 6.0 Ductile Iron 130.0 0.02 166 P-62 J-21 8.0 Ductile Iron 140.0 0.50 167 P-63 J-64 8.0 Ductile Iron 140.0 0.50 173 P-66 J-40 8.0 Ductile Iron 140.0 0.56 176 P-68 J-68 6.0 Ductile Iron 140.0 0.00 178 P-69 J-42 8.0 Ductile Iron 140.0 0.56 179 P-70 J-69 8.0 Ductile Iron 140.0 0.56 181 P-71 J-70 6.0 Ductile Iron 140.0 0.00 183 P-72 PMP-1 6.0 Ductile Iron 130.0 3.28 186 P-73 R-2 6.0 Ductile Iron 130.0 4.86 187 P-74 PMP-2 6.0 Ductile Iron 130.0 4.86 192 P-76 J-67 8.0 Ductile Iron 140.0 0.56 193 P-77 J-72 8.0 Ductile Iron 140.0 0.56 199 P-80 J-28 8.0 Ductile Iron 140.0 0.54 200 P-81 J-75 8.0 Ductile Iron 140.0 0.55 203 P-82 J-76 6.0 Ductile Iron 130.0 0.01 205 P-83 J-77 6.0 Ductile Iron 130.0 0.01 206 P-84 J-78 6.0 Ductile Iron 130.0 0.01 Bozeman Gateway - Phase 4 Peak Hour: Pipe Table J-77 J-78 J-75 PMP-2 J-48 J-72 J-39 J-75 J-55 J-67 J-67 J-69 J-41 J-69 J-59 J-63 J-51 R-1 J-11 J-64 J-22 J-50 J-58 J-59 J-62 J-58 J-49 J-38 J-39 J-44 J-56 J-45 J-56 J-27 J-28 J-53 J-31 J-31 J-55 J-13 J-15 J-15 J-21 J-22 J-23 J-44 J-43 J-3 J-6 J-7 J-9 J-42 J-40 J-38 J-48 J-47 J-46 J-15 J-21 J-23 J-26 J-28 J-32 -1 Stop Node J-4 J-7 J-9 J-19 J-11 J-13 -87 -87 -85 -86 -1 -1 -87 -87 0 -289 428 428 289 -2 -79 -79 -87 0 290 -290 -291 1 1 1 -1 221 221 0 0 291 -1 -1 -86 0 -60 -60 -1 0 -2 -2 2 -1 220 0 -1 -1 -1 -2 -147 -207 221 221 221 220 -81 -83 -84 -87 -87 -87 -72 -73 -73 -75 -76 -79 22 118 53 Flow (gpm) -71 -71 45 50 123 195 46 9 388 11 221 29 9 25 176 39 21 88 18 78 32 104 25 10 88 101 142 141 86 65 46 29 73 117 50 151 5 14 124 110 125 15 120 121 76 240 111 10 81 98 105 566 232 267 118 109 91 63 52 90 49 106 Length (Scaled) (ft) 50 43 19 41 63 38 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 161 PMP-1 Pump Definition - 1 5,085.80 5,330.03 289 185 PMP-2 Pump Definition - 1 4,844.31 5,087.88 428 Bozeman Gateway - PUD Peark Hour: Pump Table Pump Status On On Elevation (ft) 4,846.29 4,856.71 Pump Head (ft) 244.23 243.57