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19 - Design Report - Northwest Crossing - Water
NORTHWEST CROSSING WATER SYSTEM IMPROVEMENTS DESIGN REPORT June 2019 PREPARED BY: FMorrisonT ® Maierl e engineers surveyors planners scientists MMI #: 5659.003 t 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)..........................................................................................................4 8 SOURCES OF WATER SUPPLY(1.1.7).............................................................................................5 9 PROPOSED TREATMENT PROCESSES (1.1.8)................................................................................5 10 SEWAGE SYSTEM AVAILABLE (1.1.9).........................................................................................5 11 WASTE DISPOSAL(1.1.10)............................................................................................................5 12 AUTOMATION (1.1.11) ....................................................................................................................5 13 PROJECT SITES (1.1.12) ................................................................................................................5 14 FINANCING (1.1.13).........................................................................................................................5 15 FUTURE EXTENSIONS (1.1.14)......................................................................................................5 APPENDICES Appendix A Location Map Appendix B WaterCAD Layout Appendix C WaterCAD Results Prepared by: Morrison-Maierle, Inc. 2880 Technology Blvd. W. Bozeman, Montana 59771 Phone: (406) 587-0721 Fax: (406) 922-6702 Written By: CMS Checked By: JRN Approved By: MEE PROJECT NO.: NA5659\003 Anderson\04 Design\Reports\water\NWX Design Report doc 1 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 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 parcels in the Northwest Crossing 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 Northwest Crossing development 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 development. The 8-inch internal main will tie into the following new collector mains: 36-inch water main along West Oak, 10-inch water main along Baxter Ln, 12-inch water main to the west and 16- inch water main to the east creating a looped system for the development. 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 development which has the potential to include 1088 dwelling units with an additional limited commercial mixed use in the B-2 zoning district. 2 The new internal 8" line within the development will tie into the existing 10" main located at the south boundary along West Oak, a new 12" main to the west, 16" main to the east and the 36" main along Baxter Lane to create a looped system for the Northwest Crossing development. The new 8" main inside the development will service each of the parcels by a 6-inch fire service and a 6-inch water service. This water main extension will serve the buildout of the property. 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). 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 development will service sixteen (16) parcels of varying land uses. The capacity requirement for the water main extension is calculated as follows: Table 1 -Parcel Demand Community Commercial Mixed Use Development Average Demand Max Daily Flow Average Daily Flow Max Daily flow Parcel Area(acres) (1,285gdP/acj (2,6351 dp/ac (gpmt _�gpm) - A 10.1 12978.5 26613.5 9.0 21.1 B 12.2 15677 32147.0 10.9 22.3 Residential Development Allowable Density Area(acres) Total Units Population Demand(gpd) Average Daily Flow Max Daily Flow Parcel (units/acre) (2.11 ppl/DU) (135gpd/person) (gpm) (gpm) C/D/E 10 15.9 159 335 45291.2 31.5 72.3 9.9 __ _79.2 _ 167 22560.1 15.7 36.0 6 8 15.5 124 262 35321.4 24.5 56.4 H 8 7 56 118 15951.6 11.1 25.5 _--- I- 8 _-- -10 -- 80 - _-_ 169 22788.0 _ _15.8 36.4 _ 1 8 5.9 47.2 100 13444.9 9.3 21.5 K 8 2.3 18.4 39 5241.2 3.6 8.4 10.4 -__--- 22--- 2962.4 2.1 4.7 M 8 1.7 13.6 29 -- 38 44.0 --- 2.7 ------ 6.2 N 8 6.6 52.8 111 15040.1 10.4 24.0 8 8.6 68.8 145 _ 19597.7 13.6 31.3 P 8--- --- 18------ 144 -- 304----� 41018.4 �----28.5 ------- 65.5 Total Average Daily Flow (gpm): 189gpm Total Max Daily Flow (gpm): 432gpm 3 v 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. 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,OOOgpm 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. 7 FLOW REQUIREMENTS (1.1.6) Modefrng 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 70 flowing 1405gpm on a 2.5" nozzle Abagail Ln/ West Oak (8/16/18) Static of 94psi, Residual of 88psi, Pitot of 82 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 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 max day ranges from 70 to 87psi. The available fire flow is 3,500gpm for the development. (See the WaterCAD model flow results located in the appendix at the end of this report for additional information). 4 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 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. 5 Appendix A M r Z 40t-, ( W F > Z BARTER 1_N `l ICJ PA A am w W p K _ �_° w t i p �` LU p i N Z Z x t� . • Z O .LOCATION ' z � . : DURSTON RD '� -> O - Z o Z (W BABCOCK STD W MAIN s 0O - HUFFINE LN J .. a WCOL r r - _ R n I LU LU �W GARFIELD ST _ a W LINCOLN ST 111 Appendix B 5 v— I 1 f \ _, �� I i^ ✓ -�- ..ter - - -� l J J 1.7 / I 1 ` }I t,� A l I'eAC r 1 /� l 5.f"L ! Color Coding Legend Pipe:Diameter(in) V16A6 =6.00 '\ \\_ fir---� 1�_ 12.00 3600 '. l��•'! (�� \ JColor Coding Legend uncton:Pressure(psi) 8:6-AC ni , � ; 1, �r' �-�_), ✓ I V /' , <=20 70 I� ,,� L ov vw � '• I �O p L!'�� �•'�"'�--_�-_-J �,-_l -�,��� �L /�-�-'� � _\_5�-� � - V ^ �-�, �. /ram--,-✓✓\- I � �i \y� � �''� l_ f �\ I �l (`\ y. I 1 �� v��✓!! �� �, G 0 ` �J� l V r �. L C/ -\, '� J J�I J 10.1 2.9 AC i r A. I 1 1\ L. ZIZ • � ry � N7 • -N- L_ I;iP, 't• a ��' �' � o QU GL °\�t L. �� �� �' ..��-����! , �.-,";.. r� L L -�� t 41 4 R 1L I 200 100 0 200 400 ` 1 •, SCALE IN FEET c DRAWN BY: CJF PROJECT NO. ■■ MOrrIJOI n I Q 266oTechnology west NORTHWEST CROSSING Bozeman,MT 59718 DSGN.BY: 5659.003 % • M a i e r l e 406.587.0721 gPPR.BY MEE BOZEMAN MONTANA -_._. ® www.m-m.net DATE: 03/2019 FIGURE NUMBER .I engineers•surveyors•planners-scientists WATER CONCEPT PLAN _ COPYRIGHT�IAOPRISON AIFIERLE.INC,2010 N:156591003_AndersonlACAD\Civil\Modeling\WATERCAD-proposed.dwg Plotted by reline saucier on Jun/4/2019 Appendix C Scenario Summary Report Scenario: Average Day Scenario Summary ID 1 Label Average Day Notes Active Topology Base Active Topology Physical Base Physical Demand Base Demand Initial Settings Base Initial Settings Operational Base Operational Age Base Age Constituent Base Constituent Trace Base Trace Fire Flow Base Fire Flow Energy Cost Base Energy Cost Transient Base Transient Pressure Dependent Demand Base Pressure Dependent Demand Failure History Base Failure History SCADA Base SCADA User Data Extensions Base User Data Extensions Steady State/EPS Solver Calculation Base Calculation Options Options Transient Solver Calculation Options Base Calculation Options Hydraulic Summary Time Analysis Type Steady State Use simple controls during True steady state? Friction Method Hazen- Is EPS Snapshot? False Williams Accuracy 0.001 Start Time 12:00:00 AM Trials 40 Calculation Type Fire Flow Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD CONNECT Edition WATERCAD-proposed.wtg Center [10.00.00.55] 6/4/2019 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown,CT 06795 USA +1-203-755-1666 Northwest Crossing Average Day: Junction Table ID Label Elevation Demand Hydraulic Grade Pressure (ft) (9pm) (ft) (psi) 31 J-1 4,720.80 0 4,894.16 75 33 J-2 4,720.97 0 4,896.11 76 35 J-3 4,722.90 0 4,916.42 84 37 J-4 4,719.47 0 4,881.22 70 41 J-5 4,746.12 0 4,924.59 77 42 J-6 4,756.34 0 4,922.36 72 45 3-7 4,756.34 0 4,922.34 72 50 J-8 4,754.92 0 4,922.28 72 54 J-9 4,748.56 0 4,923.57 76 57 J-10 4,752.00 0 4,923.57 74 62 J-11 4,749.33 0 4,923.57 75 89 J-14 4,736.02 0 4,920.93 80 91 J-15 4,715.42 0 4,916.58 87 93 J-16 4,716.47 0 4,916.57 87 95 J-17 4,720.48 0 4,916.56 85 97 J-18 4,725.26 0 4,916.55 83 99 J-19 4,727.76 0 4,916.52 82 102 J-20 4,730.51 0 4,917.05 81 104 J-21 4,733.51 0 4,917.67 80 106 J-22 4,736.72 0 4,918.27 79 108 J-23 4,743.17 0 4,919.39 76 110 J-24 4,749.00 0 4,920.96 74 113 J-25 4,728.55 0 4,917.37 82 115 J-26 4,728.89 0 4,917.43 82 117 J-27 4,732.15 0 4,917.94 80 119 J-28 4,732.59 0 4,918.01 80 121 J-29 4,733.92 0 4,918.23 80 123 J-30 4,738.15 0 4,919.07 78 125 J-31 4,738.63 0 4,919.14 78 127 J-32 4,739.62 0 4,919.39 78 129 J-33 4,742.31 0 4,919.97 77 131 J-34 4,742.81 0 4,920.08 77 133 J-35 4,743.90 0 4,920.34 76 135 J-36 4,744.34 0 4,920.48 76 137 J-37 4,744.88 0 4,920.61 76 139 J-38 4,746.31 0 4,920.91 76 141 J-39 4,745.98 0 4,921.30 76 143 J-40 4,746.57 0 4,921.40 76 145 J-41 4,751.47 0 4,922.21 74 149 J-42 4,748.40 0 4,920.92 75 151 J-43 4,749.00 0 4,920.92 74 153 J-44 4,749.02 0 4,920.93 74 155 J-45 4,748.99 0 4,920.93 74 157 J-46 4,748.74 0 4,920.94 75 161 J-47 4,740.49 0 4,919.39 77 166 J-49 4,735.41 0 4,919.40 80 168 J-50 4,735.26 0 4,919.40 80 170 J-51 4,735.84 0 4,919.39 79 172 J-52 4,736.68 0 4,919.57 79 174 J-53 4,737.30 0 4,919.77 79 176 J-54 4,737.81 0 4,919.98 79 179 J-55 4,751.02 0 4,922.30 74 182 3-56 4,745.79 0 4,921.15 76 184 J-57 4,742.21 0 4,920.66 77 187 J-58 4,733.65 0 4,919.09 80 189 J-59 4,731.96 0 4,918.83 81 191 3-60 4,730.71 0 4,918.45 81 193 J-61 4,730.19 0 4,918.22 81 195 J-62 4,728.79 0 4,917.93 82 197 J-63 4,725.13 0 4,917.40 83 199 J-64 4,724.22 0 4,917.26 84 201 J-65 4,723.63 0 4,917.13 84 204 J-66 4,732.32 0 4,918.22 80 207 J-67 4,730.56 0 4,918.46 81 209 J-68 4,728.86 0 4,918.23 82 211 J-69 4,727.52 0 4,918.06 82 213 J-70 4,725.26 0 4,917.76 83 215 J-71 4,723.24 0 4,917.42 84 217 J-72 4,722.64 0 4,917.31 84 219 J-73 4,720.56 0 4,917.11 85 221 J-74 4,719.33 0 4,916.96 86 224 J-75 4,717.27 0 4,917.05 86 227 J-76 4,717.91 3 4,917.05 86 229 J-77 4,717.45 0 4,917.07 86 232 J-78 4,717.96 0 4,917.07 86 234 J-79 4,719.96 0 4,916.96 85 236 J-80 4,719.19 0 4,916.94 86 239 J-81 4,719.76 2 4,916.94 85 241 J-82 4,719.58 4 4,916.94 85 243 J-83 4,719.90 0 4,916.96 85 245 J-84 4,727.73 9 4,917.93 82 247 J-85 4,728.95 0 4,917.95 82 254 J-88 4,727.81 0 4,917.95 82 256 J-89 4,728.48 0 4,917.34 82 259 J-90 4,728.34 16 4,917.34 82 261 J-91 4,728.44 0 4,917.37 82 263 J-92 4,730.07 25 4,917.34 81 265 J-93 4,730.16 0 4,917.37 81 267 J-94 4,738.00 0 4,919.07 78 269 J-95 4,738.00 0 4,919.05 78 272 J-96 4,737.91 11 4,919.05 78 274 J-97 4,737.99 16 4,919.05 78 276 J-98 4,738.07 0 4,919.07 78 278 J-99 4,747.02 11 4,920.94 75 280 J-100 4,748.68 0 4,920.94 75 283 J-101 4,747.00 0 4,920.94 75 285 J-102 4,750.30 9 4,920.94 74 287 J-103 4,750.31 0 4,920.94 74 289 J-104 4,730.66 0 4,918.48 81 292 J-105 4,728.99 10 4,918.46 82 294 J-106 4,729.00 0 4,918.48 82 296 J-107 4,737.80 0 4,919.99 79 300 J-109 4,738.95 29 4,919.99 78 302 J-110 4,738.95 0 4,919.98 78 304 J-111 4,736.25 14 4,919.99 79 306 J-112 4,736.32 0 4,919.98 79 308 J-113 4,746.09 0 4,921.30 76 310 J-114 4,745.97 0 4,921.28 76 313 J-115 4,745.98 32 4,921.28 76 Northwest Crossing Average Day:Pipe Table ID Label Length(Scaled) Start Node Stop Node Diameter Material Hazen- Flow Velocity (R) (in) Williams C (gpm) MIS) 32 P-1 8 H-1 3-1 6.0 Ductile Iron 130.0 0 0.00 34 P-2 34 J-1 3-2 12.0 Ductile Iron 130.0 -5,403 15.33 36 P-3 352 3-2 3-3 12.0 Ductile Iron 130.0 -5,403 15.33 38 P-4 224 J-1 1-4 12.0 Ductile Iron 130.0 5,403 15.33 40 P-5 22 H-2 3-4 6.0 Ductile Iron 130.0 0 0.00 47 P-8 87 J-7 3-6 10.0 Ductile Iron 130.0 -171 0.70 48 P-9 114 H-3 3-7 6.0 Ductile Iron 130.0 0 0.00 52 P-11 267 J-8 3-7 10.0 Ductile Iron 130.0 -171 0.70 53 P-12 114 H-4 1-8 6.0 Ductile Iron 130.0 0 0.00 55 P-13 637)-5 3-9 10.0 Ductile Iron 130.0 482 1.97 61 P-16 25 H-6 1-10 6.0 Ductile Iron 130.0 0 0.00 63 P-17 103 1-9 J-11 8.0 Ductile Iron 130.0 0 0.00 64 P-18 128 3-11 3-10 8.0 Ductile Iron 130.0 0 0.00 65 P-19 25 H-5 3-11 6.0 Ductile Iron 130.0 0 0.00 67 P-20 21 3-4 R-1 12.0 Ductile Iron 130.0 5,403 15.33 70 P-21 15 R-2 PMP-1 6.0 Ductile Iron 130.0 1,605 18.21 72 P-22 171-3 PMP-1 6.0 Ductile Iron 130.0 -1,605 18.21 85 P-28 25 3-5 R-3 6.0 Ductile Iron 130.0 -1,771 20.13 87 P-29 10 R-4 PMP-3 6.0 Ductile Iron 130.0 2,213 25.11 88 P-30 11 PMP-3 3-6 6.0 Ductile Iron 130.0 2,213 25.11 90 P-31 898)-5 3-14 12.0 Ductile Iron 130.0 1,292 3.67 94 P-33 697)-15 3-16 36.0 Ductile Iron 130.0 994 0.31 96 P-34 535 3-16 1-17 36.0 Ductile Iron 130.0 1,259 0.40 98 P-35 612)-17 1-18 36.0 Ductile Iron 130.0 1,565 0.49 100 P-36 768)-18 3-19 36.0 Ductile Iron 130.0 1,852 0.58 101 P-37 711 3-19 3-3 36.0 Ductile Iron 130.0 3,798 1.20 103 P-38 250 3-19 3-20 16.0 Ductile Iron 130.0 -1,916 3.10 105 P-39 290 3-20 3-21 16.0 Ductile Iron 130.0 -1,946 3.10 107 P-40 280 J-21 1-22 16.0 Ductile Iron 130.0 -1,946 3.10 109 P-41 503)-22 1-23 16.0 Ductile Iron 130.0 .1,987 3.17 lll P-42 707)-23 3-24 16.0 Ductile Iron 130.0 -1,983 3.16 112 P-43 598 J-24 J-6 16.0 Ductile Iron 130.0 -2,042 3.26 116 P-45 28 1-25 1-26 8.0 Ductile Iron 130.0 -328 2.09 118 P-46 217 J-26 3-27 8.0 Ductile Iron 130.0 -328 2.09 120 P-47 33 J-27 3-28 8.0 Ductile Iron 130.0 -328 2.09 122 P-48 94 1-28 3-29 8.0 Ductile Iron 130.0 -328 2.09 126 P-50 28)-30 3-31 8.0 Ductile Iron 130.0 -341 2.18 128 P-51 101 3-31 3-32 8.0 Ductile Iron 130.0 -341 2.18 130 P-52 253 1-32 3-33 8.0 Ductile Iron 130.0 -325 2.07 132 P-53 49 J-33 3-34 8.0 Ductile Iron 130.0 -325 2.07 134 P-54 113)-34 3-35 8.0 Ductile Iron 130.0 -325 2.07 136 P-55 60)-35 3-36 8.0 Ductile Iron 130.0 -325 2.07 138 P-56 60 J-36 1-37 8.0 Ductile Iron 130.0 -325 2.07 140 P-57 133 1-37 3-38 8.0 Ductile Iron 130.0 -325 2.07 144 P-59 42 7-39 )-40 8.0 Ductile Iron 130.0 -316 2.02 147 P-61 314 3-41 )-8 10.0 Ductile Iron 130.0 .171 0.70 148 P-62 374 3-40 3-41 8.0 Ductile Iron 130.0 -316 2.02 150 P-63 115)-38 )-42 8.0 Ductile Iron 130.0 -40 0.25 152 P-64 89 J-42 1-43 8.0 Ductile Iron 130.0 -40 0.25 154 P-65 89 1-43 3-44 8.0 Ductile Iron 130.0 -40 0.25 156 P-66 96 J-44 3-45 8.0 Ductile Iron 130.0 -40 0.25 158 P-67 52 3-45 3-46 8.0 Ductile Iron 130.0 -40 0.25 160 P-69 841)-29 3-22 8.0 Ductile Iron 130.0 -42 0.27 162 P-70 548 J-23 )-47 8.0 Ductile Iron 130.0 -5 0.03 163 P-71 279)-47 1-32 8.0 Ductile Iron 130.0 -5 0.03 167 P-73 549)-32 1-49 8.0 Ductile Iron 130.0 .21 0.14 169 P-74 154 3-49 1-50 8.0 Ductile Iron 130.0 28 0.18 171 P-75 298 J-50 1-51 8.0 Ductile Iron 130.0 28 0.18 173 P-76 123)-51 3-52 8.0 Ductile Iron 130.0 -254 1.62 175 P-77 141)-52 )-53 8.0 Ductile Iron 130.0 -254 1.62 177 P-78 141)-53 )-54 8.0 Ductile Iron 130.0 -254 1.62 180 P-80 797 J-9 7-55 10.0 Ductile Iron 130.0 482 1.97 181 P-81 549)-55 3-41 10.0 Ductile Iron 130.0 146 0.60 183 P-82 478 3-55 3-56 8.0 Ductile Iron 130.0 336 2.14 185 P-83 201)-56 3-57 8.0 Ductile Iron 130.0 336 2.14 186 P-84 520 J-57 J-49 8.0 Ductile Iron 130.0 336 2.14 188 P-85 171)-49 3-58 8.0 Ductile Iron 130.0 286 1.83 190 P-86 149)-58 )-59 8.0 Ductile Iron 130.0 286 1.83 192 P-87 208)-59 3-60 8.0 Ductile Iron 130.0 286 1.83 194 P-88 129)-60 3-61 8.0 Ductile Iron 130.0 286 1.83 198 P-90 263 3-62 3-63 8.0 Ductile Iron 130.0 305 1.95 200 P-91 13-63 3-64 8.0 Ductile Iron130.0 305 1.95 202 P92 )-64 )-65 8.0Ductil Iron 130.0305 1.95203P-93 23-65 J-17 8.0 Ductile Iron 130.0 305 1.95 205 P-94 150 J-61 J-66 8.0 Ductile Iron 130.0 -28 0.18 206 P-95 315 J-66 3-29 8.0 Ductile Iron 130.0 -28 0.18 210 P-97 144 3-67 1-68 8.0 Ductile Iron 130.0 271 1.73 212 P-98 102 J-68 3-69 8.0 Ductile Iron 130.0 271 1.73 214 P-99 186 J-69 1-70 8.0 Ductile Iron 130.0 271 1.73 216 P-100 204 3-70 3-71 8.0 Ductile Iron 130.0 271 1.73 218 P-101 71 1-71 1-72 8.0 Ductile Iron 130.0 271 1.73 220 P-102 118 3-72 3-73 8.0 Ductile Iron 130.0 271 1.73 222 P-103 96 J-73 3-74 8.0 Ductile Iron 130.0 271 1.73 226 P-106 187 J-75 J-15 12.0 Ductile Iron 130.0 994 2.82 228 P-107 100 J-75 3-76 8.0 Ductile Iron 130.0 3 0.02 230 P-108 1,531 1-14 1-77 12.0 Ductile Iron 130.0 996 2.83 231 P-109 10 J-77 1-75 12.0 Ductile Iron 130.0 996 2.83 233 P-110 100 J-77 J-78 8.0 Ductile Iron 130.0 0 0.00 235 P-111 100 3-74 3-79 8.0 Ductile Iron 130.0 0 0.00 237 P-112 10 1-74 J-80 8.0 Ductile Iron 130.0 271 1.73 238 P-113 236 J-80 3-16 8.0 Ductile Iron 130.0 266 1.70 240 P-114 100 J-80 J-81 8.0 Ductile Iron 130.0 2 0.01 242 P-115 100 J-80 J-82 8.0 Ductile Iron 130.0 4 0.02 244 P-116 100 J-74 3-83 8.0 Ductile Iron 130.0 0 0.00 246 P-117 100 J-62 3-84 8.0 Ductile Iron 130.0 9 0.06 248 P-118 125 3-61 3-85 8.0 Ductile Iron 130.0 315 2.01 249 P-119 30 3-85 1-62 8.0 Ductile Iron 130.0 315 2.01 255 P-122 100 3-85 3-88 8.0 Ductile Iron 130.0 0 0.00 257 P-123 440 J-18 3-89 8.0 Ductile Iron 130.0 -288 1.84 258 P-124 10 J-89 3-25 8.0 Ductile Iron 130.0 -328 2.09 260 P-125 100 J-89 3-90 8.0 Ductile Iron 130.0 16 0.10 262 P-126 100 1-25 1-91 8.0 Ductile Iron 130.0 0 0.00 264 P-127 100 3-89 3-92 8.0 Ductile Iron 130.0 25 0.16 266 P-128 100 J-25 J-93 8.0 Ductile Iron 130.0 0 0.00 268 P-129 100 J-30 3-94 8.0 Ductile Iron 130.0 0 0.00 270 P-130 381 J-29 3-95 8.0 Ductile Iron 130.0 -314 2.01 271 P-131 30 J-95 1-30 8.0 Ductile Iron 130.0 -341 2.18 273 P-132 100 J-95 3-96 8.0 Ductile Iron 130.0 11 0.07 275 P-133 100 J-95 J-97 8.0 Ductile Iron 130.0 16 0.10 277 P-134 100 3-30 3-98 8.0 Ductile Iron 130.0 0 0.00 279 P-135 100 3-46 1-99 8.0 Ductile Iron 130.0 11 0.07 281 P-136 10 J-46 3-100 8.0 Ductile Iron 130.0 -60 0.38 282 P-137 251 J-100 3-24 8.0 Ductile Iron 130.0 -60 0.38 284 P-138 100 3-100 J-101 8.0 Ductile Iron 130.0 0 0.00 286 P-139 100 3-46 3-102 8.0 Ductile Iron 130.0 9 0.06 286 P-140 100 3-100 3-103 8.0 Ductile Iron 130.0 0 0.00 290 P-141 521 1-51 3-104 8.0 Ductile Iron 130.0 282 1.80 291 P-142 10 3-104 3-67 8.0 Ductile Iron 130.0 282 1.80 293 P-143 100 3-67 3-105 8.0 Ductile Iron 130.0 10 0.07 295 P-144 100 J-104 1-106 8.0 Ductile Iron 130.0 0 0.00 297 P-145 10 J-54 3-107 8.0 Ductile Iron 130.0 -254 1.62 298 P-146 491 J-107 1-14 8.0 Ductile Iron 130.0 -296 1.89 301 P-147 100 J-107 3-109 8.0 Ductile Iron 130.0 29 0.18 303 P-148 100 3-54 3-110 8.0 Ductile Iron 130.0 0 0.00 305 P-149 100 3-107 3-111 8.0 Ductile Iron 130.0 14 0.09 307 P-150 100 J-54 3-112 8.0 Ductile Iron 130.0 0 0.00 309 P-151 100 J-39 1-113 8.0 Ductile Iron 130.0 0 0.00 311 P-152 206 J-38 3-114 8.0 Ductile Iron 130.0 .285 1.82 312 P-153 10 J-114 3-39 8.0 Ductile Iron 130.0 -316 2.02 314 P-154 100 J-114 3-115 8.0 Ductile Iron 130.0 32 0.20 Northwest Crossing Average Day:Pump Table ID label Elevation Pump Definition Pump Status Hydraulic Grade Hydraulic Flow(Total) Pump Head (ft) (Suction) Grade (gpm) (ft) ft Dischar e 69 PMP-1 4,722.65 Pump Definition-1 On 4,747.36 4,919.41 1,605 172.05 86 PMP-3 4,807.39 Pump Definition-2 On 4,736.63 4,925.98 2,213 189.35 Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD CONNECT Edition WATERCAD-proposed.wtg Center [10.00.00.551 6/4/2019 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown,CT 06795 USA+1-203-755-1666 Scenario Summary Report Scenario: Max Day (average*2.3) Scenario Summary ID 316 Label Max Day(average*2.3) Notes Active Topology <I> Base Active Topology Physical <I> Base Physical Demand Max Day Initial Settings <I> Base Initial Settings Operational <I> Base Operational Age <I> Base Age Constituent <I> Base Constituent Trace <1> Base Trace Fire Flow Fire Flow Max Day Energy Cost <I> Base Energy Cost Transient <I> Base Transient Pressure Dependent Demand <I> Base Pressure Dependent Demand Failure History <I> Base Failure History SCADA <I> Base SCADA User Data Extensions <I> Base User Data Extensions Steady State/EPS Solver Calculation MaxOptions Day Transient Solver Calculation Options <I> Base Calculation Options Hydraulic Summary Time Analysis Type Steady State Use simple controls during steady state? True Friction Method Hazen- Is EPS Snapshot? False Williams Accuracy 0.001 Start Time 12:00:00 AM Trials 40 Calculation Type Fire Flow Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD CONNECT Edition WATERCAD-proposed.wtg Center [10.00.00.55] 6/4/2019 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown,CT 06795 USA +1-203-755-1666 Northwest Crossing Max Day: Junction Table ID Label Elevation Demand Hydraulic Grade Pressure (ft) (9Pm) (ft) (Psi) 31 J-1 4,720.80 0 4,893.77 75 33 J-2 4,720.97 0 4,895.67 76 35 J-3 4,722.90 0 4,915.42 83 37 J-4 4,719.47 0 4,881.18 70 41 J-5 4,746.12 0 4,924.00 77 42 J-6 4,756.34 0 4,921.33 71 45 J-7 4,756.34 0 4,921.31 71 50 J-8 4,754.92 0 4,921.25 72 54 J-9 4,748.56 0 4,922.81 75 57 J-10 4,752.00 0 4,922.81 74 62 J-11 4,749.33 0 4,922.81 75 89 J-14 4,736.02 0 4,920.03 80 91 J-15 4,715.42 0 4,915.58 87 93 J-16 4,716.47 0 4,915.57 86 95 J-17 4,720.48 0 4,915.56 84 97 J-18 4,725.26 0 4,915.54 82 99 J-19 4,727.76 0 4,915.52 81 102 J-20 4,730.51 0 4,916.03 80 104 J-21 4,733.51 0 4,916.63 79 106 J-22 4,736.72 0 4,917.20 78 108 J-23 4,743.17 0 4,918.29 76 110 J-24 4,749.00 0 4,919.87 74 113 J-25 4,728.55 0 4,916.18 81 115 J-26 4,728.89 0 4,916.25 81 117 J-27 4,732.15 0 4,916.79 80 119 J-28 4,732.59 0 4,916.87 80 121 J-29 4,733.92 0 4,917.11 79 123 J-30 4,738.15 0 4,917.91 78 125 J-31 4,738.63 0 4,917.99 78 127 J-32 4,739.62 0 4,918.28 77 129 J-33 4,742.31 0 4,918.84 76 131 J-34 4,742.81 0 4,918.96 76 133 J-35 4,743.90 0 4,919.21 76 135 J-36 4,744.34 0 4,919.34 76 137 J-37 4,744.88 0 4,919.48 76 139 J-38 4,746.31 0 4,919.78 75 141 J-39 4,745.98 0 4,920.14 75 143 J-40 4,746.57 0 4,920.24 75 145 J-41 4,751.47 0 4,921.19 73 149 J-42 4,748.40 0 4,919.79 74 151 J-43 4,749.00 0 4,919.79 74 153 J-44 4,749.02 0 4,919.80 74 155 J-45 4,748.99 0 4,919.81 74 157 J-46 4,748.74 0 4,919.81 74 161 3-47 4,740.49 0 4,918.28 77 166 J-49 4,735.41 0 4,918.28 79 168 J-50 4,735.26 0 4,918.27 79 170 J-51 4,735.84 0 4,918.26 79 172 J-52 4,736.68 0 4,918.42 79 174 J-53 4,737.30 0 4,918.61 78 176 J-54 4,737.81 0 4,918.80 78 179 J-55 4,751.02 0 4,921.33 74 182 J-56 4,745.79 0 4,920.11 75 184 J-57 4,742.21 0 4,919.60 77 187 J-58 4,733.65 0 4,917.97 80 189 J-59 4,731.96 0 4,917.71 80 191 3-60 4,730.71 0 4,917.33 81 193 J-61 4,730.19 0 4,917.10 81 195 J-62 4,728.79 0 4,916.81 81 197 J-63 4,725.13 0 4,916.32 83 199 J-64 4,724.22 0 4,916.20 83 201 J-65 4,723.63 0 4,916.08 83 204 J-66 4,732.32 0 4,917.10 80 207 J-67 4,730.56 0 4,917.31 81 209 J-68 4,728.86 0 4,917.09 81 211 J-69 4,727.52 0 4,916.94 82 213 3-70 4,725.26 0 4,916.65 83 215 J-71 4,723.24 0 4,916.34 84 217 J-72 4,722.64 0 4,916.24 84 219 J-73 4,720.56 0 4,916.06 85 221 3-74 4,719.33 0 4,915.91 85 224 J-75 4,717.27 0 4,916.06 86 227 J-76 4,717.91 6 4,916.06 86 229 J-77 4,717.45 0 4,916.08 86 232 J-78 4,717.96 0 4,916.08 86 234 J-79 4,719.96 0 4,915.91 85 236 J-80 4,719.19 0 4,915.90 85 239 J-81 4,719.76 5 4,915.90 85 241 1-82 4,719.58 8 4,915.90 85 243 3-83 4,719.90 0 4,915.91 85 245 J-84 4,727.73 22 4,916.81 82 247 J-85 4,728.95 0 4,916.83 81 254 J-88 4,727.81 0 4,916.83 82 256 J-89 4,728.48 0 4,916.15 81 259 J-90 4,728.34 36 4,916.15 81 261 J-91 4,728.44 0 4,916.18 81 263 J-92 4,730.07 56 4,916.15 81 265 J-93 4,730.16 0 4,916.18 80 267 J-94 4,738.00 0 4,917.91 78 269 J-95 4,738.00 0 4,917.88 78 272 3-96 4,737.91 26 4,917.88 78 274 J-97 4,737.99 36 4,917.88 78 276 J-98 4,738.07 0 4,917.91 78 278 J-99 4,747.02 22 4,919.81 75 280 J-100 4,748.68 0 4,919.81 74 283 3-101 4,747.00 0 4,919.81 75 285 3-102 4,750.30 21 4,919.81 73 287 J-103 4,750.31 0 4,919.81 73 289 J-104 4,730.66 0 4,917.33 81 292 J-105 4,728.99 24 4,917.31 81 294 J-106 4,729.00 0 4,917.33 81 296 J-107 4,737.80 0 4,918.81 78 300 J-109 4,738.95 66 4,918.80 78 302 J-110 4,738.95 0 4,918.80 78 304 J-111 4,736.25 31 4,918.81 79 306 J-112 4,736.32 0 4,918.80 79 308 J-113 4,746.09 0 4,920.14 75 310 J-114 4,745.97 0 4,920.11 75 313 J-115 1 4,745.981 72 4,920.10 75 Northwest Crossing Max Day:Pipe Table ID Label Length(Scaled) Start Node Stop Node Diameter Material Hazen- flow Velocity (ft) (in) Williams C (gpm) (ft/s) 32 P-1 8 H-1 J-1 6.0 Ductile Iron 130.0 0 0.00 34 P-2 341-1 3-2 12.0 Ductile Iron 130.0 -5,323 15.10 36 P-3 352 J-2 3-3 12.0 Ductile Iron 130.0 -5,323 15.10 38 P-4 224 l-1 3-4 12.0 Ductile Iron 130.0 5,323 15.10 40 P-5 22 H-2 3-4 6.0 Ductile Iron 130.0 0 0.00 47 P-8 87 J-7 3-6 10.0 Ductile Iron 130.0 -163 0.67 48 P-9 114 H-3 3-7 6.0 Ductile Iron 130.0 0 0.00 52 P-11 267 J-8 3-7 10.0 Ductile Iron 130.0 -163 0.67 53 P-12 114 H-4 3-6 6.0 Ductile Iron 130.0 0 0.00 55 P-13 637 J-5 3-9 10.0 Ductile Iron 130.0 525 2.14 61 P-16 25 H-6 3-10 6.0 Ductile Iron 130.0 0 0.00 63 P-17 103 J-9 3-11 8.0 Ductile Iron 130.0 0 0.00 64 P-18 128 1-11 3-10 8.0 Ductile Iron 130.0 0 0.00 65 P-19 25 H-S 1-11 6.0 Ductile Iron 130.0 0 0.00 67 P-20 21 J-4 R-1 12.0 Ductile Iron 130.0 5,323 15.10 70 P-21 15 R-2 PMP-1 6.0 Ductile Iron 130.0 1,632 18.52 72 P-22 17 J-3 PMP-1 6.0 Ductile Iron 130.0 -1,632 18.52 85 P-28 25 3-5 R-3 6.0 Ductile Iron 130.0 -1,875 21.27 87 P-29 10 R-4 PMP-3 6.0 Ductile Iron 130.0 2,248 25.51 88 P-30 11 PMP-3 3-6 6.0 Ductile Iron 130.0 2,248 25.51 90 P-31 698 J-5 3-14 12.0 Ductile Iron 130.0 1,350 3.83 94 P-33 697 J-15 3-16 36.0 Ductile Iron 130.0 1,004 0.32 96 P-34 535 J-16 3-17 36.0 Ductile Iron 130.0 1,251 0.39 98 P-35 612 J-17 J-18 36.0 Ductile Iron 130.0 1,542 0.49 100 P-36 768 J-18 1-19 36.0 Ductile Iron 130.0 1,791 0.56 101 P-37 714 J-19 3-3 36.0 Ductile Iron 130.0 3,691 1.16 103 P-38 250 3-19 3-20 16.0 Ductile Iron 130.0 -1,900 3.03 105 P-39 290 3-20 3-21 16.0 Ductile Iron 130.0 .1,900 3.03 107 P-40 280 J-21 3-22 16.0 Ductile Iron 130.0 -1,900 3.03 109 P-41 503 J-22 J-23 16.0 Ductile Iron 130.0 -1,963 3.13 111 P-42 707 J-23 J-24 16.0 Ductile Iron 130.0 -1,990 3.17 112 P-43 598 J-24 3-6 16.0 Ductile Iron 130.0 -2,085 3.33 116 P-45 28 J-25 3-26 8.0 Ductile Iron 130.0 -341 2.18 118 P-46 217 J-26 3-27 8.0 Ductile Iron 130.0 -341 2.18 120 P-47 33 J-27 J-28 8.0 Ductile Iron 130.0 -341 2.18 122 P-48 94 J-28 J-29 8.0 Ductile Iron 130.0 -341 2.18 126 P-50 28 3-30 J-31 8.0 Ductile Iron 130.0 -366 2.34 128 P-51 101 J-31 3-32 8.0 Ductile Iron 130.0 -366 2.34 130 P-52 253 J-32 3-33 8.0 Ductile Iron 130.0 -323 2.06 132 P-53 49 J-33 J-34 8.0 Ductile Iron 130.0 -323 2.06 134 P-54 113 J-34 3-35 8.0 Ductile Iron 130.0 -323 2.06 136 P-55 60 3-35 J-36 8.0 Ductile Iron 130.0 -323 2.06 138 P-56 60 J-36 J-37 8.0 Ductile Iron 130.0 -323 2.06 140 P-57 133 3-37 J-38 8.0 Ductile Iron 130.0 -323 2,06 144 P-59 42 J-39 J-40 8.0 Ductile Iron 130.0 -343 2.19 147 P-61 314 J-41 3-8 10.0 Ductile Iron 130.0 -163 0.67 148 P-62 374 3-40 3-41 8.0 Ductile Iron 130.0 -343 2.19 150 P-63 115 J-38 3-42 8.0 Ductile Iron 130.0 -52 0.33 152 P-64 89 J-42 3-43 8.0 Ductile Iron 130.0 -52 0.33 154 P-65 89 J-43 7.44 8.0 Ductile Iron 130.0 -52 0.33 156 P-66 96 J-44 J-45 8.0 Ductile Iron 130.0 -52 0.33 158 P-67 52 J-45 J-46 8.0 Ductile Iron 130.0 -52 0.33 160 P-69 841 J-29 J-22 8.0 Ductile iron 130.0 -63 0.40 162 P-70 548 J-23 3-47 8.0 Ductile Iron 130.0 27 0.17 163 P-71 279 J-47 1-32 8.0 Ductile Iron 130.0 27 0.17 167 P-73 549 J-32 3-49 8.0 Ductile Iron 130.0 -17 0.11 169 P-74 154 J-49 1-50 8.0 Ductile Iron 130.0 41 0.26 171 P-75 298 J-50 1-51 8.0 Ductile Iron 130.0 41 0.26 173 P-76 123 3-51 3-52 8.0 Ductile Iron 130.0 -244 1.56 175 P-77 141 J-52 3-53 8.0 Ductile Iron 130.0 -244 1.56 177 P-78 141 J-53 3-54 8.0 Ductile Iron 130.0 -244 1.56 180 P-80 797 J-9 3-55 10.0 Ductile Iron 130.0 525 2.14 181 P-81 549 J-55 1-41 10.0 Ductile Iron 130.0 180 0.73 183 P-82 478 J-55 3-56 8.0 Ductile Iron 130.0 345 2.20 185 P-83 201 J-56 3-57 8.0 Ductile Iron 130.0 345 2.20 186 P-84 520 J-57 1-49 8.0 Ductile Iron 130.0 345 2.20 188 P-85 171 J-49 J-58 8.0 Ductile Iron 130.0 286 1.83 190 P-86 149 J-56 J-59 8.0 Ductile Iron 130.0 286 1.83 192 P-87 208 J-59 J-60 8.0 Ductile Iron 130.0 286 1.83 194 P-88 129 J-60 J-61 8.0 Ductile Iron 130.0 286 1.83 198 P-90 263 J-62 3-63 8.0 Ductile Iron 130.0 291 1.86 200 P-91 68 J-63 3-64 8.0 Ductile Iron 130.0 291 1.86 202 P-92 64 1-64 3-65 8.0 Ductile Iron 130.0 291 1.86 203 P-93 279 3-65 1-17 8.0 Ductile Iron 130.0 291 1.86 k 205 P-94 15C 3-61 3-66 8.0 Ductile Iron 130.0 -26 0.17 206 P-95 315 3-66 3-29 8.0 Ductile Iron 130.0 -26 0.17 210 P-97 144 J-67 3-68 8.0 Ductile Iron 130.0 261 1.67 212 P-98 102 J-68 J-69 8.0 Ductile Iron 130.0 261 1.67 214 P-99 186 J-69 3-70 8.0 Ductile Iron 130.0 261 1.67 216 P-100 204 3-70 3-71 8.0 Ductile Iron 130.0 261 1.67 218 P-101 71 3-71 3-72 8.0 Ductile Iron 130.0 261 1.67 220 P-102 116 3-72 3-73 8.0 Ductile Iron 130.0 261 1.67 222 P-103 96 3-73 J-74 8.0 Ductile Iron 130.0 261 1.67 226 P-106 187 J-75 3-15 12.0 Ductile Iron 130.0 1,004 2.85 228 P-107 100 J-75 1-76 &0 Ductile Iron 130.0 6 0.04 230 P-108 1,531 3-14 3-77 12.0 Ductile Iron 130.0 1,010 2.86 231 P-109 10 J-77 3-75 12.0 Ductile Iron 130.0 1,010 2.86 233 P-110 100 J-77 J-78 8.0 Ductile Iron 130.0 0 0.00 235 P-111 100 3-74 3-79 8.0 Ductile Iron 130.0 0 0.00 237 P-112 10 1-74 1-80 8.0 Ductile Iron 130.0 261 1.67 238 P-113 236 J-80 J-16 8.0 Ductile Iron 130.0 248 1.58 240 P-114 100 J-80 3-81 8.0 Ductile Iron 130.0 5 0.03 242 P-115 100 J-80 3-82 8.0 Ductile Iron 130.0 8 0.05 244 P-116 100 J-74 3-83 8.0 Ductile Iron 130.0 0 0.00 246 P-117 100 1-62 J-84 8.0 Ductile Iron 130.0 22 0.14 248 P-118 125 1-61 J-85 8.0 Ductile Iron 130.0 312 1.99 249 P-119 10 J-85 3-62 8.0 Ductile Iron 130.0 312 1.99 255 P-122 100 J-85 3-88 8.0 Ductile Iron 130.0 0 0.00 257 P-123 440 J-18 3-69 8.0 Ductile Iron 130.0 -248 1.59 258 P-124 10 J-89 1-25 8.0 Ductile Iron 130.0 -341 2.18 260 P-125 100 J-89 3-90 8.0 Ductile Iron 130.0 36 0.23 262 P-126 100 3-25 1-91 8.0 Ductile Iron 130.0 0 0.00 264 P-127 100 1-89 3-92 8.0 Ductile Iron 130.0 56 0.36 266 P-128 100 J-25 1-93 8.0 Ductile Iron 130.0 0 0.00 268 P-129 100 J-30 1-94 8.0 Ductile Iron 130.0 0 0.00 270 P-130 381 J-29 3-95 8.0 Ductile Iron 130.0 -305 1.95 271 P-131 10 3-95 3-30 8.0 Ductile Iron 130.0 -366 2.34 273 P-132 100 J-95 3-96 8.0 Ductile Iron 130.0 26 0.16 275 P-133 100 3-95 3-97 8.0 Ductile Iron 130.0 36 0.23 277 P-134 100 3-30 3-98 8.0 Ductile Iron 130.0 0 0.00 279 P-135 100 J-46 3-99 8.0 Ductile Iron 130.0 22 0.14 281 P-136 10 3-46 3-100 8.0 Ductile Iron 130.0 -95 0.61 282 P-137 251 J-100 J-24 8.0 Ductile Iron 130.0 -95 0.61 284 P-138 100 J-100 3-101 8.0 Ductile Iron 130.0 0 0.00 286 P-139 100 3-46 J-102 8.0 Ductile Iron 130.0 21 0.13 288 P-140 100 1-100 1-103 8.0 Ductile Iron 130.0 0 0.00 290 P-141 521 3-51 3-104 8.0 Ductile Iron 130.0 285 1.82 291 P-142 10 3-104 3-67 8.0 Ductile Iron 130.0 285 1.82 293 P-143 100 J-67 3-105 8.0 Ductile Iron 130.0 24 0.15 295 P-144 100 J-104 3-106 8.0 Ductile Iron 130.0 0 0.00 297 P-145 30 J-54 3-107 8.0 Ductile Iron 130.0 -244 1.56 298 P-146 491 1-107 3-14 8.0 Ductile Iron 130.0 -340 2.17 301 P-147 100 3-107 3-109 8.0 Ductile Iron 130.0 66 0.42 303 P-148 100 3-54 3-110 8.0 Ductile Iron 130.0 0 0.00 305 P-149 100 J-107 3-111 8.0 Ductile Iron 130.0 31 0.20 307 P-150 100 J-54 3-112 8.0 Ductile Iron 130.0 0 0.00 309 P-151 100 J-39 3-113 8.0 Ductile Iron 130.0 0 0.00 311 P-152 206 J-38 3-114 8.0 Ductile Iron 130.0 -271 1.73 312 P-153 10 J-114 3-39 8.0 Ductile Iron 130.0 -343 2.19 314 P-154 100 J-114 1-115 8.0 Ductile Iron 130.0 72 0.46 j Northwest Crossing Max Day-Pump Table ID Labe[ Elevation Pump Definition Pump Status Hydraulic Grade Hydraulic Flow(rota[) Pump Head (ft) (Suction) Grade (gpm) (ft) (ft) (Discharge) 69 PMP-1 4,722.65 Pump Definition-1 On 4,747.27 4,918.51 1,632 171.23 86 PMP-3 4,807.39 Pump Definition-2 On 4,736.53 4,925.05 2,248 188.53 Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD CONNECT Edition WATERCAD-proposed.wtg Center [10.00.00.551 6/4/2019 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown,CT 06795 USA+1-203-755.1666 Northwest Crossing Max Day:Fire Flow Label Fire Flow Iterations Satisfies Fire Flow Fire Flow(Needed) Fire Flow Pressure(Residual Pressure Pressure Pressure(Calculated Zone Constraints? (gpm) (Available) Lower Limit) (Calculated (Zone Lower Lower Limit) (gpm) (psi) Residual) Limit) (psi) si si H-1 2 True 1,500 3,500 20 68 20 69 H-2 2 True 1,500 3,500 20 63 20 70 H-3 3 True 1,500 3,500 20 23 20 61 H-4 3 True 1,500 3,500 20 22 20 60 H-5 2 True 1,500 3,500 20 46 20 53 H-6 2 True 1,500 3,500 20 35 20 42 3-1 2 True 1,500 3,500 20 70 20 69 3-2 2 True 1,500 3,500 20 71 20 69 3-3 2 True 1,500 3,500 20 76 20 65 3-4 2 True 1,500 3,500 20 70 20 70 1-5 2 True 1,500 3,500 20 70 20 66 3-6 2 True 1,500 3,500 20 62 20 62 J-7 2 True 1,500 3,500 20 61 20 61 3-8 2 True 1,500 3,500 20 60 20 60 3-9 2 True 1,500 3,500 20 63 20 61 3-10 2 True 1,500 3,500 20 42 20 43 3-11 2 True 1,500 3,500 20 54 20 53 3-14 2 True 1,500 3,500 20 71 20 65 3-15 2 True 1,500 3,500 20 79 20 65 1-16 2 True 1,500 3,500 20 79 20 65 3-17 2 True 1,500 3,500 20 77 20 65 1-18 2 True 1,500 3,500 20 75 20 65 3-19 2 True 1,500 3,500 20 74 20 65 3-20 2 True 1,500 3,500 20 73 20 65 3-21 2 True 1,500 3,500 20 71 20 65 3-22 2 True 1,500 3,500 20 70 20 64 3-23 2 True 1,500 3,500 20 68 20 64 1-24 2 True 1,500 3,500 20 65 20 63 J-25 2 True 1,500 3,500 20 63 20 63 1-26 2 True 1,500 3,500 20 63 20 63 3-27 2 True 1,500 3,500 20 64 20 64 3-28 2 True 1,500 3,500 20 65 20 64 3-29 2 True 1,500 3,500 20 67 20 64 3-30 2 True 1,500 3,500 20 63 20 63 3-31 2 True 1,500 3,500 20 63 20 64 3-32 2 True 1,500 3,500 20 65 20 64 1-33 2 True 1,500 3,500 20 59 20 59 3-34 2 True 1,500 3,500 20 58 20 60 1-35 2 True 1,500 3,500 20 58 20 59 3-36 2 True 1,500 3,500 20 58 20 59 J-37 2 True 1,500 3,500 20 58 20 59 1-38 2 True 1,500 3,500 20 59 20 60 1-39 2 True 1,500 3,500 20 57 20 57 3-40 2 True 1,500 3,500 20 57 20 58 3-41 2 True 1,500 3,500 20 62 20 62 J-42 2 True 1,500 3,500 20 57 20 58 3-43 2 True 1,500 3,500 20 56 20 57 1-44 2 True 1,500 3,500 20 56 20 57 1-45 2 True 1,500 3,500 20 56 20 57 1-46 2 True 1,500 3,500 20 57 20 56 3-47 2 True 1,500 3,500 20 59 20 64 3-49 2 True 1,500 3,500 20 67 20 64 3-50 2 True 1,500 3,500 20 63 20 64 3-51 2 True 1,500 3,500 20 62 20 63 J-52 2 True 1,500 3,500 20 60 20 61 3-53 2 True 1,500 3,500 20 58 20 60 3-54 2 True 1,500 3,500 20 58 20 57 1-55 2 True 1,500 3,500 20 62 20 63 3-56 2 True 1,500 3,500 20 53 20 58 1-57 2 True 1,500 3,500 20 55 20 57 3-58 2 True 1,500 3,500 20 63 20 64 3-59 2 True 1,500 3,500 20 63 20 64 3-60 2 True 1,500 3,500 20 64 20 64 3-61 2 True 1,500 3,500 20 66 20 64 3-62 2 True 1,500 3,500 20 64 20 64 3-63 2 True 1,500 3,500 20 65 20 65 1-64 2 True 1,500 3,500 20 66 20 65 3-65 2 True 1,500 3,500 20 67 20 65 3-66 2 True 1,500 3,500 20 64 20 64 3-67 2 True 1,500 3,500 20 53 20 54 3-68 2 True 1,500 3,500 20 53 20 56 J-69 2 True 1,500 3,500 20 54 20 55 J-70 2 True 1,500 3,500 20 56 20 58 J-71 2 True 1,500 3,500 20 59 20 61 1-72 2 True 1,500 3,500 20 60 20 61 3-73 2 True 1,500 3,500 20 64 20 64 3-74 2 True 1,500 3,500 20 67 20 65 1-75 2 True 1,500 3,500 20 78 20 65 3-76 2 True 1,500 3,500 20 69 20 65 3-77 2 True 1,500 3,500 20 78 20 65 3-78 2 True 1,500 3,500 20 69 20 65 3-79 2 True 1,500 3,500 20 59 20 65 J-80 2 True 1,500 3,500 20 67 20 65 3-81 2 True 1,500 3,500 20 59 20 65 1-82 2 True 1,500 3,500 20 59 20 65 3-83 2 True 1,500 3,500 20 59 20 65 3-84 2 True 1,500 3,500 20 56 20 64 3-85 2 True 1,500 3,500 20 64 20 64 3-88 2 True 1,500 3,500 20 57 20 64 3-89 2 True 1,500 3,500 20 63 20 63 3-90 2 True 1,500 3,500 20 55 20 63 1-91 2 True 1,500 3,500 20 55 20 63 3-92 2 True 1,500 3,500 20 54 20 63 3-93 2 True 1,500 3,500 20 55 20 63 3-94 2 True 1,500 3,500 20 55 20 63 3-95 2 True 1,500 3,500 20 63 20 63 1-96 2 True 1,500 3,500 20 55 20 63 3-97 2 True 1,500 3,500 20 55 20 63 3-98 2 True 1,500 3,500 20 55 20 63 1-99 2 True 1,500 3,500 20 50 20 56 3-100 2 True 1,500 3,500 20 57 20 56 1-101 2 True 1,500 3,500 20 50 20 56 J-102 2 True 1,500 3,500 20 48 20 57 J-103 2 True 1,500 3,500 20 48 20 57 J-104 2 True 1,500 3,500 20 53 20 54 J-105 2 True 1,500 3,500 20 46 20 53 J-106 2 True 1,500 3,500 20 46 20 53 3-107 2 True 1,500 3,500 20 58 20 57 J-109 2 True 1,500 3,500 20 49 20 57 1-110 2 True 1,500 3,500 20 49 20 57 3-111 2 True 1,500 3,500 20 50 20 57 J-112 2 True 1,500 3,500 20 50 20 57 1-113 2 True 1,500 3,500 20 49 20 57 J-114 2 True 1,500 3,500 20 57 20 57 3-115 2 True 1,500 3,500 20 49 20 57 Pump Definition Detailed Report: Oak Element Details ID 84 Notes Label Pump Definition-2 Pump Definition Type Pump Definition Type Standard(3 Design Head 210.21 ft Point) Shutoff Flow 0 gpm Maximum Operating Flow 1,520 gpm Shutoff Head 217.14 ft Maximum Operating Head 203.28 ft Design Flow 1,045 gpm Pump Efficiency Type Pump Efficiency Type Best Efficiency Motor Efficiency 100.0% Point BEP Efficiency 100.0% Is Variable Speed Drive? False BEP Flow 0 gpm Transient(Physical) Inertia(Pump and Motor) 0.000 Ib•ftz Specific Speed SI=25, US=1280 Speed(Full) 0 rpm Reverse Spin Allowed? True Graph 225.00 ___f...-. - 125.0 200.00 112.5 175.00 - 100.0 150.00 ---------- 87.5 c 75.0 3 u $ 125.00 _4z m 62.5 a = 100.00 2 50.0 -- ,A 75.00 - 37.5 50.00 - 25.0 25.00 12.5 0.00 -.- ...,.,.._ -,.r. 0.0 0 1,000 2,000 3,000 4,000 5,000 6,000 Flow(gpm) Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD CONNECT Edition WATERCAD-proposed.wtg Center [10.00.00.55] 6/4/2019 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown,CT 06795 USA +1-203-755-1666 Pump Definition Detailed Report: Baxter Element Details ID 73 Notes Label Pump Definition-1 Pump Definition Type Pump Definition Type Standard(3 Design Head 188.27 ft Point) Shutoff Flow 0 gpm Maximum Operating Flow 1,405 gpm Shutoff Head 198.66 ft Maximum Operating Head 177.87 ft Design Flow 966 gpm Pump Efficiency Type Pump Efficiency Type Best Efficiency Motor Efficiency 100.0 % Point BEP Efficiency 100.0 % Is Variable Speed Drive? False BEP Flow 0 gpm Transient(Physical) Inertia(Pump and Motor) 0.000 Ib•ftz Specific Speed SI=25, US=1280 Speed(Full) 0 rpm Reverse Spin Allowed? True Graph 200.00 _.. _a a 120.0 175.00 100.0 150.00 125.00 - 80.0 � 3 rn 100.00 60.0 n_ a� Co 75.00 Q 0 - 40.0 V 50.00 - 25.00 - 20.0 l 0.00 _ .,,..._. 0.0 _. .. 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 Flow(gpm)