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HomeMy WebLinkAbout6 NWX Water System Design Report 03-11-20 NORTHWEST CROSSING WATER SYSTEM IMPROVEMENTS DESIGN REPORT 3/10/2020 PREPARED BY: MMI #: 5659.003 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): ................................................. 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) ............................................................................................. 5 9 PROPOSED TREATMENT PROCESSES (1.1.8) ................................................................................ 5 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: JRN Approved By: MEE PROJECT NO.: N:\5659\003_Anderson\04 Design\Reports\water\NWX Design Report.doc 2 Northwest Crossing Mixed-Use Water Distribution Design Report 1 EXECUTIVE SUMMARY This report provides a basis for design of the Northwest Crossing subdivision water distribution system. The water distribution system serving the Northwest Crossing subdivision 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 parcels in the Northwest Crossing subdivision. 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 Northwest Crossing subdivision is a proposed 160-acre mixed-use neighborhood bordered by Cottonwood Street (principal arterial) to the east, Baxter Lane (minor arterial) to the north, Laurel Parkway (collector) to the west and West Oak Street (principal arterial) to the south. This project is located within the City of Bozeman, Montana. See the vicinity map for location details. This project involves extending approximately 20,325 feet of a new internal 8-inch Class 51 DIP water pipe into the proposed Northwest Crossing subdivision. The 8-inch internal mains will tie into the existing 10” main located at the south boundary along West Oak Street, a new 12” main in the future Laurel Parkway alignment, a new 16” main in future Cottonwood Road and a new 36” main along Baxter Lane. Each parcel will be serviced by a domestic water service and a fire service. b. The proposed water main infrastructure will be served by the City of Bozeman. c. Project Developer NWX, LLC PO Box 11890 Bozeman, MT 59719 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 Northwest Crossing subdivision which has the potential to include 1088 dwelling units with an additional limited commercial mixed use in the B-2 zoning district. 3 The new internal 8” line within the subdivision will tie into the existing 10” main located at the south boundary along West Oak Street, a new 12” main in the future Laurel Parkway alignment, a new 16” main in future Cottonwood Road and a new 36” main along Baxter Lane to create a looped system for the Northwest Crossing subdivision. The new 8” main inside the subdivision will service each of the parcels with the appropriate sized domestic and fire services. 4 ALTERNATE PLANS (1.1.3) No alternate plans were considered. 5 SITE CONDITIONS (1.1.4) The proposed Northwest Crossing subdivision is currently undeveloped agricultural land which gently slopes from south to north with existing grades of less than 4% and mostly Amsterdam silt loam, Hyalite-Beaverton complex and Turner loam soil deposits (USDA, Natural Resources Conservation Service, Web Soil Survey). Season high ground water ranges from 1 foot to three feet below existing grade and generally flows to the north, northwest. 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 Northwest Crossing subdivision will service sixteen (16) parcels of varying land uses. Northwest crossing consists of parcels with two different zoning designations. Parcels A, B and C are zoned B2-M with the rest of the parcels zoned REMU. At this point in the design, A and B are planned to be used as commercial centers while the other parcels will be multifamily housing. Average and maximum daily demands for the commercial developments are pulled from Table 3.9 of the City of Bozeman Water Facility Plan prepared by AE2S in 2017. For the parcels zoned REMU, the 2017 Bozeman Water Facility Plan lists and average day demand of 684 gallons per acre per day. This value appears significantly low based on a gallon per capita or dwelling unit basis. In order to review the validity of the 683 gallons per acre per day, the City of Bozeman plans and documents were reviewed for the latest data for detailed per capital water use in a technical memorandum that was completed as part of the City of Bozeman 2014 Water Conservation Plan. The average per capita per day use for residential units was extrapolated from this information to be 87 gallons per capita per day. Using an estimated 2.17 people per dwelling unit, 87 gallons per capital per day, and 684 gallons per acre per day results in 3.6 dwelling units per acre. This value is lower than the expected density for this development. The Unified Development Code and the City of Bozeman Design Standards were utilitze to develop a more accurate estimate of water use. Unlike other residential zoning districts, the 4 REMU zoning district does not have a minimum density requirement; however, the form and intensity standards suggest a relatively high density. For comparison purposes, the R-4 zoning district has a minimum density of 8 units per acre. The design standards identify a density of 10.4 dwelling units per acre for REMU zoned property. Based on this information, the water use is estimated to be 1,963 gallons per acre per day (10.4 dwelling units x 2.17 people per unit x 87 gallons per capita per day). Table 1 – Parcel Demand Development Parcel Area (acres) Zoning Average Demand (1,285 gpd/ac) Max Daily Flow (2,635 gpd/ac) Average Daily Flow (gpm) Max Daily Flow (gpm) A 9.03 B2-M 11603.55 23794.1 8.1 16.5 B 8.51 B2-M 10935.35 22423.9 7.6 15.6 TOTAL 17.5 - 22538.9 46217.9 15.7 32.1 Development Parcel Area (acres) Zoning Max Number of Units (10.4 Dwelling Units Per acre) Average Daily Demand (gpm) Max Daily Demand (gpm) C* 8.31 B2-M 86.42 11.33 26.05 D 3.16 REMU 32.86 4.31 9.91 E 3.61 REMU 37.54 4.92 11.32 F 12.31 REMU 128.02 16.78 38.60 G 12.29 REMU 127.82 16.75 38.53 H 9.25 REMU 96.20 12.61 29.00 I 8.37 REMU 87.05 11.41 26.24 J 2.84 REMU 29.54 3.87 8.90 K 2.15 REMU 22.36 2.93 6.74 L 0 REMU 0.00 0.00 0.00 M 2.36 REMU 24.54 3.22 7.40 N 2.3 REMU 23.92 3.14 7.21 O 1.94 REMU 20.18 2.64 6.08 P 5.01 REMU 52.10 6.83 15.71 Q 5.72 REMU 59.49 7.80 17.93 R 1.01 REMU 10.50 1.38 3.17 S 9.06 REMU 94.22 12.35 28.41 T 5.41 REMU 56.26 7.37 16.96 U 2.94 REMU 30.58 4.01 9.22 TOTAL 98.04 - 1019.62 133.65 307.39 * Current plan is develop parcel C with multi-family residential buildings, not commercial 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 predicted 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 this report, it is 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. 5 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 both by a reservoir and pump on Baxter Lane and a reservoir and pump along West Oak 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 tests were done by City Water Department staff on the following hydrants: Andalusian/Baxter (8/22/18) Static of 86psi, Residual of 77psi, Pitot of 70psi flowing 1405gpm on a 2.5” nozzle Abagail Ln/West Oak (8/16/18) Static of 94psi, Residual of 88psi, Pitot of 82psi flowing 1520gpm on a 2.5” nozzle The city adjusted pressure downwards 5 feet in this zone in the fall of 2018 after the flow tests were completed. This results in the pressures listed being 2 psi too high, thus they have been reduced as follows: Andalusian/Baxter (8/22/18) Static of 84psi, Residual of 75psi, Pitot of 68psi flowing 1405gpm on a 2.5” nozzle Abagail Ln/West Oak (8/16/18) Static of 92psi, Residual of 86psi, Pitot of 80psi flowing 1520gpm on a 2.5” nozzle 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 mains for the Northwest Crossing subdivision 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 max day ranges from 89 to 104 psi. The available fire flow is 3,500gpm for the subdivision. (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 6 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 subdivision is bounded by Baxter Lane to the north, Cottonwood Street to the east, Laurel Parkway to the west and West Oak Street to the south. 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. N:\5659\003_Anderson\04 Design\Reports\water\NWX Design Report 021120.doc Appendix A 11 T H S AV E 19 T H N AV E 27 T H N AV E 15 T H N AV E INTERSTATE 90 191HUFFINELN W LINCOLN ST W GARFIELD ST W COLLEGE W BABCOCK ST MAIN STW CO T T O N W O O D RD 235 BAXTER LN F R O N T A G E R D OAK STW 27 T H AV E N DURSTON RD DA V I S LN PROJECT LOCATION HA R P E R - RD PU C K E T T SP R I N G H I L L RD V A L L E Y R D C E N T E R E N AV E FE R G U S O N engineerssurveyorsplannersscientists 2880 Technology Boulevard West Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 VICINITY MAP SCALE:1" = 3000' Appendix B 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 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 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 W W W W W W W W W W W W W W W W W W W W W W W W ES ES ES DYH DYH DYH DYH DYH DYHDYH DYH I S GV I SSSSSSS S GV MW MW MW MW MW MW MW MW S S S S S S S S S S S S S TP TP TP TP TP TP TP TP TP TP TP TP TP TP T WVWV WV WV WV WVWVWVWVWVWVWVWVWV WV WV WV WV WV WV WV WV WV WV WV WVWV WV WV WV WV WV WV WV WV WVWV WV WV WV WV WV WV WV EW EW EW EW ES ES ES ESES ES ES ES ES ES ES ES ES ES EWEWEW E W EWEW E W E E P WV ES ES ES DYH DYH DYH DYH DYH DYHDYH DYH I S GV I SSSSSSS S GV MW MW MW MW MW MW MW MW S S S S S S S S S S S S S TP TP TP TP TP TP TP TP TP TP TP TP TP TP T WVWV WV WV WV WVWVWVWVWVWVWVWVWV WV WV WV WV WV WV WV WV WV WV WV WVWV WV WV WV WV WV WV WV WV WVWV WV WV WV WV WV WV WV EW EW EW EW ES ES ES ESES ES ES ES ES ES ES ES ES ES EWEWEW E W EWEW E W E E P WV K REMU 2.15 AC. J REMU 2.84 AC. R REMU 6.55 AC. E REMU 3.61 AC. G REMU 12.29 AC. O REMU 1.94 AC. T REMU 5.41 AC. P REMU 5.01 AC. C B2-M 8.31 AC. I REMU 8.37 AC. B B2-M 8.51 AC. U REMU 6.94 AC. H REMU 9.25 AC. PARK 2 5.35 AC. D REMU 3.16 AC. M REMU 2.36 AC.L REMU 4.53 AC. S REMU 9.06 AC. PARK 1 4.27 AC. A B2-M 9.03 AC. Q REMU 5.72 AC. F REMU 12.31 AC. PARK 3 6.92 AC. N REMU 2.30 AC. J-1 J-2P-1 J-3P-2 J-4P-3 J-5P-4 J-6P-5 J-7 J-8P-7 J-8P-8 H-1 J-10 J-9P-9 P-10 P-8 H-2P-11 R-1 PMP-1 P-11 P-12 J-19 P-13 J-20 P-14 J-21 P-15 J-22 J-23P-17 J-24P-18 J-25P-19 J-26P-20 J-27 P-21 J-28 P-22 J-29 P-23 P-24 J-30P-27 J-31 P-28 J-32 P-29 J-33 J-34 J-35 P-32 J-36P-33 J-37P-34 P-35 J-38 P-36 P-37 H-3 P-38 J-39 P- 3 9 J-40 P-4 0 P-4 1 J-41 P-4 2 J-42 P-43 J-43 P-44 J-44 P-45 J-45 P-4 6 J-46 P-4 7 J-47 P-4 8 J-48 P-49 J-49 P-50 J-50 P-51 J-52 P- 5 3 J-53 P-5 4 J-54 P-5 5 J-55 P-5 6 J-56 P-57 J-57 P-58 P-59 J-58 P-60 P-6 1 J-59 P-6 2 P-63 J-60 J-61P-65 P-66 J-62 P-67 J-63P-68 J-64 J-65P-70 J-66P-71 J-67P-72 P-73 J-68 P-7 5 J-69 P- 7 6 P-7 7 J-70 J-71 P-8 0 P- 8 1 H-4 P-82 J-72 P-8 3 J-73 J-74 P-8 5 J-75 P-8 7 J-76 P-8 8 J-77 J-78 P-90 P- 9 1 J-79 P- 9 2 P-9 3 H-5P-94 J-80 P-95 P-9 6 H-6P-97 J-81 P- 9 8 P-9 9 H-7P-100 H-8 P-101 J-82 P-1 0 4 J-83 P- 1 0 5 J-84 P-10 6 J-85 P-10 7 P-1 0 8 H-9P-109 H-10P-110 J-86 P-1 1 1 J-87 P-1 1 2 J-88 P-1 1 3 J-89 P-1 1 4 J-90 P-11 5 J-91 P-1 1 6 J-92 J-93 P-118 J-94 P-119 J-95P-120 P-121 P-122 H-11P-123 J-96 P-124 P-125 H-12 P-126 H-13 P- 1 2 7 P-128 J-97 P-131 J-98P-132 P-133 J-99P-134 P-135 H-14P- 1 3 6 H-15P-137 J-100 P-1 3 8 J-101P-139 J-102 P-140 J-103 P-141 J-104 P-142 J-105 P-143 J-106 P-144 J-107 P-145 J-108 P-146 P-147 J-109P-148 P-152 J-112 P-15 3 P-154 J-113 P-155 J-114P-156 P-157 J-115 P-1 5 8 J-116P-159 P-160 J-117 P-1 6 1 J-118P-162 P-163 J-119 P- 1 6 4 J-120 P-165 P-166 J-121 P-1 6 7 J-122P-168 P-169 J-123 P- 1 7 0 J-124 P-1 7 1 J-125 P-173 J-126 P-17 4 P- 1 7 5 J-127 P-176 J-128 P- 1 7 7 P-17 8 J-129P-179 J-130 P-180 J-131 P-181 P-182 J-132P-183 FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE, INC.,2020 N:\5659\003_Anderson\ACAD\Civil\Modeling\WATERCAD-proposed2020.dwg Plotted by celine saucier on Mar/10/2020 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net 5659.003NORTHWEST CROSSING BOZEMAN MONTANA WATER CONCEPT PLAN CJF --- MEE 03/2019 200 4001002000 SCALE IN FEET Appendix C Sc e n a r i o S u m m a r y R e p o r t Sc e n a r i o : A v e r a g e D a y Sc e n a r i o S u m m a r y 1 ID Av e r a g e D a y La b e l No t e s Ba s e A c t i v e T o p o l o g y Ac t i v e T o p o l o g y Ba s e P h y s i c a l Ph y s i c a l Ba s e D e m a n d De m a n d Ba s e I n i t i a l S e t t i n g s In i t i a l S e t t i n g s Ba s e O p e r a t i o n a l Op e r a t i o n a l Ba s e A g e Ag e Ba s e C o n s t i t u e n t Co n s t i t u e n t Ba s e T r a c e Tr a c e Ba s e F i r e F l o w Fi r e F l o w Ba s e E n e r g y C o s t En e r g y C o s t Ba s e T r a n s i e n t Tr a n s i e n t Ba s e P r e s s u r e D e p e n d e n t D e m a n d Pr e s s u r e D e p e n d e n t D e m a n d Ba s e F a i l u r e H i s t o r y Fa i l u r e H i s t o r y Ba s e S C A D A SC A D A Ba s e U s e r D a t a E x t e n s i o n s Us e r D a t a E x t e n s i o n s Ba s e C a l c u l a t i o n O p t i o n s St e a d y S t a t e / E P S S o l v e r C a l c u l a t i o n Op t i o n s Ba s e C a l c u l a t i o n O p t i o n s Tr a n s i e n t S o l v e r C a l c u l a t i o n O p t i o n s Hy d r a u l i c S u m m a r y St e a d y S t a t e Ti m e A n a l y s i s T y p e Tr u e Us e s i m p l e c o n t r o l s d u r i n g st e a d y s t a t e ? Ha z e n - Wi l l i a m s Fr i c t i o n M e t h o d Fa l s e Is E P S S n a p s h o t ? 0. 0 0 1 Ac c u r a c y 12 : 0 0 : 0 0 A M St a r t T i m e 40 Tr i a l s Hy d r a u l i c s On l y Ca l c u l a t i o n T y p e Pa g e 1 o f 1 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W Wa t e r t o w n , C T 0 6 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 3/ 1 0 / 2 0 2 0 Be n t l e y W a t e r C A D C O N N E C T E d i t i o n [1 0 . 0 0 . 0 0 . 5 5 ] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n Ce n t e r WA T E R C A D - p r o p o s e d 2 0 2 0 . w t g ID Label Demand (gpm) Hydraulic Grade (ft) 39 J-1 0 4,950.76 40 J-2 0 4,950.77 44 J-3 0 4,950.79 46 J-4 0 4,950.77 48 J-5 0 4,950.76 50 J-6 0 4,950.75 52 J-7 0 4,950.75 54 J-8 0 4,950.75 56 J-8 0 4,950.75 61 J-10 0 4,950.83 63 J-9 0 4,950.80 79 J-19 0 4,950.76 81 J-20 0 4,950.76 83 J-21 0 4,950.75 85 J-22 0 4,950.75 87 J-23 0 4,950.75 89 J-24 0 4,950.75 91 J-25 0 4,950.75 93 J-26 0 4,950.75 95 J-27 0 4,950.75 97 J-28 0 4,950.75 99 J-29 0 4,950.75 108 J-30 0 4,950.76 110 J-31 0 4,950.76 112 J-32 0 4,950.76 114 J-33 0 4,950.75 116 J-34 0 4,950.75 118 J-35 0 4,950.75 120 J-36 0 4,950.75 122 J-37 0 4,950.75 125 J-38 0 4,950.75 130 J-39 0 4,950.77 132 J-40 0 4,950.76 135 J-41 0 4,950.76 137 J-42 0 4,950.75 139 J-43 0 4,950.75 141 J-44 0 4,950.75 143 J-45 0 4,950.75 145 J-46 0 4,950.75 147 J-47 0 4,950.75 149 J-48 0 4,950.75 151 J-49 0 4,950.75 153 J-50 0 4,950.75 158 J-52 0 4,950.77 160 J-53 0 4,950.77 162 J-54 0 4,950.76 164 J-55 0 4,950.76 166 J-56 0 4,950.76 168 J-57 0 4,950.76 171 J-58 0 4,950.76 174 J-59 0 4,950.75 177 J-60 0 4,950.75 Northwest Crossing Average Day: Junction Table 96 96 96 99 103 103 104 91 92 95 96 100 100 101 101 102 102 97 97 93 96 98 99 97 97 97 98 98 98 103 102 98 95 94 97 92 98 102 103 105 103 90 89 89 88 92 92 Pressure (psi) 92 92 92 91 90 4,728.77 4,728.48 4,721.61 4,713.78 4,711.09 4,740.48 4,738.14 4,731.45 4,729.40 4,729.50 4,718.54 4,717.74 4,716.40 4,715.42 4,714.75 4,712.04 4,725.65 4,735.22 4,728.44 4,723.57 4,721.11 4,719.95 4,726.21 4,726.00 4,724.14 4,724.79 4,724.71 4,727.48 4,715.98 4,723.93 4,731.26 4,734.20 4,726.62 4,726.45 4,723.86 4,714.84 4,711.89 4,708.90 4,712.10 4,712.01 4,745.07 4,745.07 4,746.55 4,738.53 4,737.97 4,737.00 Elevation (ft) 4,737.99 4,738.01 4,738.45 4,739.69 4,741.77 4,742.18 179 J-61 0 4,950.75 182 J-62 0 4,950.75 184 J-63 0 4,950.75 186 J-64 0 4,950.75 188 J-65 0 4,950.75 190 J-66 0 4,950.75 192 J-67 0 4,950.75 196 J-68 0 4,950.75 198 J-69 0 4,950.75 201 J-70 0 4,950.75 204 J-71 0 4,950.75 209 J-72 0 4,950.75 211 J-73 0 4,950.75 213 J-74 0 4,950.75 216 J-75 0 4,950.75 218 J-76 0 4,950.75 220 J-77 0 4,950.75 222 J-78 0 4,950.75 225 J-79 0 4,950.75 230 J-80 0 4,950.75 235 J-81 0 4,950.75 243 J-82 0 4,950.75 246 J-83 0 4,950.75 248 J-84 0 4,950.75 250 J-85 0 4,950.75 257 J-86 0 4,950.75 259 J-87 0 4,950.75 261 J-88 0 4,950.75 263 J-89 0 4,950.75 265 J-90 0 4,950.75 267 J-91 0 4,950.75 269 J-92 0 4,950.75 271 J-93 0 4,950.75 273 J-94 0 4,950.75 275 J-95 0 4,950.75 281 J-96 0 4,950.75 290 J-97 0 4,950.75 293 J-98 0 4,950.75 296 J-99 0 4,950.75 303 J-100 4 4,950.76 305 J-101 7 4,950.77 307 J-102 12 4,950.76 309 J-103 8 4,950.75 311 J-104 1 4,950.75 313 J-105 7 4,950.75 315 J-106 3 4,950.75 317 J-107 3 4,950.75 319 J-108 0 4,950.75 322 J-109 3 4,950.75 330 J-112 0 4,950.75 333 J-113 3 4,950.75 335 J-114 0 4,950.75 338 J-115 4 4,950.75 340 J-116 0 4,950.75 343 J-117 11 4,950.75 345 J-118 0 4,950.75 348 J-119 17 4,950.75 101 101 105 105 102 102 102 103 100 101 102 102 104 102 94 95 97 93 95 98 91 91 92 90 93 95 96 96 96 95 95 94 98 99 101 99 98 97 95 98 98 100 101 103 100 98 95 102 93 94 102 102 101 102 101 100 101 4,716.24 4,708.59 4,715.77 4,714.85 4,713.87 4,712.07 4,718.00 4,717.87 4,714.29 4,714.84 4,710.84 4,714.49 4,708.44 4,731.57 4,727.29 4,735.83 4,731.50 4,724.40 4,719.45 4,739.34 4,737.78 4,743.78 4,736.41 4,731.82 4,732.49 4,728.10 4,729.70 4,731.34 4,732.23 4,732.98 4,739.30 4,722.04 4,717.68 4,721.05 4,723.71 4,725.78 4,728.12 4,724.28 4,723.45 4,720.28 4,716.68 4,713.03 4,724.73 4,723.14 4,732.28 4,714.31 4,735.55 4,732.70 4,731.63 4,716.07 4,717.32 4,715.87 4,718.17 4,720.51 4,719.44 4,717.02 4,715.63 350 J-120 0 4,950.75 353 J-121 13 4,950.75 355 J-122 0 4,950.75 358 J-123 17 4,950.75 360 J-124 0 4,950.75 363 J-125 5 4,950.75 365 J-126 0 4,950.75 368 J-127 4 4,950.75 370 J-128 0 4,950.76 373 J-129 11 4,950.75 375 J-130 8 4,950.75 377 J-131 0 4,950.75 380 J-132 8 4,950.75 96 94 93 Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 96 96 95 95 93 93 97 98 100 99 4,734.24 4,734.89 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 4,727.78 4,731.19 4,730.72 4,736.02 4,736.70 4,728.29 4,725.86 4,723.19 4,720.45 4,721.81 4,728.54 WATERCAD-proposed2020.wtg 3/10/2020 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 41 P-1 J-1 10.0 Ductile Iron 130.0 0.16 45 P-2 J-2 10.0 Ductile Iron 130.0 0.28 47 P-3 J-3 10.0 Ductile Iron 130.0 0.33 49 P-4 J-4 10.0 Ductile Iron 130.0 0.23 51 P-5 J-5 10.0 Ductile Iron 130.0 0.13 55 P-7 J-7 10.0 Ductile Iron 130.0 0.06 57 P-8 J-8 10.0 Ductile Iron 130.0 0.06 64 P-9 J-3 8.0 Ductile Iron 130.0 0.95 65 P-10 J-9 8.0 Ductile Iron 130.0 0.95 66 P-8 H-1 6.0 Ductile Iron 130.0 0.00 68 P-11 H-2 6.0 Ductile Iron 130.0 0.00 71 P-11 R-1 8.0 Ductile Iron 130.0 0.95 72 P-12 PMP-1 8.0 Ductile Iron 130.0 0.95 80 P-13 J-1 12.0 Ductile Iron 130.0 0.11 82 P-14 J-19 12.0 Ductile Iron 130.0 0.11 84 P-15 J-20 12.0 Ductile Iron 130.0 0.09 88 P-17 J-22 36.0 Ductile Iron 130.0 0.01 90 P-18 J-23 36.0 Ductile Iron 130.0 0.01 92 P-19 J-24 36.0 Ductile Iron 130.0 0.00 94 P-20 J-25 36.0 Ductile Iron 130.0 0.00 96 P-21 J-26 16.0 Ductile Iron 130.0 0.01 98 P-22 J-27 16.0 Ductile Iron 130.0 0.01 100 P-23 J-28 16.0 Ductile Iron 130.0 0.02 101 P-24 J-29 16.0 Ductile Iron 130.0 0.02 109 P-27 J-20 8.0 Ductile Iron 130.0 0.06 111 P-28 J-30 8.0 Ductile Iron 130.0 0.03 113 P-29 J-31 8.0 Ductile Iron 130.0 0.04 119 P-32 J-34 8.0 Ductile Iron 130.0 0.01 121 P-33 J-35 8.0 Ductile Iron 130.0 0.01 123 P-34 J-36 8.0 Ductile Iron 130.0 0.01 124 P-35 J-37 8.0 Ductile Iron 130.0 0.05 126 P-36 J-32 8.0 Ductile Iron 130.0 0.09 127 P-37 J-38 8.0 Ductile Iron 130.0 0.09 129 P-38 J-38 6.0 Ductile Iron 130.0 0.00 131 P-39 J-2 8.0 Ductile Iron 130.0 0.18 133 P-40 J-39 8.0 Ductile Iron 130.0 0.13 134 P-41 J-40 8.0 Ductile Iron 130.0 0.11 136 P-42 J-31 8.0 Ductile Iron 130.0 0.10 138 P-43 J-41 8.0 Ductile Iron 130.0 0.05 140 P-44 J-42 8.0 Ductile Iron 130.0 0.04 142 P-45 J-43 8.0 Ductile Iron 130.0 0.04 144 P-46 J-44 8.0 Ductile Iron 130.0 0.10 146 P-47 J-45 8.0 Ductile Iron 130.0 0.06 148 P-48 J-46 8.0 Ductile Iron 130.0 0.06 150 P-49 J-47 8.0 Ductile Iron 130.0 0.04 152 P-50 J-48 8.0 Ductile Iron 130.0 0.02 154 P-51 J-49 8.0 Ductile Iron 130.0 0.02 159 P-53 J-4 8.0 Ductile Iron 130.0 0.16 161 P-54 J-52 8.0 Ductile Iron 130.0 0.16 163 P-55 J-53 8.0 Ductile Iron 130.0 0.16 165 P-56 J-54 8.0 Ductile Iron 130.0 0.09 167 P-57 J-55 8.0 Ductile Iron 130.0 0.03 169 P-58 J-56 8.0 Ductile Iron 130.0 0.03 170 P-59 J-57 8.0 Ductile Iron 130.0 0.03 172 P-60 J-55 8.0 Ductile Iron 130.0 0.11 173 P-61 J-58 8.0 Ductile Iron 130.0 0.11 175 P-62 J-32 8.0 Ductile Iron 130.0 0.06 176 P-63 J-59 8.0 Ductile Iron 130.0 0.06 180 P-65 J-60 8.0 Ductile Iron 130.0 0.05 181 P-66 J-61 8.0 Ductile Iron 130.0 0.05 183 P-67 J-46 8.0 Ductile Iron 130.0 0.05 185 P-68 J-62 8.0 Ductile Iron 130.0 0.05 189 P-70 J-64 8.0 Ductile Iron 130.0 0.03 191 P-71 J-65 8.0 Ductile Iron 130.0 0.00 193 P-72 J-66 8.0 Ductile Iron 130.0 0.00 194 P-73 J-67 8.0 Ductile Iron 130.0 0.06 197 P-75 J-64 8.0 Ductile Iron 130.0 0.01 199 P-76 J-68 8.0 Ductile Iron 130.0 0.04 200 P-77 J-69 8.0 Ductile Iron 130.0 0.04 Average Day: Pipe Table Northwest Crossing J-33 J-65 J-66 J-67 J-27 J-68 J-69 J-59 J-44 J-61 J-46 J-62 J-63 J-55 J-56 J-57 J-40 J-58 J-32 J-48 J-49 J-50 J-52 J-53 J-54 J-42 J-43 J-44 J-45 J-46 J-47 J-33 H-3 J-39 J-40 J-31 J-41 J-32 J-35 J-36 J-37 J-28 J-38 J-27 J-28 J-29 J-8 J-30 J-31 J-20 J-21 J-23 J-24 J-25 J-26 J-10 J-9 J-10 PMP-1 J-10 J-19 Stop Node J-2 J-3 J-4 J-5 J-6 J-8 J-8 J-9 -2 -7 -7 8 8 4 1 1 -9 18 18 10 10 7 7 26 26 13 -4 -4 -4 9 9 6 3 3 26 17 16 8 6 6 16 -7 14 14 0 28 21 9 5 6 -2 -2 -2 14 5 5 -4 -12 -15 149 40 40 31 20 20 15 -149 -149 0 0 149 -40 -68 82 56 33 15 Flow (gpm) 270 245 259 386 92 529 275 281 321 97 170 331 208 94 151 39 592 189 95 285 133 233 152 96 192 81 13 267 183 172 193 177 59 303 487 30 15 146 559 255 128 439 124 131 271 529 896 738 649 472 814 24 57 896 860 704 531 103 25 61 30 30 27 Length (Scaled) (ft) 432 363 209 421 569 25 205 P-80 J-24 8.0 Ductile Iron 130.0 0.04 206 P-81 J-71 8.0 Ductile Iron 130.0 0.01 208 P-82 H-4 6.0 Ductile Iron 130.0 0.00 210 P-83 J-6 8.0 Ductile Iron 130.0 0.08 214 P-85 J-73 8.0 Ductile Iron 130.0 0.03 217 P-87 J-34 8.0 Ductile Iron 130.0 0.03 219 P-88 J-75 8.0 Ductile Iron 130.0 0.03 223 P-90 J-77 8.0 Ductile Iron 130.0 0.00 224 P-91 J-78 8.0 Ductile Iron 130.0 0.00 226 P-92 J-65 8.0 Ductile Iron 130.0 0.03 227 P-93 J-79 8.0 Ductile Iron 130.0 0.05 229 P-94 H-5 6.0 Ductile Iron 130.0 0.00 231 P-95 J-74 8.0 Ductile Iron 130.0 0.03 232 P-96 J-80 8.0 Ductile Iron 130.0 0.03 234 P-97 H-6 6.0 Ductile Iron 130.0 0.00 236 P-98 J-76 8.0 Ductile Iron 130.0 0.03 237 P-99 J-81 8.0 Ductile Iron 130.0 0.03 239 P-100 H-7 6.0 Ductile Iron 130.0 0.00 241 P-101 H-8 6.0 Ductile Iron 130.0 0.00 245 P-104 J-82 8.0 Ductile Iron 130.0 0.05 247 P-105 J-67 8.0 Ductile Iron 130.0 0.01 249 P-106 J-83 8.0 Ductile Iron 130.0 0.01 251 P-107 J-84 8.0 Ductile Iron 130.0 0.04 252 P-108 J-85 8.0 Ductile Iron 130.0 0.04 254 P-109 H-9 6.0 Ductile Iron 130.0 0.00 256 P-110 H-10 6.0 Ductile Iron 130.0 0.00 258 P-111 J-37 8.0 Ductile Iron 130.0 0.00 260 P-112 J-86 8.0 Ductile Iron 130.0 0.00 262 P-113 J-87 8.0 Ductile Iron 130.0 0.05 264 P-114 J-88 8.0 Ductile Iron 130.0 0.05 266 P-115 J-89 8.0 Ductile Iron 130.0 0.04 268 P-116 J-90 8.0 Ductile Iron 130.0 0.04 272 P-118 J-92 8.0 Ductile Iron 130.0 0.04 274 P-119 J-93 8.0 Ductile Iron 130.0 0.04 276 P-120 J-6 10.0 Ductile Iron 130.0 0.08 277 P-121 J-95 10.0 Ductile Iron 130.0 0.06 278 P-122 J-94 8.0 Ductile Iron 130.0 0.04 280 P-123 H-11 6.0 Ductile Iron 130.0 0.00 282 P-124 J-91 8.0 Ductile Iron 130.0 0.04 283 P-125 J-96 8.0 Ductile Iron 130.0 0.04 285 P-126 H-12 6.0 Ductile Iron 130.0 0.00 287 P-127 H-13 6.0 Ductile Iron 130.0 0.00 288 P-128 J-68 8.0 Ductile Iron 130.0 0.03 292 P-131 J-97 8.0 Ductile Iron 130.0 0.01 294 P-132 J-89 8.0 Ductile Iron 130.0 0.02 295 P-133 J-98 8.0 Ductile Iron 130.0 0.02 297 P-134 J-74 8.0 Ductile Iron 130.0 0.01 298 P-135 J-99 8.0 Ductile Iron 130.0 0.01 300 P-136 J-99 6.0 Ductile Iron 130.0 0.00 302 P-137 H-15 6.0 Ductile Iron 130.0 0.00 304 P-138 J-30 8.0 Ductile Iron 130.0 0.03 306 P-139 J-39 8.0 Ductile Iron 130.0 0.05 308 P-140 J-54 8.0 Ductile Iron 130.0 0.08 310 P-141 J-41 8.0 Ductile Iron 130.0 0.05 312 P-142 J-42 8.0 Ductile Iron 130.0 0.01 314 P-143 J-45 8.0 Ductile Iron 130.0 0.04 316 P-144 J-47 8.0 Ductile Iron 130.0 0.02 318 P-145 J-48 8.0 Ductile Iron 130.0 0.02 320 P-146 J-21 12.0 Ductile Iron 130.0 0.07 321 P-147 J-108 12.0 Ductile Iron 130.0 0.06 323 P-148 J-108 8.0 Ductile Iron 130.0 0.02 329 P-152 J-21 8.0 Ductile Iron 130.0 0.05 331 P-153 J-50 8.0 Ductile Iron 130.0 0.02 332 P-154 J-112 8.0 Ductile Iron 130.0 0.00 334 P-155 J-112 8.0 Ductile Iron 130.0 0.02 336 P-156 J-63 8.0 Ductile Iron 130.0 0.05 337 P-157 J-114 8.0 Ductile Iron 130.0 0.02 339 P-158 J-114 8.0 Ductile Iron 130.0 0.02 341 P-159 J-71 8.0 Ductile Iron 130.0 0.05 342 P-160 J-116 8.0 Ductile Iron 130.0 0.02 344 P-161 J-116 8.0 Ductile Iron 130.0 0.07 346 P-162 J-79 8.0 Ductile Iron 130.0 0.06 347 P-163 J-118 8.0 Ductile Iron 130.0 0.05 349 P-164 J-118 8.0 Ductile Iron 130.0 0.11 J-118 J-82 J-119 J-114 J-64 J-115 J-116 J-79 J-117 J-22 J-109 J-60 J-112 J-23 J-113 J-103 J-104 J-105 J-106 J-107 J-108 J-97 H-14 J-90 J-100 J-101 J-102 J-36 J-77 J-89 J-98 J-29 J-99 J-7 J-95 J-86 J-96 J-92 J-96 J-89 J-90 J-91 J-93 J-94 J-95 J-37 J-83 J-85 J-86 J-87 J-88 J-81 J-78 J-67 J-83 J-84 J-85 J-72 J-80 J-34 J-80 J-81 J-77 J-75 J-76 J-78 J-65 J-79 J-25 J-71 J-64 J-66 J-72 J-74 -4 11 9 -8 17 0 3 8 4 4 8 3 23 20 3 7 3 7 12 8 1 7 3 -3 -1 -1 0 0 4 -6 0 0 5 -1 -3 -6 20 15 -6 0 -6 0 -8 -8 -6 -6 -6 2 -6 -6 0 0 0 5 5 0 0 -8 2 4 -8 0 5 5 0 12 4 5 5 0 0 6 -1 0 208 157 349 207 185 192 83 102 127 117 320 90 656 192 175 311 157 280 234 227 241 157 142 123 51 157 12 12 138 182 7 18 529 241 103 117 274 245 148 11 298 151 137 153 51 59 72 226 150 229 12 12 51 122 107 12 14 270 44 270 468 16 517 44 16 339 104 94 83 229 41 468 270 27 351 P-165 J-33 8.0 Ductile Iron 130.0 0.07 352 P-166 J-120 8.0 Ductile Iron 130.0 0.01 354 P-167 J-120 8.0 Ductile Iron 130.0 0.08 356 P-168 J-77 8.0 Ductile Iron 130.0 0.06 357 P-169 J-122 8.0 Ductile Iron 130.0 0.05 359 P-170 J-122 8.0 Ductile Iron 130.0 0.11 361 P-171 J-33 8.0 Ductile Iron 130.0 0.02 364 P-173 J-124 8.0 Ductile Iron 130.0 0.03 366 P-174 J-124 8.0 Ductile Iron 130.0 0.05 367 P-175 J-126 8.0 Ductile Iron 130.0 0.08 369 P-176 J-126 8.0 Ductile Iron 130.0 0.03 371 P-177 J-70 8.0 Ductile Iron 130.0 0.08 372 P-178 J-128 8.0 Ductile Iron 130.0 0.15 374 P-179 J-128 8.0 Ductile Iron 130.0 0.07 376 P-180 J-87 8.0 Ductile Iron 130.0 0.05 378 P-181 J-72 8.0 Ductile Iron 130.0 0.08 379 P-182 J-131 8.0 Ductile Iron 130.0 0.03 381 P-183 J-131 8.0 Ductile Iron 130.0 0.05 J-131 J-73 J-132 J-70 J-127 J-128 J-5 J-129 J-130 J-122 J-84 J-123 J-124 J-125 J-126 J-120 J-34 J-121 11 8 12 4 8 5 -8 -12 4 -12 -23 -2 13 9 -8 17 -3 10 232 223 106 157 246 170 244 117 258 306 330 262 234 249 307 174 160 259 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 70 PMP-1 Pump Definition - Oak 4,738.52 4,950.85 149On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Average Day: Pump Table Northwest Crossing WATERCAD-proposed2020.wtg 3/10/2020 Elevation (ft) 4,738.53 Pump Head (ft) 212.33 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status Sc e n a r i o S u m m a r y R e p o r t Sc e n a r i o : M a x D a y ( a v e r a g e * 2 . 3 ) Sc e n a r i o S u m m a r y 75 ID Ma x D a y ( a v e r a g e * 2 . 3 ) La b e l No t e s <I > B a s e A c t i v e T o p o l o g y Ac t i v e T o p o l o g y <I > B a s e P h y s i c a l Ph y s i c a l Ma x D a y De m a n d <I > B a s e I n i t i a l S e t t i n g s In i t i a l S e t t i n g s <I > B a s e O p e r a t i o n a l Op e r a t i o n a l <I > B a s e A g e Ag e <I > B a s e C o n s t i t u e n t Co n s t i t u e n t <I > B a s e T r a c e Tr a c e Fi r e F l o w M a x D a y Fi r e F l o w <I > B a s e E n e r g y C o s t En e r g y C o s t <I > B a s e T r a n s i e n t Tr a n s i e n t <I > B a s e P r e s s u r e D e p e n d e n t D e m a n d Pr e s s u r e D e p e n d e n t D e m a n d <I > B a s e F a i l u r e H i s t o r y Fa i l u r e H i s t o r y <I > B a s e S C A D A SC A D A <I > B a s e U s e r D a t a E x t e n s i o n s Us e r D a t a E x t e n s i o n s Ma x D a y St e a d y S t a t e / E P S S o l v e r C a l c u l a t i o n Op t i o n s <I > B a s e C a l c u l a t i o n O p t i o n s Tr a n s i e n t S o l v e r C a l c u l a t i o n O p t i o n s Hy d r a u l i c S u m m a r y St e a d y S t a t e Ti m e A n a l y s i s T y p e Tr u e Us e s i m p l e c o n t r o l s d u r i n g st e a d y s t a t e ? Ha z e n - Wi l l i a m s Fr i c t i o n M e t h o d Fa l s e Is E P S S n a p s h o t ? 0. 0 0 1 Ac c u r a c y 12 : 0 0 : 0 0 A M St a r t T i m e 40 Tr i a l s Hy d r a u l i c s On l y Ca l c u l a t i o n T y p e Pa g e 1 o f 1 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W Wa t e r t o w n , C T 0 6 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 3/ 1 0 / 2 0 2 0 Be n t l e y W a t e r C A D C O N N E C T E d i t i o n [1 0 . 0 0 . 0 0 . 5 5 ] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n Ce n t e r WA T E R C A D - p r o p o s e d 2 0 2 0 . w t g ID Label Demand (gpm) Hydraulic Grade (ft) 39 J-1 0 4,949.74 40 J-2 0 4,949.77 44 J-3 0 4,949.84 46 J-4 0 4,949.79 48 J-5 0 4,949.73 50 J-6 0 4,949.70 52 J-7 0 4,949.69 54 J-8 0 4,949.69 56 J-8 0 4,949.69 61 J-10 0 4,950.06 63 J-9 0 4,949.91 79 J-19 0 4,949.74 81 J-20 0 4,949.72 83 J-21 0 4,949.70 85 J-22 0 4,949.69 87 J-23 0 4,949.69 89 J-24 0 4,949.69 91 J-25 0 4,949.69 93 J-26 0 4,949.69 95 J-27 0 4,949.69 97 J-28 0 4,949.69 99 J-29 0 4,949.69 108 J-30 0 4,949.71 110 J-31 0 4,949.71 112 J-32 0 4,949.71 114 J-33 0 4,949.69 116 J-34 0 4,949.69 118 J-35 0 4,949.69 120 J-36 0 4,949.69 122 J-37 0 4,949.69 125 J-38 0 4,949.69 130 J-39 0 4,949.76 132 J-40 0 4,949.72 135 J-41 0 4,949.70 137 J-42 0 4,949.70 139 J-43 0 4,949.70 141 J-44 0 4,949.70 143 J-45 0 4,949.70 145 J-46 0 4,949.69 147 J-47 0 4,949.69 149 J-48 0 4,949.69 151 J-49 0 4,949.69 153 J-50 0 4,949.69 158 J-52 0 4,949.79 160 J-53 0 4,949.78 162 J-54 0 4,949.73 164 J-55 0 4,949.72 166 J-56 0 4,949.72 168 J-57 0 4,949.72 171 J-58 0 4,949.72 174 J-59 0 4,949.70 177 J-60 0 4,949.70 Max Day: Junction Table Northwest Crossing 95 96 96 99 102 103 103 91 92 94 95 99 100 100 101 101 102 96 97 93 96 98 99 97 97 97 98 97 97 103 101 98 95 93 97 92 98 102 103 104 103 90 89 89 88 92 92 Pressure (psi) 92 92 91 91 90 4,728.77 4,728.48 4,721.61 4,713.78 4,711.09 4,740.48 4,738.14 4,731.45 4,729.40 4,729.50 4,718.54 4,717.74 4,716.40 4,715.42 4,714.75 4,712.04 4,725.65 4,735.22 4,728.44 4,723.57 4,721.11 4,719.95 4,726.21 4,726.00 4,724.14 4,724.79 4,724.71 4,727.48 4,715.98 4,723.93 4,731.26 4,734.20 4,726.62 4,726.45 4,723.86 4,714.84 4,711.89 4,708.90 4,712.10 4,712.01 4,745.07 4,745.07 4,746.55 4,738.53 4,737.97 4,737.00 Elevation (ft) 4,737.99 4,738.01 4,738.45 4,739.69 4,741.77 4,742.18 179 J-61 0 4,949.70 182 J-62 0 4,949.69 184 J-63 0 4,949.69 186 J-64 0 4,949.69 188 J-65 0 4,949.69 190 J-66 0 4,949.69 192 J-67 0 4,949.69 196 J-68 0 4,949.69 198 J-69 0 4,949.69 201 J-70 0 4,949.70 204 J-71 0 4,949.69 209 J-72 0 4,949.70 211 J-73 0 4,949.69 213 J-74 0 4,949.69 216 J-75 0 4,949.69 218 J-76 0 4,949.69 220 J-77 0 4,949.69 222 J-78 0 4,949.69 225 J-79 0 4,949.69 230 J-80 0 4,949.69 235 J-81 0 4,949.69 243 J-82 0 4,949.68 246 J-83 0 4,949.69 248 J-84 0 4,949.69 250 J-85 0 4,949.69 257 J-86 0 4,949.69 259 J-87 0 4,949.69 261 J-88 0 4,949.69 263 J-89 0 4,949.69 265 J-90 0 4,949.69 267 J-91 0 4,949.69 269 J-92 0 4,949.70 271 J-93 0 4,949.70 273 J-94 0 4,949.70 275 J-95 0 4,949.70 281 J-96 0 4,949.69 290 J-97 0 4,949.69 293 J-98 0 4,949.69 296 J-99 0 4,949.69 303 J-100 9 4,949.71 305 J-101 17 4,949.76 307 J-102 28 4,949.72 309 J-103 18 4,949.70 311 J-104 3 4,949.70 313 J-105 16 4,949.70 315 J-106 6 4,949.69 317 J-107 7 4,949.69 319 J-108 0 4,949.69 322 J-109 7 4,949.69 330 J-112 0 4,949.69 333 J-113 7 4,949.69 335 J-114 0 4,949.69 338 J-115 9 4,949.69 340 J-116 0 4,949.69 343 J-117 26 4,949.68 345 J-118 0 4,949.68 348 J-119 39 4,949.67 100 101 104 104 101 102 102 103 100 100 102 102 103 102 94 94 96 93 94 97 91 91 92 89 92 94 96 96 95 94 94 94 97 98 100 99 98 97 94 98 98 99 101 102 100 98 94 102 93 94 101 101 101 101 100 99 101 4,716.24 4,708.59 4,715.77 4,714.85 4,713.87 4,712.07 4,718.00 4,717.87 4,714.29 4,714.84 4,710.84 4,714.49 4,708.44 4,731.57 4,727.29 4,735.83 4,731.50 4,724.40 4,719.45 4,739.34 4,737.78 4,743.78 4,736.41 4,731.82 4,732.49 4,728.10 4,729.70 4,731.34 4,732.23 4,732.98 4,739.30 4,722.04 4,717.68 4,721.05 4,723.71 4,725.78 4,728.12 4,724.28 4,723.45 4,720.28 4,716.68 4,713.03 4,724.73 4,723.14 4,732.28 4,714.31 4,735.55 4,732.70 4,731.63 4,716.07 4,717.32 4,715.87 4,718.17 4,720.51 4,719.44 4,717.02 4,715.63 350 J-120 0 4,949.69 353 J-121 29 4,949.68 355 J-122 0 4,949.68 358 J-123 39 4,949.68 360 J-124 0 4,949.69 363 J-125 11 4,949.69 365 J-126 0 4,949.70 368 J-127 10 4,949.69 370 J-128 0 4,949.70 373 J-129 26 4,949.70 375 J-130 16 4,949.69 377 J-131 0 4,949.69 380 J-132 17 4,949.69 96 93 93 Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 96 96 95 95 92 92 97 98 99 99 4,734.24 4,734.89 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 4,727.78 4,731.19 4,730.72 4,736.02 4,736.70 4,728.29 4,725.86 4,723.19 4,720.45 4,721.81 4,728.54 WATERCAD-proposed2020.wtg 3/10/2020 ID Label Start Node Diameter (in) Material Hazen- Williams C Velocity (ft/s) 41 P-1 J-1 10.0 Ductile Iron 130.0 0.37 45 P-2 J-2 10.0 Ductile Iron 130.0 0.63 47 P-3 J-3 10.0 Ductile Iron 130.0 0.76 49 P-4 J-4 10.0 Ductile Iron 130.0 0.52 51 P-5 J-5 10.0 Ductile Iron 130.0 0.30 55 P-7 J-7 10.0 Ductile Iron 130.0 0.14 57 P-8 J-8 10.0 Ductile Iron 130.0 0.14 64 P-9 J-3 8.0 Ductile Iron 130.0 2.17 65 P-10 J-9 8.0 Ductile Iron 130.0 2.17 66 P-8 H-1 6.0 Ductile Iron 130.0 0.00 68 P-11 H-2 6.0 Ductile Iron 130.0 0.00 71 P-11 R-1 8.0 Ductile Iron 130.0 2.17 72 P-12 PMP-1 8.0 Ductile Iron 130.0 2.17 80 P-13 J-1 12.0 Ductile Iron 130.0 0.26 82 P-14 J-19 12.0 Ductile Iron 130.0 0.26 84 P-15 J-20 12.0 Ductile Iron 130.0 0.20 88 P-17 J-22 36.0 Ductile Iron 130.0 0.01 90 P-18 J-23 36.0 Ductile Iron 130.0 0.01 92 P-19 J-24 36.0 Ductile Iron 130.0 0.01 94 P-20 J-25 36.0 Ductile Iron 130.0 0.00 96 P-21 J-26 16.0 Ductile Iron 130.0 0.02 98 P-22 J-27 16.0 Ductile Iron 130.0 0.02 100 P-23 J-28 16.0 Ductile Iron 130.0 0.04 101 P-24 J-29 16.0 Ductile Iron 130.0 0.05 109 P-27 J-20 8.0 Ductile Iron 130.0 0.13 111 P-28 J-30 8.0 Ductile Iron 130.0 0.08 113 P-29 J-31 8.0 Ductile Iron 130.0 0.09 119 P-32 J-34 8.0 Ductile Iron 130.0 0.03 121 P-33 J-35 8.0 Ductile Iron 130.0 0.03 123 P-34 J-36 8.0 Ductile Iron 130.0 0.03 124 P-35 J-37 8.0 Ductile Iron 130.0 0.11 126 P-36 J-32 8.0 Ductile Iron 130.0 0.20 127 P-37 J-38 8.0 Ductile Iron 130.0 0.20 129 P-38 J-38 6.0 Ductile Iron 130.0 0.00 131 P-39 J-2 8.0 Ductile Iron 130.0 0.41 133 P-40 J-39 8.0 Ductile Iron 130.0 0.30 134 P-41 J-40 8.0 Ductile Iron 130.0 0.24 136 P-42 J-31 8.0 Ductile Iron 130.0 0.23 138 P-43 J-41 8.0 Ductile Iron 130.0 0.11 140 P-44 J-42 8.0 Ductile Iron 130.0 0.09 142 P-45 J-43 8.0 Ductile Iron 130.0 0.09 144 P-46 J-44 8.0 Ductile Iron 130.0 0.23 146 P-47 J-45 8.0 Ductile Iron 130.0 0.13 148 P-48 J-46 8.0 Ductile Iron 130.0 0.13 150 P-49 J-47 8.0 Ductile Iron 130.0 0.09 152 P-50 J-48 8.0 Ductile Iron 130.0 0.04 154 P-51 J-49 8.0 Ductile Iron 130.0 0.04 159 P-53 J-4 8.0 Ductile Iron 130.0 0.37 161 P-54 J-52 8.0 Ductile Iron 130.0 0.37 163 P-55 J-53 8.0 Ductile Iron 130.0 0.37 165 P-56 J-54 8.0 Ductile Iron 130.0 0.19 167 P-57 J-55 8.0 Ductile Iron 130.0 0.06 169 P-58 J-56 8.0 Ductile Iron 130.0 0.06 170 P-59 J-57 8.0 Ductile Iron 130.0 0.06 172 P-60 J-55 8.0 Ductile Iron 130.0 0.25 173 P-61 J-58 8.0 Ductile Iron 130.0 0.25 175 P-62 J-32 8.0 Ductile Iron 130.0 0.14 176 P-63 J-59 8.0 Ductile Iron 130.0 0.14 180 P-65 J-60 8.0 Ductile Iron 130.0 0.11 181 P-66 J-61 8.0 Ductile Iron 130.0 0.11 183 P-67 J-46 8.0 Ductile Iron 130.0 0.11 185 P-68 J-62 8.0 Ductile Iron 130.0 0.11 189 P-70 J-64 8.0 Ductile Iron 130.0 0.06 191 P-71 J-65 8.0 Ductile Iron 130.0 0.01 193 P-72 J-66 8.0 Ductile Iron 130.0 0.01 194 P-73 J-67 8.0 Ductile Iron 130.0 0.14 197 P-75 J-64 8.0 Ductile Iron 130.0 0.03 199 P-76 J-68 8.0 Ductile Iron 130.0 0.09 200 P-77 J-69 8.0 Ductile Iron 130.0 0.09 205 P-80 J-24 8.0 Ductile Iron 130.0 0.09 Max Day: Pipe Table Northwest Crossing J-33 J-71 J-65 J-66 J-67 J-27 J-68 J-69 J-59 J-44 J-61 J-46 J-62 J-63 J-55 J-56 J-57 J-40 J-58 J-32 J-48 J-49 J-50 J-52 J-53 J-54 J-42 J-43 J-44 J-45 J-46 J-47 J-33 H-3 J-39 J-40 J-31 J-41 J-32 J-35 J-36 J-37 J-28 J-38 J-27 J-28 J-29 J-8 J-30 J-31 J-20 J-21 J-23 J-24 J-25 J-26 J-10 J-9 J-10 PMP-1 J-10 J-19 Stop Node J-2 J-3 J-4 J-5 J-6 J-8 J-8 J-9 -4 -15 -15 14 18 18 10 1 1 -22 40 40 22 22 17 17 59 59 30 -9 -9 -9 20 20 14 6 6 59 38 35 17 14 14 36 -16 32 32 0 64 47 21 12 14 -4 -4 -4 30 11 11 -11 -28 -33 339 90 90 69 45 44 33 -339 -339 0 0 339 -90 -154 185 127 74 33 Flow (gpm) 270 245 259 468 386 92 529 275 281 321 97 170 331 208 94 151 39 592 189 95 285 133 233 152 96 192 81 13 267 183 172 193 177 59 303 487 30 15 146 559 255 128 439 124 131 271 529 896 738 649 472 814 24 57 896 860 704 531 103 25 61 30 30 27 Length (Scaled) (ft) 432 363 209 421 569 25 206 P-81 J-71 8.0 Ductile Iron 130.0 0.02 208 P-82 H-4 6.0 Ductile Iron 130.0 0.00 210 P-83 J-6 8.0 Ductile Iron 130.0 0.17 214 P-85 J-73 8.0 Ductile Iron 130.0 0.07 217 P-87 J-34 8.0 Ductile Iron 130.0 0.07 219 P-88 J-75 8.0 Ductile Iron 130.0 0.07 223 P-90 J-77 8.0 Ductile Iron 130.0 0.00 224 P-91 J-78 8.0 Ductile Iron 130.0 0.00 226 P-92 J-65 8.0 Ductile Iron 130.0 0.06 227 P-93 J-79 8.0 Ductile Iron 130.0 0.12 229 P-94 H-5 6.0 Ductile Iron 130.0 0.00 231 P-95 J-74 8.0 Ductile Iron 130.0 0.08 232 P-96 J-80 8.0 Ductile Iron 130.0 0.08 234 P-97 H-6 6.0 Ductile Iron 130.0 0.00 236 P-98 J-76 8.0 Ductile Iron 130.0 0.07 237 P-99 J-81 8.0 Ductile Iron 130.0 0.07 239 P-100 H-7 6.0 Ductile Iron 130.0 0.00 241 P-101 H-8 6.0 Ductile Iron 130.0 0.00 245 P-104 J-82 8.0 Ductile Iron 130.0 0.12 247 P-105 J-67 8.0 Ductile Iron 130.0 0.03 249 P-106 J-83 8.0 Ductile Iron 130.0 0.03 251 P-107 J-84 8.0 Ductile Iron 130.0 0.09 252 P-108 J-85 8.0 Ductile Iron 130.0 0.09 254 P-109 H-9 6.0 Ductile Iron 130.0 0.00 256 P-110 H-10 6.0 Ductile Iron 130.0 0.00 258 P-111 J-37 8.0 Ductile Iron 130.0 0.01 260 P-112 J-86 8.0 Ductile Iron 130.0 0.01 262 P-113 J-87 8.0 Ductile Iron 130.0 0.11 264 P-114 J-88 8.0 Ductile Iron 130.0 0.11 266 P-115 J-89 8.0 Ductile Iron 130.0 0.08 268 P-116 J-90 8.0 Ductile Iron 130.0 0.08 272 P-118 J-92 8.0 Ductile Iron 130.0 0.08 274 P-119 J-93 8.0 Ductile Iron 130.0 0.08 276 P-120 J-6 10.0 Ductile Iron 130.0 0.19 277 P-121 J-95 10.0 Ductile Iron 130.0 0.14 278 P-122 J-94 8.0 Ductile Iron 130.0 0.08 280 P-123 H-11 6.0 Ductile Iron 130.0 0.00 282 P-124 J-91 8.0 Ductile Iron 130.0 0.08 283 P-125 J-96 8.0 Ductile Iron 130.0 0.08 285 P-126 H-12 6.0 Ductile Iron 130.0 0.00 287 P-127 H-13 6.0 Ductile Iron 130.0 0.00 288 P-128 J-68 8.0 Ductile Iron 130.0 0.07 292 P-131 J-97 8.0 Ductile Iron 130.0 0.01 294 P-132 J-89 8.0 Ductile Iron 130.0 0.04 295 P-133 J-98 8.0 Ductile Iron 130.0 0.04 297 P-134 J-74 8.0 Ductile Iron 130.0 0.01 298 P-135 J-99 8.0 Ductile Iron 130.0 0.01 300 P-136 J-99 6.0 Ductile Iron 130.0 0.00 302 P-137 H-15 6.0 Ductile Iron 130.0 0.00 304 P-138 J-30 8.0 Ductile Iron 130.0 0.06 306 P-139 J-39 8.0 Ductile Iron 130.0 0.11 308 P-140 J-54 8.0 Ductile Iron 130.0 0.18 310 P-141 J-41 8.0 Ductile Iron 130.0 0.11 312 P-142 J-42 8.0 Ductile Iron 130.0 0.02 314 P-143 J-45 8.0 Ductile Iron 130.0 0.10 316 P-144 J-47 8.0 Ductile Iron 130.0 0.04 318 P-145 J-48 8.0 Ductile Iron 130.0 0.05 320 P-146 J-21 12.0 Ductile Iron 130.0 0.15 321 P-147 J-108 12.0 Ductile Iron 130.0 0.13 323 P-148 J-108 8.0 Ductile Iron 130.0 0.05 329 P-152 J-21 8.0 Ductile Iron 130.0 0.11 331 P-153 J-50 8.0 Ductile Iron 130.0 0.04 332 P-154 J-112 8.0 Ductile Iron 130.0 0.00 334 P-155 J-112 8.0 Ductile Iron 130.0 0.04 336 P-156 J-63 8.0 Ductile Iron 130.0 0.11 337 P-157 J-114 8.0 Ductile Iron 130.0 0.06 339 P-158 J-114 8.0 Ductile Iron 130.0 0.06 341 P-159 J-71 8.0 Ductile Iron 130.0 0.11 342 P-160 J-116 8.0 Ductile Iron 130.0 0.06 344 P-161 J-116 8.0 Ductile Iron 130.0 0.17 346 P-162 J-79 8.0 Ductile Iron 130.0 0.13 347 P-163 J-118 8.0 Ductile Iron 130.0 0.12 349 P-164 J-118 8.0 Ductile Iron 130.0 0.25 351 P-165 J-33 8.0 Ductile Iron 130.0 0.15 352 P-166 J-120 8.0 Ductile Iron 130.0 0.04 J-118 J-82 J-119 J-120 J-34 J-114 J-64 J-115 J-116 J-79 J-117 J-22 J-109 J-60 J-112 J-23 J-113 J-103 J-104 J-105 J-106 J-107 J-108 J-97 H-14 J-90 J-100 J-101 J-102 J-36 J-77 J-89 J-98 J-29 J-99 J-7 J-95 J-86 J-96 J-92 J-96 J-89 J-90 J-91 J-93 J-94 J-95 J-37 J-83 J-85 J-86 J-87 J-88 J-81 J-78 J-67 J-83 J-84 J-85 J-72 J-80 J-34 J-80 J-81 J-77 J-75 J-76 J-78 J-65 J-79 J-25 J-64 J-66 J-72 J-74 -6 -9 26 20 -19 39 23 0 7 18 9 9 17 7 52 45 7 17 6 17 28 18 3 16 6 -6 -2 -2 0 0 9 -13 0 0 10 -2 -6 -13 47 33 -13 0 -13 -1 -17 -17 -13 -13 -13 4 -14 -14 0 0 -1 11 11 0 0 -19 4 9 -19 0 13 13 0 27 11 11 11 1 1 -3 0 262 208 157 349 207 185 259 192 83 102 127 117 320 90 656 192 175 311 157 280 234 227 241 157 142 123 51 157 12 12 138 182 7 18 529 241 103 117 274 245 148 11 298 151 137 153 51 59 72 226 150 229 12 12 51 122 107 12 14 270 44 270 468 16 517 44 16 339 104 94 83 229 41 270 27 354 P-167 J-120 8.0 Ductile Iron 130.0 0.19 356 P-168 J-77 8.0 Ductile Iron 130.0 0.13 357 P-169 J-122 8.0 Ductile Iron 130.0 0.11 359 P-170 J-122 8.0 Ductile Iron 130.0 0.25 361 P-171 J-33 8.0 Ductile Iron 130.0 0.04 364 P-173 J-124 8.0 Ductile Iron 130.0 0.07 366 P-174 J-124 8.0 Ductile Iron 130.0 0.11 367 P-175 J-126 8.0 Ductile Iron 130.0 0.17 369 P-176 J-126 8.0 Ductile Iron 130.0 0.06 371 P-177 J-70 8.0 Ductile Iron 130.0 0.17 372 P-178 J-128 8.0 Ductile Iron 130.0 0.34 374 P-179 J-128 8.0 Ductile Iron 130.0 0.17 376 P-180 J-87 8.0 Ductile Iron 130.0 0.10 378 P-181 J-72 8.0 Ductile Iron 130.0 0.17 379 P-182 J-131 8.0 Ductile Iron 130.0 0.07 381 P-183 J-131 8.0 Ductile Iron 130.0 0.11 J-131 J-73 J-132 J-70 J-127 J-128 J-5 J-129 J-130 J-122 J-84 J-123 J-124 J-125 J-126 J-121 26 16 27 11 17 11 -17 -27 10 -27 -53 29 21 -18 39 -6 232 223 106 157 246 170 244 117 258 306 330 234 249 307 174 160 ID Label Pump Definition Hydraulic Grade (Suction) (ft) Hydraulic Grade (Discharge) Flow (Total) (gpm) 70 PMP-1 Pump Definition - Oak 4,738.46 4,950.12 339On Bentley WaterCAD CONNECT Edition [10.00.00.55] Page 1 of 1 Max Day - Pump Table Northwest Crossing WATERCAD-proposed2020.wtg 3/10/2020 Elevation (ft) 4,738.53 Pump Head (ft) 211.65 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Pump Status Pressure (Residual Lower Limit) (psi) Pressure (Zone Lower Limit) (psi)0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Day: Fire Flow Report Northwest Crossing 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 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 3,500 3,500 3,500 3,500 Fire Flow (Upper Limit) (gpm) 3,500 3,500 3,500 3,500 3,500 3,500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,500 0 0 0 0 0 1,500 1,500 1,500 1,500 1,500 1,500 Fire Flow (Needed) (gpm) 0 0 1,500 1,500 1,500 1,500 1,500 1,500 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 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 True True True True True True True True True True True True Is Fire Flow Run Balanced? 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 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 True True True True True True True True True True True True Satisfies Fire Flow Constraints? True True True True True True True True 35 35 35 35 35 35 37 36 36 36 35 35 39 39 35 38 38 37 36 36 36 35 35 35 37 38 37 37 36 36 36 35 35 35 34 36 34 34 34 37 37 37 36 35 35 35 35 35 33 34 50 44 38 37 39 42 39 37 35 33 34 28 35 34 34 38 30 35 35 35 35 35 Pressure (Calculated Zone Lower Limit) (psi) 44 50 36 35 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 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 2 3 2 2 2 2 3 2 2 2 2 2 Fire Flow Iterations 2 2 2 3 39 42 42 38 42 41 39 40 44 45 35 39 37 37 39 39 41 39 40 40 40 40 38 37 38 42 42 45 38 37 40 40 37 40 39 40 42 42 41 41 50 49 49 47 44 40 54 48 38 44 47 49 42 37 35 33 33 33 31 30 32 38 41 46 36 39 37 33 34 25 Pressure (Calculated Residual) (psi) 38 44 35 30 25 34 J-64 J-65 J-66 J-67 J-68 J-69 J-58 J-59 J-60 J-61 J-62 J-63 J-52 J-53 J-54 J-55 J-56 J-57 J-45 J-46 J-47 J-48 J-49 J-50 J-39 J-40 J-41 J-42 J-43 J-44 J-33 J-34 J-35 J-36 J-37 J-38 J-27 J-28 J-29 J-30 J-31 J-32 J-21 J-22 J-23 J-24 J-25 J-26 J-8 J-8 J-10 J-9 J-19 J-20 J-2 J-3 J-4 J-5 J-6 J-7 H-11 H-12 H-13 H-14 H-15 J-1 H-5 H-6 H-7 H-8 H-9 H-10 Label H-1 H-2 H-3 H-4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 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 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 True True 30 30 30 29 29 34 30 35 35 35 35 35 35 35 35 35 35 35 35 36 35 35 35 35 35 37 37 35 37 37 36 31 34 28 34 34 34 34 34 34 34 29 29 35 35 35 35 34 34 35 35 35 35 35 35 32 35 30 33 35 35 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 2 2 2 2 29 10 18 30 10 38 23 35 21 30 9 41 29 36 22 37 19 49 33 44 37 41 32 16 19 18 29 30 32 28 33 37 34 29 14 36 33 27 28 31 33 40 37 38 36 35 38 43 45 39 40 37 41 30 32 35 39 39 43 29 44 J-132 J-126 J-127 J-128 J-129 J-130 J-131 J-120 J-121 J-122 J-123 J-124 J-125 J-114 J-115 J-116 J-117 J-118 J-119 J-106 J-107 J-108 J-109 J-112 J-113 J-100 J-101 J-102 J-103 J-104 J-105 J-94 J-95 J-96 J-97 J-98 J-99 J-88 J-89 J-90 J-91 J-92 J-93 J-82 J-83 J-84 J-85 J-86 J-87 J-76 J-77 J-78 J-79 J-80 J-81 J-70 J-71 J-72 J-73 J-74 J-75 Pu m p D e f i n i t i o n D e t a i l e d R e p o r t : P u m p D e f i n i t i o n - O a k El e m e n t D e t a i l s 73 ID No t e s Pu m p De f i n i t i o n - Oa k La b e l Pu m p D e f i n i t i o n T y p e St a n d a r d ( 3 Po i n t ) Pu m p D e f i n i t i o n T y p e ft 20 5 . 5 9 De s i g n H e a d gp m 0 Sh u t o f f F l o w gp m 1, 5 2 0 Ma x i m u m O p e r a t i n g F l o w ft 21 2 . 5 2 Sh u t o f f H e a d ft 19 8 . 6 6 Ma x i m u m O p e r a t i n g H e a d gp m 1, 0 4 5 De s i g n F l o w Pu m p E f f i c i e n c y T y p e Be s t Ef f i c i e n c y Po i n t Pu m p E f f i c i e n c y T y p e % 10 0 . 0 Mo t o r E f f i c i e n c y % 10 0 . 0 BE P E f f i c i e n c y Fa l s e Is V a r i a b l e S p e e d D r i v e ? gp m 0 BE P F l o w Tr a n s i e n t ( P h y s i c a l ) lb · f t ² 0. 0 0 0 In e r t i a ( P u m p a n d M o t o r ) SI = 2 5 , US = 1 2 8 0 Sp e c i f i c S p e e d rp m 0 Sp e e d ( F u l l ) Tr u e Re v e r s e S p i n A l l o w e d ? Pa g e 1 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W Wa t e r t o w n , C T 0 6 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 3/ 1 0 / 2 0 2 0 Be n t l e y W a t e r C A D C O N N E C T E d i t i o n [1 0 . 0 0 . 0 0 . 5 5 ] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n Ce n t e r WA T E R C A D - p r o p o s e d 2 0 2 0 . w t g Pu m p D e f i n i t i o n D e t a i l e d R e p o r t : P u m p D e f i n i t i o n - O a k Gr a p h H e a d ( f t ) 22 5 . 0 0 20 0 . 0 0 17 5 . 0 0 15 0 . 0 0 12 5 . 0 0 10 0 . 0 0 75 . 0 0 50 . 0 0 25 . 0 0 0. 0 0 Pump Efficiency (%) 12 0 . 0 10 0 . 0 80 . 0 60 . 0 40 . 0 20 . 0 0. 0 Fl o w ( g p m ) 6, 0 0 0 5, 0 0 0 4, 0 0 0 3, 0 0 0 2, 0 0 0 1, 0 0 0 0 Pa g e 2 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W Wa t e r t o w n , C T 0 6 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 3/ 1 0 / 2 0 2 0 Be n t l e y W a t e r C A D C O N N E C T E d i t i o n [1 0 . 0 0 . 0 0 . 5 5 ] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n Ce n t e r WA T E R C A D - p r o p o s e d 2 0 2 0 . w t g