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Home My WebLink AboutA_Bozeman East Water Design Report Signed 12-18-2020 BOZEMAN EAST MIXED-USE WATER SYSTEM IMPROVEMENTS WATER MAIN EXTENSION BASIS OF DESIGN REPORT March 2019 PREPARED BY: MMI #: 3959.022 1 Table of Contents 1 EXECUTIVE SUMMARY ...................................................................................................................... 2 2 GENERAL INFORMATION (DEQ 1.1.1) .............................................................................................. 2 3 EXTEND OF WATER WORKS SYSTEM, INCLUDING (DEQ 1.1.2): ................................................. 2 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) .......................................................................................................... 5 8 SOURCES OF WATER SUPPLY (1.1.7) ............................................................................................. 6 9 PROPOSED TREATMENT PROCESSES (1.1.8) ................................................................................ 6 10 SEWAGE SYSTEM AVAILABLE (1.1.9) ......................................................................................... 6 11 WASTE DISPOSAL (1.1.10) ............................................................................................................ 6 12 AUTOMATION (1.1.11) .................................................................................................................... 6 13 PROJECT SITES (1.1.12) ................................................................................................................ 6 14 FINANCING (1.1.13) ......................................................................................................................... 6 15 FUTURE EXTENSIONS (1.1.14) ...................................................................................................... 6 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: Approved By: PROJECT NO.: N:\3959\022\Design Docs\Reports\Water Report\Water Design Report.doc 2 Bozeman East Mixed-Use Water Distribution Design Report 1 EXECUTIVE SUMMARY This report provides a basis for design of the Bozeman East Mixed-Use development water distribution system. The water distribution system serving the Bozeman East 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 East 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 East Mixed-Used Development is located off Tschache Lane on Lot 5 of the Bridger Peaks Village Subdivision. This project is located within the City of Bozeman, Montana. See the vicinity map for location details. This project involves extending approximately 2661 feet of a new 8 -inch Class 51 DIP water pipe into the proposed Bozeman East Mixed-Use development. The new 8-inch main will tie into the existing 12-inch water main along Tschache Lane twice, creating a looped system within the development. Each building will be serviced by a domestic water service and a fire service. The project also includes (7) seven fire hydrant assemblies. b. The proposed water main infrastructure will be served by the City of Bozeman. c. Project Developer Farran Realty Partners 101 E. Front Street, Suite 304 Missoula, MT 59802 d. System Owner City of Bozeman PO Box 1230 Bozeman, MT 3 EXTENT OF WATER WORKS SYSTEM, INCLUDING (DEQ 1.1.2): The proposed water main extension is an extension of the City of Bozeman water infrastructure in the area. The water main extension is proposed to serve the Bozeman East Mixed-Use development which has the potential to include 305 dwelling units with an additional limited commercial mixed use of 18,158 SF in the B-2 zoning district. 3 The project will tie into existing 12” main located at the north boundary of Lot 5 along Tschache Lane two times to create a looped system within the Bozeman East Mixed-Used development. The new 8” main will connect to seven fire hydrants that will provide fire protection to the proposed project. Each of the four buildings will be serviced by a 4-inch fire service and a 3- inch water service. This water main extension will serve the buildout of the property. Adjacent parcels are already served by water mains or will receive service from water mains installed in streets adjacent to the parcels. 4 ALTERNATE PLANS (1.1.3) The alignment of the proposed main was chosen to meet the layout of the proposed development. An alternate solution to proposed water extension was considered, looping the system from the existing main in Tschache Lane to the existing main along the site’s western boundary. This solution however was not feasible as the two existing mains are on different pressure zones. Therefore, looping via only Tschache Lane was chosen as there are two existing 10” water stubs from the Tschache Lane water line south to the proposed site. 5 SITE CONDITIONS (1.1.4) The proposed Bozeman East Mixed-Use complex is currently undeveloped agricultural land which slopes gently to the north and east with existing grades of less than 4% and mostly Blackdog silt loam soil deposits (USDA, Natural Resources Conservation Service, Web Soil Survey) A site specific geotechnical report has been done for the Bozeman East Mixed-Use development by Rawhide Engineering Inc, May 4, 2018. The site is favorable for the building foundation construction. The buildings are to be constructed using conventional stem wall foundations with a concrete slab on grade. Due to the upper soft clay layers, the continuous foundations and interior column footings are to be constructed utilizing deep foundations with transfer the loads down into the native gravel with sand layer. (Rawhide Engineering Inc, 2018) The groundwater levels are currently 5.5 to 7.0 feet below the current site grade. The groundwater flows generally from the south to the north based on general groundwater flow in the valley. The groundwater at this site is likely variable based on seasonal precipitation and irrigation practices. 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 water main extension for the Bozeman East Mixed-Use development will service four (4) apartment buildings, a clubhouse, commercial retail space and outdoor recreation space. The capacity requirement for the water main extension is calculated as follows: 4 Residential Flows: 305 each apartment units (Buildings A, B, C, and D) 2.11 Persons per dwelling units (Bozeman Design Standards May, 2017 p. 48) 170 GPD per person (Bozeman Design Standards May, 2017 P. 45) Building A: Population = (2.11 persons/ DU)(39 DU) = 83 persons Average Daily Flow (ADF) = 83 persons x 170gpd/person = 14,110gpd = 9.8gpm Max Daily Flow (MDF) = 2.3 x Avg. Day = 2.3 x 9.8gpm = 22.54gpm Max Hour Flow (MHF) = 3.0 x Avg. Day = 3.0 x 9.8gpm = 29.4gpm Building B: Population = (2.11 persons/ DU)(72 DU) = 152 persons ADF = 152 persons x 170gpd/person =25,840gpd = 17.9gpm MDF = 2.3 x Avg. Day = 2.3 x 17.9gpm = 41.17gpm MHF = 3.0 x Avg. Day = 3.0 x 17.9gpm= 53.7gpm Building C: Population = (2.11 persons/ DU)(173 DU) = 365 persons ADF = 365 persons x 170gpd/person = 62,050gpd = 43.1gpm MDF = 2.3 x Avg. Day = 2.3 x 43.1gpm = 99.13gpm MHF = 3.0 x Avg. Day = 3.0 x 43.1gpm= 129.3gpm Building D: Population = (2.11 persons/ DU)(21 DU) = 45 persons ADF = 45 persons x 170gpd/person = 7,650gpd = 5.3gpm MDF = 2.3 x Avg. Day = 2.3 x 5.3gpm = 12.2gpm MHF = 3.0 x Avg. Day = 3.0 x 5.3gpm= 15.9gpm Clubhouse Flows: Assumptions: (4) employees work out of the clubhouse ½ of the total population use the clubhouse per day = 323 ADF = (4 Emp.)(13 gpd) + (320 users/day)(3 gpd) = 1012 gpd = 0.7 gpm MDF = 2.3 x Avg. Day = 2.3 x 0.7 = 1.6gpm MHF = 3.0 x Avg. Day = 3.0 x 0.7 = 2.1gpm 5 Commercial Assumptions: 12,079 SF and 6,079 SF of ground floor retail space in Buildings A and D Respectively. A mixture of 11 spaces, with 36 employees, 388 customers ADF = (36 Emp.)(13 gpd) + (388 users/day)(3 gpd) =1164 gpd = 0.8 gpm MDF = 2.3 x Avg. Day = 2.3 x 0.8 = 1.8 gpm Max hour Flow = 3.0 x Avg. Day = 3.0 x 0.8 = 2.4 gpm 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 = 9.8 + 17.9 + 43.1 + 5.3 + 0.7 + 0.8 = 77.6 gpm Max Daily Flow = 22.5 + 41.2 + 99.1 + 12.2 + 1.6 + 1.8 = 178.4 gpm Max Hour Flow = 29.4 + 53.7 + 129.3 + 15.9 + 2.1 + 2.4 = 232.8 gpm Fire Flow The total water demand for the system includes the Maximum Daily Demand and the maximum required fire flow of 1,500gpm which based on the 94,810 SF building of Type V-A Construction. Table B105.1(2) of Appendix B of the International Fire Code requires 5,500gpm fire flow for a building without sprinklers and allows a reduction for buildings with fire sprinklers. The reduced flow is 25% of the listed flow which is 1,375gpm. The minimum flow is 1,000gpm or 1,500gpm dependent on if the fire sprinkler system is designed to meet NFPA 13 or NFPA 13R requirements. For the purpose of this report, we have conservatively assumed that 1,500gpm will be required. The Maximum Daily Demand 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 the four buildings is as follows: Total Fire Flow = 178.4gpm + 1,500gpm = 1,678.4gpm 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 on the west side of Tschache Lane and a reservoir on the east side of Tschache Lane to mimic distribution system output. 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 9/14/2018 on hydrants located in Tschache road north of the project site. The results are as follows: Flow Hydrant #2253 – Pitot of 72psi @ 1425gpm on a 2.5” nozzle Test Hydrant #2061 – Static of 83psi and Residual of 70psi 6 The total water demand for the system includes the maximum daily demand and the required fire flow of 1,5000 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 mains for the Bozeman East development will supply the needed maximum daily flow with fire flow while maintaining the required 20-psi residual pressure at all points within the modeled area. Pressure during peak day ranges from 71 to 76psi. Available fire flow ranges from over 3,500gpm on Tschache Lane to 2,061gpm at Building C. (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 by Tschache Lane to the north, vacant lot and North 15th Ave to the east, and existing development to the south and west. 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 INTERSTATE 90 PROJECT LOCATION W GARFIELD ST OAK ST TSCHACHE ST engineerssurveyorsplannersscientists 2880 Technology Boulevard West Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 VICINITY MAP SCALE:1" = 3000' Appendix B Appendix C P SD S D S D SD4723 4722 SDSDSDSDSDSDSDSDSD SD SD 4724 47 2 1 WWWWW4721 47214725 4723 472347224725 472 3 4724 WATER VALVERIM=4722.96NUT=4715.47 SAN MHRIM=4729.31INV N=4717.92INV SE=4718.02 SDSDWSD4726 PPSDSD SDSDSDSDSDSDWATER VALVERIM=4722.72NUT=4715.23 4727 4724 WATER VALVERIM=4720.84NUT=4713.39 4722 WATER VALVERIM=4722.58NUT=4712.08 BLOW OFFVALVE ANDCURB STOP SAN MHRIM=4732.18 4720 4725SAN MHRIM=4724.99INV N=4715.61INV E=4715.59INV S=4715.51INV W=4715.48 4722 4725 4724 4723 4720 BLOW OFFVALVE ANDCURB STOP 4725 47 2 5 SAN MHRIM=4728.76INV N=4716.76INV S=4716.86 472247204720 4732 47314729 4727 4730P4730 4728 4726 WV 4724 4721 4723 4720 DYH WV WV WV P PDYH DYH PPDYH WV WV WV WV WV WV WV WV WV WV WV WV PPW W W W W W W W W W W W W W W W W W W WSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSNGNGNGNGN G NGBPBPBPBPBPB P B PBFBFBFBFBTBT B T BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVSDWATER VALVERIM=4722.92NUT=4716.37 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W 8W 8 W 8W 8W 8W 8W H YD4WS HYD8W 8W 8W8W8W8W8W8W8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8WHYD HYDHYDHYD8W8W8W8W8W8W6FIRE6WS8S8S8S8S 8S 8S 8S 8S 6SS S 8 S 8 S 8S 8S 8S 8S 8 S 8 S 8 S 8 S S S S S P SD S D S D SD4723 4722 SDSDSDSDSDSDSDSDSD SD SD 4724 47 2 1 WWWWW4721 47214725 4723 472347224725 472 3 4724 WATER VALVERIM=4722.96NUT=4715.47 SAN MHRIM=4729.31INV N=4717.92INV SE=4718.02 SDSDWSD4726 PPSDSD SDSDSDSDSDSDWATER VALVERIM=4722.72NUT=4715.23 4727 4724 WATER VALVERIM=4720.84NUT=4713.39 4722 WATER VALVERIM=4722.58NUT=4712.08 BLOW OFFVALVE ANDCURB STOP SAN MHRIM=4732.18 4720 4725SAN MHRIM=4724.99INV N=4715.61INV E=4715.59INV S=4715.51INV W=4715.48 4722 4725 4724 4723 4720 BLOW OFFVALVE ANDCURB STOP 4725 47 2 5 SAN MHRIM=4728.76INV N=4716.76INV S=4716.86 472247204720 4732 47314729 4727 4730P4730 4728 4726 WV 4724 4721 4723 4720 DYH WV WV WV P PDYH DYH PPDYH WV WV WV WV WV WV WV WV WV WV WV WV PPW W W W W W W W W W W W W W W W W W W WSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSNGNGNGNGN G NGBPBPBPBPBPB P B PBFBFBFBFBTBT B T BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVSDWATER VALVERIM=4722.92NUT=4716.37 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W 8W 8 W 8W 8W 8W 8W H YD4WS HYD8W 8W 8W8W8W8W8W8W8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8WHYD HYDHYDHYD8W8W8W8W8W8W6FIRE6WSColor Coding Legend Junction: Pressure (psi) <= 20<= 30<= 50<= 70<= 90<= 100 Color Coding Legend Pipe: Diameter (in) <= 4.00 <= 6.00 <= 8.00 <= 10.00 <= 12.00 Other 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W 8W 8 W 8W 8W 8W 8W H YD4WS HYD8W 8W 8W8W8W8W8W8W8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8WHYD HYDHYDHYD8W8W8W8W8W8W6FIRE6WS0 5050 10025 HORIZ. SCALE IN FEET TSCHACHE LANE © 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2019 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\3959\022\ACAD\Civil\Modeling\Water Model Fig 1.dwg Plotted by celine saucier on Mar/27/2019 engineerssurveyorsplannersscientistsengineerssurveyorsplannersscientists 3959.022 FIG. 1 BOZEMAN MONTANA 03/14/2019 WATER CAD LAYOUT BOZEMAN EAST - APARTMENTS 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 +1-203-755-16663/27/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterProposedCAD-mod.wtg Current Time: 0.000 hours ID Label Zone Demand (gpm) Pressure (psi) 65 J-19 Tschache Lane 0 76 67 J-20 Tschache Lane 0 76 69 J-21 Tschache Lane 0 75 71 J-22 Tschache Lane 0 72 90 J-28 Tschache Lane 0 81 93 J-31 Tschache Lane 0 81 107 J-34 Tschache Lane 0 76 113 J-37 Tschache Lane 0 76 115 J-38 Tschache Lane 0 76 117 J-39 Tschache Lane 0 75 119 J-40 Tschache Lane 0 75 121 J-41 Tschache Lane 0 75 123 J-42 Tschache Lane 0 75 125 J-43 Tschache Lane 0 74 128 J-44 Tschache Lane 0 76 130 J-45 Tschache Lane 0 75 132 J-46 Tschache Lane 0 75 134 J-47 Tschache Lane 0 76 136 J-48 Tschache Lane 0 74 138 J-49 Tschache Lane 0 75 140 J-50 Tschache Lane 0 74 142 J-51 Tschache Lane 0 74 144 J-52 Tschache Lane 0 74 146 J-53 Tschache Lane 0 75 148 J-54 Tschache Lane 0 75 150 J-55 Tschache Lane 0 76 170 J-62 Tschache Lane 0 76 173 J-63 Tschache Lane 0 76 176 J-64 Tschache Lane 6 73 179 J-66 Tschache Lane 0 73 181 J-67 Tschache Lane 0 76 184 J-68 Tschache Lane 0 76 187 J-69 Tschache Lane 0 73 189 J-70 Tschache Lane 10 73 194 J-72 Tschache Lane 18 72 197 J-74 Tschache Lane 0 72 220 J-84 Tschache Lane 0 74 223 J-85 Tschache Lane 0 74 226 J-86 Tschache Lane 0 71 231 J-89 Tschache Lane 44 71 243 J-90 <None> 0 76 ProposedCAD-mod.wtg 3/27/2019 Elevation (ft) 4,722.93 4,722.74 4,720.80 4,722.68 4,727.14 4,727.14 4,722.49 4,722.52 4,721.15 4,721.21 4,721.29 4,720.36 4,719.29 4,721.66 4,721.39 4,722.42 4,722.42 4,720.88 4,724.90 4,724.04 4,725.89 4,725.79 4,725.96 4,724.44 4,724.01 4,722.71 4,722.21 4,722.23 4,728.71 4,728.73 4,721.67 4,721.64 4,728.17 4,728.14 4,728.92 4,728.92 4,725.93 4,725.93 4,732.43 4,732.43 4,722.96 Bentley Systems, Inc. Haestad Methods Solution Center 4,896.91 4,896.89 4,899.27 Bentley WaterCAD CONNECT Edition [10.00.00.55] 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Hydraulic Grade (ft) 4,899.22 4,897.77 4,893.30 4,889.19 4,915.34 4,915.34 4,897.59 4,897.38 4,896.27 4,894.82 4,894.57 4,893.83 4,893.63 4,893.44 4,896.28 4,896.34 4,896.34 4,896.46 4,896.52 4,896.57 4,896.73 4,896.80 4,896.95 4,897.10 4,897.21 4,897.30 4,898.14 4,898.11 4,898.14 4,898.11 4,896.76 4,896.75 Page 1 of 1 Bozeman East Mixed Use Average Day : Junction Table 4,896.76 4,896.74 4,896.33 4,896.34 4,896.91 4,896.90 Current Time: 0.000 hours ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 68 P-14 J-19 12.0 Ductile Iron 130.0 7.82 70 P-15 J-20 12.0 Ductile Iron 130.0 7.82 72 P-16 J-21 12.0 Ductile Iron 130.0 9.79 74 P-17 J-22 12.0 Ductile Iron 130.0 9.79 88 P-22 J-22 6.0 Ductile Iron 130.0 0.00 94 P-23 H-6 6.0 Ductile Iron 130.0 0.00 95 P-24 J-31 6.0 Ductile Iron 130.0 0.00 100 P-25 R-7 6.0 Ductile Iron 130.0 40.04 101 P-26 PMP-1 6.0 Ductile Iron 130.0 40.04 111 P-30 J-34 6.0 Ductile Iron 130.0 0.00 114 P-31 J-34 8.0 Ductile Iron 130.0 4.88 118 P-33 J-38 8.0 Ductile Iron 130.0 4.42 120 P-34 J-39 8.0 Ductile Iron 130.0 4.42 122 P-35 J-40 8.0 Ductile Iron 130.0 4.42 124 P-36 J-41 8.0 Ductile Iron 130.0 4.42 126 P-37 J-42 8.0 Ductile Iron 130.0 4.42 127 P-38 J-43 10.0 Ductile Iron 130.0 2.83 129 P-39 J-38 8.0 Ductile Iron 130.0 0.92 131 P-40 J-44 8.0 Ductile Iron 130.0 0.92 133 P-41 J-45 6.0 Ductile Iron 130.0 1.83 135 P-42 J-46 8.0 Ductile Iron 130.0 1.03 137 P-43 J-47 8.0 Ductile Iron 130.0 1.03 141 P-45 J-49 8.0 Ductile Iron 130.0 1.03 143 P-46 J-50 8.0 Ductile Iron 130.0 1.03 147 P-48 J-52 8.0 Ductile Iron 130.0 1.31 149 P-49 J-53 8.0 Ductile Iron 130.0 1.31 151 P-50 J-54 8.0 Ductile Iron 130.0 1.31 161 P-56 J-53 6.0 Ductile Iron 130.0 0.00 164 P-57 J-51 6.0 Ductile Iron 130.0 0.00 167 P-58 J-49 6.0 Ductile Iron 130.0 0.00 169 P-59 J-37 8.0 Ductile Iron 130.0 1.31 174 P-62 J-62 8.0 Ductile Iron 130.0 4.88 175 P-63 J-63 8.0 Ductile Iron 130.0 4.88 177 P-64 J-64 4.0 Ductile Iron 130.0 0.14 180 P-65 J-66 6.0 Ductile Iron 130.0 0.00 182 P-66 J-37 8.0 Ductile Iron 130.0 3.57 185 P-68 J-67 8.0 Ductile Iron 130.0 3.57 186 P-69 J-68 8.0 Ductile Iron 130.0 3.50 188 P-70 J-69 6.0 Ductile Iron 130.0 0.00 190 P-71 J-70 4.0 Ductile Iron 130.0 0.26 192 P-72 H-11 6.0 Ductile Iron 130.0 0.00 195 P-73 J-72 4.0 Ductile Iron 130.0 0.46 199 P-75 J-74 6.0 Ductile Iron 130.0 0.00 222 P-87 J-84 8.0 Ductile Iron 130.0 1.31 224 P-88 J-51 8.0 Ductile Iron 130.0 1.03 225 P-89 J-85 8.0 Ductile Iron 130.0 1.31 227 P-90 J-86 6.0 Ductile Iron 130.0 0.00 232 P-92 J-89 6.0 Ductile Iron 130.0 0.50 244 P-93 J-28 12.0 Ductile Iron 130.0 10.01 245 P-94 J-90 12.0 Ductile Iron 130.0 7.82 246 P-95 J-90 8.0 Ductile Iron 130.0 4.92 247 P-96 J-49 8.0 Ductile Iron 130.0 1.03 Bozeman East Mixed Use Average Day: Pipe Table J-84 J-85 J-90 J-19 J-62 J-48 J-39 J-45 J-46 J-52 J-85 J-84 J-63 J-67 J-68 J-38 J-67 J-68 H-9 H-10 J-55 J-63 J-34 J-62 J-50 J-51 J-53 J-54 J-55 H-8 J-21 J-44 J-45 J-46 J-47 J-48 J-37 J-39 J-40 J-41 J-42 J-43 H-1 J-31 J-28 PMP-1 J-28 H-7 2,758 770 162 Stop Node J-20 J-21 J-22 R-1 -205 -162 -205 0 -44 3,528 549 0 -10 0 -18 0 765 765 -6 0 559 559 -205 -205 0 0 0 205 -162 -162 -162 -162 -162 -205 693 693 693 693 -144 -144 3,528 3,528 0 765 693 693 2,758 3,451 3,451 0 0 0 614 3 100 82 Flow (gpm) 2,758 50 41 171 4 57 57 2 79 44 39 12 49 75 3 47 51 47 99 163 108 94 11 22 11 112 2 180 97 261 103 27 80 22 21 45 26 30 9 35 26 20 157 Length (Scaled) (ft) 88 269 164 47 15 25 Current Time: 0.000 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 99 PMP-1 0 4,845.04 4,942.01 3,528On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Bozeman East Mixed Use Average Day: Pump Table ProposedCAD-mod.wtg 3/27/2019 Elevation (ft) 4,727.14 Pump Head (ft) 96.97 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status Pump Definition Detailed Report: Pump CurveElement Details102IDNotesPump CurveLabelPump Definition TypeStandard (3 Point)Pump Definition Typeft177.87Design Headgpm0Shutoff Flowgpm1,425Maximum Operating Flowft191.73Shutoff Headft166.32Maximum 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 +1-203-755-16663/27/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterProposedCAD-mod.wtg Pump Definition Detailed Report: Pump CurveGraphHead (ft)200.00175.00150.00125.00100.0075.0050.0025.000.00Pump Efficiency (%)125.0112.5100.087.575.062.550.037.525.012.50.0Flow (gpm)5,5005,0004,5004,0003,5003,0002,5002,0001,5001,0005000Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/27/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterProposedCAD-mod.wtg Scenario Summary ReportScenario: Max Day (Average*2.3)Scenario Summary237IDMax 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 +1-203-755-16663/27/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterProposedCAD-mod.wtg Current Time: 0.000 hours ID Label Zone Demand (gpm) Pressure (psi) 65 J-19 Tschache Lane 0 76 67 J-20 Tschache Lane 0 76 69 J-21 Tschache Lane 0 75 71 J-22 Tschache Lane 0 72 90 J-28 Tschache Lane 0 81 93 J-31 Tschache Lane 0 81 107 J-34 Tschache Lane 0 75 113 J-37 Tschache Lane 0 75 115 J-38 Tschache Lane 0 75 117 J-39 Tschache Lane 0 75 119 J-40 Tschache Lane 0 75 121 J-41 Tschache Lane 0 75 123 J-42 Tschache Lane 0 75 125 J-43 Tschache Lane 0 74 128 J-44 Tschache Lane 0 75 130 J-45 Tschache Lane 0 75 132 J-46 Tschache Lane 0 75 134 J-47 Tschache Lane 0 76 136 J-48 Tschache Lane 0 74 138 J-49 Tschache Lane 0 74 140 J-50 Tschache Lane 0 74 142 J-51 Tschache Lane 0 74 144 J-52 Tschache Lane 0 74 146 J-53 Tschache Lane 0 74 148 J-54 Tschache Lane 0 75 150 J-55 Tschache Lane 0 75 170 J-62 Tschache Lane 0 76 173 J-63 Tschache Lane 0 76 176 J-64 Tschache Lane 13 73 179 J-66 Tschache Lane 0 73 181 J-67 Tschache Lane 0 75 184 J-68 Tschache Lane 0 75 187 J-69 Tschache Lane 0 73 189 J-70 Tschache Lane 24 73 194 J-72 Tschache Lane 41 72 197 J-74 Tschache Lane 0 72 220 J-84 Tschache Lane 0 74 223 J-85 Tschache Lane 0 74 226 J-86 Tschache Lane 0 71 231 J-89 Tschache Lane 101 71 243 J-90 <None> 0 76 Page 1 of 1 Bozeman East Mixed Use Max Day: Junction Table 4,896.09 4,896.06 4,895.58 4,895.65 4,896.09 4,896.08 4,897.57 4,897.53 4,897.56 4,897.53 4,896.09 4,896.08 4,895.95 4,896.00 4,896.14 4,896.36 4,896.50 4,896.62 4,895.62 4,895.65 4,895.65 4,895.74 4,895.78 4,895.82 4,895.61 4,894.36 4,894.14 4,893.50 4,893.32 4,893.16 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Hydraulic Grade (ft) 4,898.79 4,897.38 4,893.04 4,889.13 4,914.96 4,914.96 4,896.96 4,896.72 4,725.93 4,725.93 4,732.43 4,732.43 4,722.96 Bentley Systems, Inc. Haestad Methods Solution Center 4,896.09 4,896.02 4,898.84 Bentley WaterCAD CONNECT Edition [10.00.00.55] 4,721.67 4,721.64 4,728.17 4,728.14 4,728.92 4,728.92 4,724.01 4,722.71 4,722.21 4,722.23 4,728.71 4,728.73 4,724.90 4,724.04 4,725.89 4,725.79 4,725.96 4,724.44 4,719.29 4,721.66 4,721.39 4,722.42 4,722.42 4,720.88 4,722.49 4,722.52 4,721.15 4,721.21 4,721.29 4,720.36 ProposedCAD-mod.wtg 3/27/2019 Elevation (ft) 4,722.93 4,722.74 4,720.80 4,722.68 4,727.14 4,727.14 Current Time: 0.000 hours ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 68 P-14 J-19 12.0 Ductile Iron 130.0 7.70 70 P-15 J-20 12.0 Ductile Iron 130.0 7.70 72 P-16 J-21 12.0 Ductile Iron 130.0 9.52 74 P-17 J-22 12.0 Ductile Iron 130.0 9.52 88 P-22 J-22 6.0 Ductile Iron 130.0 0.00 94 P-23 H-6 6.0 Ductile Iron 130.0 0.00 95 P-24 J-31 6.0 Ductile Iron 130.0 0.00 100 P-25 R-7 6.0 Ductile Iron 130.0 40.11 101 P-26 PMP-1 6.0 Ductile Iron 130.0 40.11 111 P-30 J-34 6.0 Ductile Iron 130.0 0.00 114 P-31 J-34 8.0 Ductile Iron 130.0 5.15 118 P-33 J-38 8.0 Ductile Iron 130.0 4.09 120 P-34 J-39 8.0 Ductile Iron 130.0 4.09 122 P-35 J-40 8.0 Ductile Iron 130.0 4.09 124 P-36 J-41 8.0 Ductile Iron 130.0 4.09 126 P-37 J-42 8.0 Ductile Iron 130.0 4.09 127 P-38 J-43 10.0 Ductile Iron 130.0 2.62 129 P-39 J-38 8.0 Ductile Iron 130.0 0.63 131 P-40 J-44 8.0 Ductile Iron 130.0 0.63 133 P-41 J-45 6.0 Ductile Iron 130.0 1.59 135 P-42 J-46 8.0 Ductile Iron 130.0 0.90 137 P-43 J-47 8.0 Ductile Iron 130.0 0.90 141 P-45 J-49 8.0 Ductile Iron 130.0 0.90 143 P-46 J-50 8.0 Ductile Iron 130.0 0.90 147 P-48 J-52 8.0 Ductile Iron 130.0 1.54 149 P-49 J-53 8.0 Ductile Iron 130.0 1.54 151 P-50 J-54 8.0 Ductile Iron 130.0 1.54 161 P-56 J-53 6.0 Ductile Iron 130.0 0.00 164 P-57 J-51 6.0 Ductile Iron 130.0 0.00 167 P-58 J-49 6.0 Ductile Iron 130.0 0.00 169 P-59 J-37 8.0 Ductile Iron 130.0 1.54 174 P-62 J-62 8.0 Ductile Iron 130.0 5.15 175 P-63 J-63 8.0 Ductile Iron 130.0 5.15 177 P-64 J-64 4.0 Ductile Iron 130.0 0.33 180 P-65 J-66 6.0 Ductile Iron 130.0 0.00 182 P-66 J-37 8.0 Ductile Iron 130.0 3.61 185 P-68 J-67 8.0 Ductile Iron 130.0 3.61 186 P-69 J-68 8.0 Ductile Iron 130.0 3.46 188 P-70 J-69 6.0 Ductile Iron 130.0 0.00 190 P-71 J-70 4.0 Ductile Iron 130.0 0.61 192 P-72 H-11 6.0 Ductile Iron 130.0 0.00 195 P-73 J-72 4.0 Ductile Iron 130.0 1.05 199 P-75 J-74 6.0 Ductile Iron 130.0 0.00 222 P-87 J-84 8.0 Ductile Iron 130.0 1.54 224 P-88 J-51 8.0 Ductile Iron 130.0 0.90 225 P-89 J-85 8.0 Ductile Iron 130.0 1.54 227 P-90 J-86 6.0 Ductile Iron 130.0 0.00 232 P-92 J-89 6.0 Ductile Iron 130.0 1.14 244 P-93 J-28 12.0 Ductile Iron 130.0 10.03 245 P-94 J-90 12.0 Ductile Iron 130.0 7.70 246 P-95 J-90 8.0 Ductile Iron 130.0 5.23 247 P-96 J-49 8.0 Ductile Iron 130.0 0.90 Bozeman East Mixed Use Max Day: Pipe Table J-84 J-85 J-90 J-19 J-62 J-48 J-39 J-45 J-46 J-52 J-85 J-84 J-63 J-67 J-68 J-38 J-67 J-68 H-9 H-10 J-55 J-63 J-34 J-62 J-50 J-51 J-53 J-54 J-55 H-8 J-21 J-44 J-45 J-46 J-47 J-48 J-37 J-39 J-40 J-41 J-42 J-43 H-1 J-31 J-28 PMP-1 J-28 H-7 2,715 820 141 Stop Node J-20 J-21 J-22 R-1 -241 -141 -241 0 -101 3,535 542 0 -24 0 -41 0 807 807 -13 0 566 566 -241 -241 0 0 0 241 -141 -141 -141 -141 -141 -241 641 641 641 641 -99 -99 3,535 3,535 0 807 641 641 2,715 3,357 3,357 0 0 0 614 3 100 82 Flow (gpm) 2,715 50 41 171 4 57 57 2 79 44 39 12 49 75 3 47 51 47 99 163 108 94 11 22 11 112 2 180 97 261 103 27 80 22 21 45 26 30 9 35 26 20 157 Length (Scaled) (ft) 88 269 164 47 15 25 Current Time: 0.000 hour ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 99 PMP-1 0 4,845.01 4,941.73 3,535On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Bozeman East Mixed-Uses Max Day: Pump Table ProposedCAD-mod.wtg 3/27/2019 Elevation (ft) 4,727.14 Pump Head (ft) 96.71 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status Current Time: 0.000 hours Label Zone Satisfies Fire Flow Constraints? Fire Flow (Available) (gpm) Pressure (Residual Lower Pressure (Calculated Residual) Pressure (Calculated Zone Lower H-1 Tschache Lane True 3,500 20 67 70 H-6 Tschache Lane True 3,500 20 52 60 H-7 Tschache Lane True 3,500 20 58 62 H-8 Tschache Lane True 3,500 20 50 52 H-9 Tschache Lane True 3,500 20 41 48 H-10 Tschache Lane True 3,500 20 46 50 H-11 Tschache Lane True 3,500 20 63 65 H-14 Tschache Lane True 3,500 20 39 55 J-19 Tschache Lane True 3,500 20 71 67 J-20 Tschache Lane True 3,500 20 71 68 J-21 Tschache Lane True 3,500 20 72 69 J-22 Tschache Lane True 3,500 20 72 70 J-28 Tschache Lane True 3,500 20 70 67 J-31 Tschache Lane True 3,500 20 60 60 J-34 Tschache Lane True 3,500 20 66 62 J-37 Tschache Lane True 3,500 20 66 62 J-38 Tschache Lane True 3,500 20 66 62 J-39 Tschache Lane True 3,500 20 67 65 J-40 Tschache Lane True 3,500 20 67 66 J-41 Tschache Lane True 3,500 20 70 67 J-42 Tschache Lane True 3,500 20 71 68 J-43 Tschache Lane True 3,500 20 71 68 J-44 Tschache Lane True 3,500 20 64 61 J-45 Tschache Lane True 3,500 20 59 56 J-46 Tschache Lane True 3,500 20 59 56 J-47 Tschache Lane True 3,500 20 54 54 J-48 Tschache Lane True 3,500 20 51 52 J-49 Tschache Lane True 3,500 20 50 50 J-50 Tschache Lane True 3,500 20 47 50 J-51 Tschache Lane True 3,500 20 48 48 J-52 Tschache Lane True 3,500 20 50 47 J-53 Tschache Lane True 3,500 20 54 52 J-54 Tschache Lane True 3,500 20 57 55 J-55 Tschache Lane True 3,500 20 62 59 J-62 Tschache Lane True 3,500 20 68 64 J-63 Tschache Lane True 3,500 20 67 64 J-64 Tschache Lane True 2,130 20 20 67 J-66 Tschache Lane True 3,500 20 49 64 J-67 Tschache Lane True 3,500 20 65 62 J-68 Tschache Lane True 3,500 20 65 62 J-69 Tschache Lane True 3,500 20 48 62 J-70 Tschache Lane True 2,390 20 20 65 J-72 Tschache Lane True 2,061 20 20 65 J-74 Tschache Lane True 3,500 20 40 56 J-84 Tschache Lane True 3,500 20 49 46 J-85 Tschache Lane True 3,500 20 49 46 J-86 Tschache Lane True 3,500 20 28 46 J-89 Tschache Lane True 3,500 20 27 46 J-90 Tschache Lane True 3,500 20 71 72 J-92 Tschache Lane True 3,500 20 55 72 Bozeman East Mixed-Use Max Day: Fire Flow 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 2 2 Pressure (Zone Lower Limit) (psi) 20 20 20 3 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Fire Flow Iterations 2 2 2 2 2 2 Scenario Summary ReportScenario: Peak Hour (Average*3)Scenario Summary241IDPeak 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 +1-203-755-16663/27/2019Bentley WaterCAD CONNECT Edition[10.00.00.55]Bentley Systems, Inc. Haestad Methods Solution CenterProposedCAD-mod.wtg Current Time: 0.000 hours ID Label Zone Demand (gpm) Pressure (psi) 65 J-19 Tschache Lane 0 76 67 J-20 Tschache Lane 0 75 69 J-21 Tschache Lane 0 74 71 J-22 Tschache Lane 0 72 90 J-28 Tschache Lane 0 81 93 J-31 Tschache Lane 0 81 107 J-34 Tschache Lane 0 75 113 J-37 Tschache Lane 0 75 115 J-38 Tschache Lane 0 75 117 J-39 Tschache Lane 0 75 119 J-40 Tschache Lane 0 75 121 J-41 Tschache Lane 0 75 123 J-42 Tschache Lane 0 75 125 J-43 Tschache Lane 0 74 128 J-44 Tschache Lane 0 75 130 J-45 Tschache Lane 0 75 132 J-46 Tschache Lane 0 75 134 J-47 Tschache Lane 0 75 136 J-48 Tschache Lane 0 74 138 J-49 Tschache Lane 0 74 140 J-50 Tschache Lane 0 73 142 J-51 Tschache Lane 0 73 144 J-52 Tschache Lane 0 73 146 J-53 Tschache Lane 0 74 148 J-54 Tschache Lane 0 74 150 J-55 Tschache Lane 0 75 170 J-62 Tschache Lane 0 76 173 J-63 Tschache Lane 0 76 176 J-64 Tschache Lane 17 73 179 J-66 Tschache Lane 0 73 181 J-67 Tschache Lane 0 75 184 J-68 Tschache Lane 0 75 187 J-69 Tschache Lane 0 72 189 J-70 Tschache Lane 31 72 194 J-72 Tschache Lane 54 72 197 J-74 Tschache Lane 0 72 220 J-84 Tschache Lane 0 73 223 J-85 Tschache Lane 0 73 226 J-86 Tschache Lane 0 71 231 J-89 Tschache Lane 131 71 243 J-90 <None> 0 76 Page 1 of 1 Bozeman East Mixed-Use Peak Hour: Junction Table 4,895.74 4,895.69 4,895.17 4,895.29 4,895.65 4,895.65 4,897.26 4,897.23 4,897.25 4,897.23 4,895.74 4,895.72 4,895.54 4,895.58 4,895.71 4,895.96 4,896.12 4,896.26 4,895.27 4,895.28 4,895.29 4,895.36 4,895.40 4,895.43 4,895.26 4,894.11 4,893.91 4,893.32 4,893.16 4,893.01 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Hydraulic Grade (ft) 4,898.56 4,897.17 4,892.90 4,889.10 4,914.76 4,914.76 4,896.63 4,896.38 4,725.93 4,725.93 4,732.43 4,732.43 4,722.96 Bentley Systems, Inc. Haestad Methods Solution Center 4,895.65 4,895.55 4,898.61 Bentley WaterCAD CONNECT Edition [10.00.00.55] 4,721.67 4,721.64 4,728.17 4,728.14 4,728.92 4,728.92 4,724.01 4,722.71 4,722.21 4,722.23 4,728.71 4,728.73 4,724.90 4,724.04 4,725.89 4,725.79 4,725.96 4,724.44 4,719.29 4,721.66 4,721.39 4,722.42 4,722.42 4,720.88 4,722.49 4,722.52 4,721.15 4,721.21 4,721.29 4,720.36 ProposedCAD-mod.wtg 3/27/2019 Elevation (ft) 4,722.93 4,722.74 4,720.80 4,722.68 4,727.14 4,727.14 Current Time: 0.000 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 68 P-14 J-19 12.0 Ductile Iron 130.0 7.64 70 P-15 J-20 12.0 Ductile Iron 130.0 7.64 72 P-16 J-21 12.0 Ductile Iron 130.0 9.38 74 P-17 J-22 12.0 Ductile Iron 130.0 9.38 88 P-22 J-22 6.0 Ductile Iron 130.0 0.00 94 P-23 H-6 6.0 Ductile Iron 130.0 0.00 95 P-24 J-31 6.0 Ductile Iron 130.0 0.00 100 P-25 R-7 6.0 Ductile Iron 130.0 40.15 101 P-26 PMP-1 6.0 Ductile Iron 130.0 40.15 111 P-30 J-34 6.0 Ductile Iron 130.0 0.00 114 P-31 J-34 8.0 Ductile Iron 130.0 5.29 118 P-33 J-38 8.0 Ductile Iron 130.0 3.91 120 P-34 J-39 8.0 Ductile Iron 130.0 3.91 122 P-35 J-40 8.0 Ductile Iron 130.0 3.91 124 P-36 J-41 8.0 Ductile Iron 130.0 3.91 126 P-37 J-42 8.0 Ductile Iron 130.0 3.91 127 P-38 J-43 10.0 Ductile Iron 130.0 2.50 129 P-39 J-38 8.0 Ductile Iron 130.0 0.47 131 P-40 J-44 8.0 Ductile Iron 130.0 0.47 133 P-41 J-45 6.0 Ductile Iron 130.0 1.45 135 P-42 J-46 8.0 Ductile Iron 130.0 0.81 137 P-43 J-47 8.0 Ductile Iron 130.0 0.81 141 P-45 J-49 8.0 Ductile Iron 130.0 0.81 143 P-46 J-50 8.0 Ductile Iron 130.0 0.81 147 P-48 J-52 8.0 Ductile Iron 130.0 1.65 149 P-49 J-53 8.0 Ductile Iron 130.0 1.65 151 P-50 J-54 8.0 Ductile Iron 130.0 1.65 161 P-56 J-53 6.0 Ductile Iron 130.0 0.00 164 P-57 J-51 6.0 Ductile Iron 130.0 0.00 167 P-58 J-49 6.0 Ductile Iron 130.0 0.00 169 P-59 J-37 8.0 Ductile Iron 130.0 1.65 174 P-62 J-62 8.0 Ductile Iron 130.0 5.29 175 P-63 J-63 8.0 Ductile Iron 130.0 5.29 177 P-64 J-64 4.0 Ductile Iron 130.0 0.43 180 P-65 J-66 6.0 Ductile Iron 130.0 0.00 182 P-66 J-37 8.0 Ductile Iron 130.0 3.64 185 P-68 J-67 8.0 Ductile Iron 130.0 3.64 186 P-69 J-68 8.0 Ductile Iron 130.0 3.44 188 P-70 J-69 6.0 Ductile Iron 130.0 0.00 190 P-71 J-70 4.0 Ductile Iron 130.0 0.79 192 P-72 H-11 6.0 Ductile Iron 130.0 0.00 195 P-73 J-72 4.0 Ductile Iron 130.0 1.37 199 P-75 J-74 6.0 Ductile Iron 130.0 0.00 222 P-87 J-84 8.0 Ductile Iron 130.0 1.65 224 P-88 J-51 8.0 Ductile Iron 130.0 0.81 225 P-89 J-85 8.0 Ductile Iron 130.0 1.65 227 P-90 J-86 6.0 Ductile Iron 130.0 0.00 232 P-92 J-89 6.0 Ductile Iron 130.0 1.49 244 P-93 J-28 12.0 Ductile Iron 130.0 10.04 245 P-94 J-90 12.0 Ductile Iron 130.0 7.64 246 P-95 J-90 8.0 Ductile Iron 130.0 5.40 247 P-96 J-49 8.0 Ductile Iron 130.0 0.81 Bozeman East Mixed-Use Peak Hour: Pipe Table J-84 J-85 J-90 J-19 J-62 J-48 J-39 J-45 J-46 J-52 J-85 J-84 J-63 J-67 J-68 J-38 J-67 J-68 H-9 H-10 J-55 J-63 J-34 J-62 J-50 J-51 J-53 J-54 J-55 H-8 J-21 J-44 J-45 J-46 J-47 J-48 J-37 J-39 J-40 J-41 J-42 J-43 H-1 J-31 J-28 PMP-1 J-28 H-7 2,693 846 128 Stop Node J-20 J-21 J-22 R-1 -259 -128 -259 0 -131 3,539 539 0 -31 0 -54 0 829 829 -17 0 570 570 -259 -259 0 0 0 259 -128 -128 -128 -128 -128 -259 613 613 613 613 -74 -74 3,539 3,539 0 829 613 613 2,693 3,306 3,306 0 0 0 614 3 100 82 Flow (gpm) 2,693 50 41 171 4 57 57 2 79 44 39 12 49 75 3 47 51 47 99 163 108 94 11 22 11 112 2 180 97 261 103 27 80 22 21 45 26 30 9 35 26 20 157 Length (Scaled) (ft) 88 269 164 47 15 25 Current Time: 0.000 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 99 PMP-1 0 4,845.00 4,941.58 3,539On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Bozeman East Mixed-Use Peak Hour: Pump Table ProposedCAD-mod.wtg 3/27/2019 Elevation (ft) 4,727.14 Pump Head (ft) 96.58 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status