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HomeMy WebLinkAbout09 - Water Report NWX PH II1 Table of Contents 1 EXECUTIVE SUMMARY......................................................................................................................2 2 GENERAL INFORMATION (DEQ 1.1.1)..............................................................................................2 3 EXTENT OF WATER WORKS SYSTEM, INCLUDING (DEQ 1.1.2): .................................................3 4 ALTERNATE PLANS (1.1.3) ...............................................................................................................3 5 SITE CONDITIONS (1.1.4)...................................................................................................................3 6 WATER USE DATA, INCLUDING (1.1.5):...........................................................................................3 7 FLOW REQUIREMENTS (1.1.6)..........................................................................................................4 8 SOURCES OF WATER SUPPLY (1.1.7).............................................................................................5 9 PROPOSED TREATMENT PROCESSES (1.1.8) ...............................................................................5 10 SEWAGE SYSTEM AVAILABLE (1.1.9).........................................................................................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 EXHIBITS Exhibit A Vicinity Map Exhibit B Framework Plan- by Norris Design Exhibit C WaterCAD Model- Phase 2 Exhibit D Northwest Crossing Subdivision Final Plat- Phase 1 Exhibit E Northwest Crossing Subdivision Preliminary Plat- Phase 2 Exhibit F Hydrant 2947 Pump Curve APPENDICES Appendix A WaterCAD Results Appendix B NRCS Soil Report Prepared by: Morrison-Maierle, Inc. 2880 Technology Blvd. W. Bozeman, Montana 59771 Phone: (406) 587-0721 Fax: (406) 922-6702 2 Northwest Crossing Subdivision: Phase 2 Water Distribution Design Report 1 EXECUTIVE SUMMARY This report provides a basis for design for Phase 2 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 Phase 2 of the Northwest Crossing development. The following design report follows the section numbering of Circular DEQ-1-Standards for Water Works, 2018 Edition, Section 1.1, Engineer’s Report. 2 GENERAL INFORMATION (DEQ 1.1.1) a. The proposed Northwest Crossing Subdivision encompasses a total of 160.5 acres and is generally located at the northwest corner of West Oak Street and Cottonwood Road. The property is within the boundaries of the City of Bozeman, Montana and was annexed and zoned REMU (130.994 acres) and B2-M (29.513 acres) in January of 2019. See the vicinity map on Exhibit A for location details. The subdivision follows the Framework Plan- by Norris Design (Exhibit B). Phase 2 consists of restricted Lots 1-5 of the Northwest Crossing Subdivision (see attached Northwest Crossing Phase 1 Subdivision Final Plat – Exhibit D). Restricted Lots 1-5 contain 43.98 acres. The following is the legal description for the entire Northwest Crossing Subdivision property. Tract 5 of Certificate of Survey No. 2552, located in the NE1/4 of Section 4, Township 2 South, Range 5 East, Principal Meridian, Gallatin County, Montana. b. The proposed water main infrastructure will be served by the City of Bozeman. The subdivision will also be served by an extension of the City of Bozeman’s sanitary sewer collection system. c. Project Developer Williams Communities, LLC 21080 Centre Point Parkway Santa Clarita, CA 91350-2984 System Owner City of Bozeman PO Box 1230 3 Bozeman, MT 3 EXTENT OF WATER WORKS SYSTEM, INCLUDING (DEQ 1.1.2): The proposed water main is an extension of the City of Bozeman water infrastructure. The new internal 8-inch lines for Phase 2 will tie into the existing 8-inch main located in Phase 1 to the south, a proposed 16-inch main to the east in Cottonwood Road and will include the installation of a 36-inch main in Baxter Lane north of Phase 2. Phase 2 of this project involves extending approximately 12,100 feet of a new internal 8-inch Class 51 DIP water pipe, new fire hydrants, new fire service lines and new domestic water services. Services will range in size from 1-inch to 6-inches, depending on projected future building design. Phase 2 infrastructure will include watermains as seen in Exhibit C for proposed water main layout schematic. 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). Seasonal 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 Phase 2 of the Northwest Crossing development will service five restricted lots being subdivided seen in Exhibit E. The capacity requirement for the water main extension is calculated as follows: Phase 2 consists of parcels within the REMU zoning designation. In order to determine water demand in REMU Zoning, we reviewed City of Bozeman plans and documents and found the latest data for detailed per capita 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 4 unit, 87 gallons per capita per day. The Unified Development Code and the City of Bozeman Design Standards were utilized to develop an estimate of water use. Unlike other residential zoning districts, the REMU zoning district does not have a minimum density requirement; however, the form and intensity standards suggest a relative high density. Based on this information, the water use is estimated to be 0.14 gpm per unit. (2.17 people per unit x 87 gallons per capita per day/ (24hr x 60min)). 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. 7 FLOW REQUIREMENTS (1.1.6) Modeling Procedure Water modeling using the proposed water main locations has been input into WaterCAD V10.03.03.72 software to assess expected performance of the new distribution network. Water supply from the existing City water system has been modeled by a reservoir and pump 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: Abagail Ln/West Oak, Hydrant 2947 (03/10/2022) See Pump Curve (Exhibit F) 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 94 psi to 110 psi. 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). 5 8 SOURCES OF WATER SUPPLY (1.1.7) Water is supplied from City of Bozeman 9 PROPOSED TREATMENT PROCESSES (1.1.8) Not 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) Not applicable 12 AUTOMATION (1.1.11) Not applicable 13 PROJECT SITES (1.1.12) The development is bounded by Baxter Lane to the north, Cottonwood Road 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) Not applicable 15 FUTURE EXTENSIONS (1.1.14) Future extension to the remainder of the Northwest Crossing subdivision will occur as the property is developed. Stubs will be provided at appropriate locations for future expansion. N:\6787\002 - NW Crossing Ph II Pre Plat\04 Design\Reports\Water and Sewer\WATER\Water Report- Phase 2.doc 11THSAVE19THNAVE27THNAVE15THNAVEINTERSTATE 90 191HUFFINELN W LINCOLN ST W GARFIELD ST W COLLEGE W BABCOCK ST MAIN STW COTTONWOODRD235 BAXTER LN F R O N T A G E R D OAK STW 27THAVENDURSTON RDDAVISLNPROJECT LOCATION HARPER-RDPUCKETTSPRINGHILLRDV A L L E Y R D C E N T E R E NAVEFERGUSONengineerssurveyorsplannersscientists 2880 Technology Boulevard West Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 VICINITY MAP SCALE: 1" = 3000' 0204060801001200 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000Residual Pressure (psi)Available Flow (gpm)Hydrant Curve Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Reservoir Table - Time: 0.00 hours Hydraulic Grade (ft) Flow (Out net) (gpm) ZoneElevation (ft) Label 4,738.53160.32<None>4,738.53R-1 Pump Table - Time: 0.00 hours Pump Head (ft) Flow (Total) (gpm) Hydraulic Grade (Discharge) (ft) Hydraulic Grade (Suction) (ft) Status (Initial) Pump Definition Elevation (ft) Label 226.01160.324,964.524,738.51On Pump Definition - Oak 4,738.53PMP-1 Page 2 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1054,964.260.00<None>4,721.41J-5 1054,964.250.00<None>4,720.52J-6 1074,964.250.00<None>4,716.81J-7 1074,964.250.00<None>4,716.46J-8 1114,964.250.00<None>4,707.57J-9 1114,964.250.00<None>4,708.79J-10 1124,964.250.00<None>4,704.95J-11 1104,964.250.00<None>4,710.09J-12 1114,964.250.00<None>4,708.13J-13 1124,964.250.00<None>4,704.77J-14 1124,964.250.00<None>4,704.90J-15 1124,964.250.00<None>4,704.98J-16 1064,964.250.00<None>4,718.49J-17 1074,964.250.00<None>4,715.91J-18 1074,964.250.00<None>4,716.03J-19 1074,964.250.00<None>4,715.85J-20 1084,964.250.00<None>4,715.74J-21 1084,964.250.00<None>4,715.69J-22 1074,964.250.00<None>4,716.16J-23 1074,964.250.00<None>4,716.25J-24 1074,964.250.00<None>4,716.21J-25 1074,964.250.00<None>4,716.37J-26 1074,964.250.00<None>4,716.12J-27 1084,964.250.00<None>4,714.86J-28 1074,964.250.00<None>4,716.04J-29 1074,964.250.00<None>4,716.56J-30 1074,964.250.00<None>4,717.15J-31 1074,964.250.00<None>4,716.18J-32 1074,964.250.00<None>4,716.27J-33 1074,964.250.00<None>4,716.18J-34 1074,964.250.00<None>4,716.05J-35 1074,964.250.00<None>4,715.94J-36 1074,964.250.00<None>4,715.80J-37 1074,964.250.00<None>4,715.83J-38 1074,964.250.00<None>4,716.67J-39 1074,964.250.00<None>4,717.07J-40 1074,964.250.00<None>4,717.21J-41 1074,964.250.00<None>4,717.43J-42 1074,964.250.00<None>4,717.62J-43 1074,964.250.00<None>4,718.00J-44 1064,964.250.00<None>4,718.65J-45 1064,964.250.00<None>4,719.49J-46 1064,964.250.00<None>4,720.35J-47 1064,964.250.00<None>4,719.90J-48 1054,964.250.00<None>4,720.48J-49 Page 3 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1054,964.250.00<None>4,720.95J-50 1054,964.250.00<None>4,721.64J-51 1054,964.250.00<None>4,722.00J-52 1054,964.250.00<None>4,720.41J-53 1064,964.250.00<None>4,719.91J-54 1064,964.250.00<None>4,719.01J-55 1064,964.250.00<None>4,718.61J-56 1064,964.250.00<None>4,718.29J-57 1074,964.250.00<None>4,717.90J-58 1074,964.250.00<None>4,717.33J-59 1074,964.250.00<None>4,716.97J-60 1074,964.250.00<None>4,716.73J-61 1074,964.250.00<None>4,716.30J-62 1084,964.250.00<None>4,715.61J-63 1084,964.250.00<None>4,714.55J-64 1084,964.250.00<None>4,713.84J-65 1084,964.250.00<None>4,713.92J-66 1084,964.250.00<None>4,714.04J-67 1084,964.250.00<None>4,714.63J-68 1084,964.250.00<None>4,714.85J-69 1084,964.250.00<None>4,714.86J-70 1084,964.250.00<None>4,714.77J-71 1084,964.250.00<None>4,714.96J-72 1084,964.250.00<None>4,714.18J-73 1084,964.250.00<None>4,713.80J-74 1084,964.250.00<None>4,714.79J-75 1084,964.250.00<None>4,714.89J-76 1084,964.250.00<None>4,714.51J-77 1084,964.250.00<None>4,714.16J-78 1084,964.250.00<None>4,714.00J-79 1084,964.250.00<None>4,714.13J-80 1084,964.250.00<None>4,715.10J-81 1084,964.250.00<None>4,715.41J-82 1084,964.250.00<None>4,715.65J-83 1074,964.250.00<None>4,716.01J-84 1074,964.250.00<None>4,716.74J-85 1074,964.250.00<None>4,717.39J-86 1074,964.250.00<None>4,718.06J-87 1084,964.250.00<None>4,713.68J-88 1094,964.250.00<None>4,711.70J-89 1094,964.250.00<None>4,712.72J-90 1094,964.250.00<None>4,713.19J-91 1094,964.250.00<None>4,713.13J-92 1094,964.250.00<None>4,712.83J-93 1094,964.250.00<None>4,712.30J-94 Page 4 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1094,964.250.00<None>4,711.90J-95 1104,964.250.00<None>4,710.47J-96 1094,964.250.00<None>4,712.29J-97 1094,964.250.00<None>4,711.92J-98 1084,964.250.00<None>4,714.51J-99 1094,964.250.00<None>4,711.76J-100 1094,964.250.00<None>4,711.21J-101 1094,964.250.00<None>4,711.75J-102 1094,964.250.00<None>4,711.40J-103 1094,964.250.00<None>4,712.23J-104 1094,964.250.00<None>4,713.12J-105 1094,964.250.00<None>4,713.25J-106 1084,964.250.00<None>4,713.84J-107 1084,964.250.00<None>4,714.56J-108 1084,964.250.00<None>4,715.48J-109 1074,964.250.00<None>4,716.08J-110 1084,964.250.00<None>4,715.66J-111 1104,964.250.00<None>4,710.08J-112 1114,964.250.00<None>4,708.51J-113 1094,964.250.00<None>4,711.18J-114 1104,964.250.00<None>4,710.15J-115 1114,964.250.00<None>4,708.65J-116 1104,964.250.00<None>4,709.27J-117 1104,964.250.00<None>4,709.20J-118 1104,964.250.00<None>4,710.56J-119 1094,964.250.00<None>4,712.37J-120 1084,964.250.00<None>4,714.14J-121 1094,964.250.00<None>4,713.46J-122 1084,964.250.00<None>4,713.85J-123 1114,964.250.00<None>4,708.36J-124 1114,964.250.00<None>4,707.95J-125 1114,964.250.00<None>4,707.43J-126 1114,964.250.00<None>4,706.89J-127 1124,964.250.00<None>4,706.47J-128 1124,964.250.00<None>4,706.05J-129 1124,964.250.00<None>4,705.69J-130 1124,964.250.00<None>4,705.26J-131 1124,964.250.00<None>4,705.41J-132 1114,964.250.00<None>4,706.60J-133 1104,964.250.00<None>4,709.90J-134 1114,964.250.00<None>4,707.17J-135 1114,964.250.00<None>4,707.19J-136 1124,964.250.00<None>4,706.30J-137 1124,964.250.00<None>4,706.06J-138 1124,964.250.00<None>4,705.73J-139 Page 5 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1124,964.250.00<None>4,704.99J-140 1124,964.250.00<None>4,705.08J-141 1124,964.250.00<None>4,705.48J-142 1124,964.250.00<None>4,706.50J-143 1114,964.250.00<None>4,706.76J-144 1114,964.250.00<None>4,707.42J-145 1104,964.250.00<None>4,709.67J-146 1104,964.250.00<None>4,710.09J-147 1104,964.250.00<None>4,710.48J-148 1104,964.250.00<None>4,710.44J-149 1104,964.250.00<None>4,709.79J-150 1094,964.250.00<None>4,712.34J-151 1094,964.250.00<None>4,712.47J-152 1094,964.250.00<None>4,712.77J-153 1094,964.250.00<None>4,713.17J-154 1084,964.250.00<None>4,713.74J-155 1084,964.250.00<None>4,714.36J-156 1084,964.250.00<None>4,714.77J-157 1094,964.250.00<None>4,712.84J-158 1094,964.250.00<None>4,712.49J-159 1094,964.250.00<None>4,712.11J-160 1094,964.250.00<None>4,711.67J-161 1094,964.250.00<None>4,711.26J-162 1104,964.250.00<None>4,710.84J-163 1104,964.250.00<None>4,710.55J-164 1004,964.253.78<None>4,732.29J-165 1014,964.255.04<None>4,731.51J-166 1024,964.251.68<None>4,728.64J-167 1124,964.250.00<None>4,704.37J-168 1024,964.251.68<None>4,727.50J-169 1134,964.250.00<None>4,703.86J-170 1134,964.250.00<None>4,702.86J-171 1034,964.251.40<None>4,725.84J-172 1124,964.250.00<None>4,706.40J-173 1134,964.250.00<None>4,703.83J-174 1114,964.250.00<None>4,706.61J-175 1124,964.250.00<None>4,706.10J-176 1124,964.250.00<None>4,705.71J-177 1124,964.250.00<None>4,705.54J-178 1124,964.250.00<None>4,704.92J-179 1124,964.250.00<None>4,704.56J-180 1134,964.250.00<None>4,704.21J-181 1134,964.250.00<None>4,704.01J-182 1124,964.250.00<None>4,704.63J-183 1134,964.250.00<None>4,704.03J-184 Page 6 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1134,964.250.00<None>4,703.71J-185 1134,964.250.00<None>4,703.58J-186 1134,964.250.00<None>4,703.70J-187 1134,964.250.00<None>4,703.71J-188 1134,964.250.00<None>4,703.39J-189 1124,964.250.00<None>4,705.36J-190 1124,964.250.00<None>4,705.19J-191 1124,964.250.00<None>4,705.12J-192 1124,964.250.00<None>4,704.63J-193 1134,964.250.00<None>4,702.78J-194 1134,964.250.00<None>4,702.11J-195 1134,964.250.00<None>4,701.93J-196 1004,964.250.70<None>4,732.02J-201 1014,964.250.70<None>4,730.90J-202 1024,964.250.70<None>4,729.29J-203 1004,964.250.70<None>4,733.92J-204 994,964.250.70<None>4,734.90J-205 1014,964.250.70<None>4,730.75J-206 1014,964.250.70<None>4,729.66J-207 1024,964.250.70<None>4,728.02J-208 1024,964.250.70<None>4,729.63J-209 1014,964.250.70<None>4,730.41J-210 1004,964.250.70<None>4,733.34J-211 1004,964.250.70<None>4,733.78J-212 984,964.250.14<None>4,738.28J-213 984,964.250.14<None>4,737.89J-214 984,964.250.14<None>4,737.69J-215 984,964.250.14<None>4,738.09J-216 984,964.250.14<None>4,738.00J-217 984,964.250.14<None>4,737.60J-218 984,964.250.14<None>4,737.58J-219 984,964.250.14<None>4,737.90J-220 984,964.250.14<None>4,738.31J-221 984,964.250.14<None>4,738.06J-222 984,964.250.14<None>4,738.16J-223 984,964.250.14<None>4,738.46J-224 984,964.250.14<None>4,738.43J-225 984,964.250.14<None>4,738.13J-226 984,964.250.14<None>4,738.23J-227 984,964.250.14<None>4,738.68J-228 984,964.250.14<None>4,737.87J-229 984,964.250.14<None>4,738.55J-230 984,964.250.14<None>4,737.08J-231 984,964.250.14<None>4,736.84J-232 984,964.250.14<None>4,738.00J-233 Page 7 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 984,964.250.14<None>4,738.09J-234 984,964.250.14<None>4,738.39J-235 984,964.250.14<None>4,738.42J-236 984,964.250.14<None>4,738.20J-237 984,964.250.14<None>4,738.11J-238 984,964.250.14<None>4,738.30J-239 984,964.250.14<None>4,737.95J-240 984,964.250.14<None>4,738.21J-241 984,964.250.14<None>4,738.15J-242 984,964.250.14<None>4,737.86J-243 984,964.250.14<None>4,737.71J-244 984,964.250.14<None>4,738.05J-245 984,964.250.14<None>4,737.97J-246 984,964.250.14<None>4,737.90J-247 984,964.250.14<None>4,738.67J-248 984,964.250.14<None>4,738.72J-249 974,964.250.14<None>4,739.23J-250 974,964.250.14<None>4,738.99J-251 974,964.250.14<None>4,739.38J-252 974,964.250.14<None>4,739.14J-253 974,964.250.14<None>4,739.34J-254 974,964.250.14<None>4,739.59J-255 974,964.250.14<None>4,739.78J-256 974,964.250.14<None>4,739.54J-257 974,964.250.14<None>4,740.01J-258 974,964.250.14<None>4,740.10J-259 974,964.250.14<None>4,740.69J-260 974,964.250.14<None>4,740.63J-261 964,964.250.14<None>4,742.29J-262 964,964.250.14<None>4,742.65J-263 964,964.250.14<None>4,743.17J-264 954,964.250.14<None>4,743.87J-265 954,964.250.14<None>4,744.24J-266 964,964.250.14<None>4,742.25J-267 964,964.250.14<None>4,742.76J-268 964,964.250.14<None>4,741.79J-269 964,964.250.14<None>4,742.15J-270 964,964.250.14<None>4,741.36J-271 974,964.250.14<None>4,740.85J-272 974,964.250.14<None>4,740.45J-273 974,964.250.14<None>4,740.97J-274 974,964.250.14<None>4,740.72J-275 974,964.250.14<None>4,740.10J-276 974,964.250.14<None>4,739.71J-277 974,964.250.14<None>4,740.31J-278 Page 8 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 974,964.250.14<None>4,739.72J-279 984,964.250.14<None>4,738.79J-280 974,964.250.14<None>4,739.10J-281 984,964.250.14<None>4,738.14J-282 984,964.250.14<None>4,738.66J-283 984,964.250.14<None>4,737.45J-284 984,964.250.14<None>4,737.95J-285 994,964.250.14<None>4,735.57J-286 994,964.250.14<None>4,735.87J-287 994,964.250.14<None>4,736.52J-288 994,964.250.14<None>4,736.57J-289 994,964.250.14<None>4,736.44J-290 984,964.250.14<None>4,736.62J-291 994,964.250.14<None>4,735.65J-292 994,964.250.14<None>4,735.38J-293 994,964.250.14<None>4,736.44J-294 994,964.250.14<None>4,735.98J-295 994,964.250.14<None>4,735.59J-296 994,964.250.14<None>4,735.64J-297 994,964.250.14<None>4,735.71J-298 984,964.250.14<None>4,737.16J-299 984,964.250.14<None>4,737.34J-300 984,964.250.14<None>4,737.74J-301 984,964.250.14<None>4,738.54J-302 974,964.250.14<None>4,739.27J-303 994,964.250.14<None>4,734.58J-304 994,964.250.14<None>4,734.92J-305 994,964.250.14<None>4,735.63J-306 994,964.250.14<None>4,735.05J-307 994,964.250.14<None>4,734.82J-308 994,964.250.14<None>4,735.63J-309 994,964.250.14<None>4,735.46J-310 994,964.250.14<None>4,734.47J-311 1004,964.250.14<None>4,733.83J-312 994,964.250.14<None>4,735.02J-313 994,964.250.14<None>4,734.96J-314 1004,964.250.14<None>4,733.47J-315 1004,964.250.14<None>4,732.14J-316 1004,964.250.14<None>4,733.23J-317 994,964.250.14<None>4,734.42J-318 1004,964.250.14<None>4,734.02J-319 994,964.250.14<None>4,734.31J-320 1004,964.250.14<None>4,733.28J-321 1004,964.250.14<None>4,732.87J-322 1004,964.250.14<None>4,734.21J-323 Page 9 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1004,964.250.14<None>4,734.03J-324 1004,964.250.14<None>4,733.39J-325 1004,964.250.14<None>4,733.06J-326 1004,964.250.14<None>4,734.26J-327 994,964.250.14<None>4,734.66J-328 1004,964.250.14<None>4,733.94J-329 994,964.250.14<None>4,734.96J-330 994,964.250.14<None>4,735.74J-331 994,964.250.14<None>4,736.29J-332 994,964.250.14<None>4,735.56J-333 994,964.250.14<None>4,736.35J-334 984,964.250.14<None>4,736.93J-335 984,964.250.14<None>4,737.77J-336 984,964.250.14<None>4,737.34J-337 984,964.250.14<None>4,738.47J-338 1004,964.250.14<None>4,733.78J-339 1004,964.250.14<None>4,733.42J-340 1004,964.250.14<None>4,733.00J-341 1004,964.250.14<None>4,733.88J-342 1004,964.250.14<None>4,732.57J-343 1004,964.250.14<None>4,732.13J-344 1014,964.250.14<None>4,731.05J-345 1004,964.250.14<None>4,732.47J-346 1104,964.250.14<None>4,709.93J-347 1014,964.250.14<None>4,731.10J-348 1014,964.250.14<None>4,731.89J-349 1004,964.250.14<None>4,732.67J-350 1004,964.250.14<None>4,732.67J-351 1004,964.250.14<None>4,732.94J-352 1004,964.250.14<None>4,733.81J-353 994,964.250.14<None>4,734.70J-354 994,964.250.14<None>4,735.65J-355 984,964.250.14<None>4,736.65J-356 1014,964.250.14<None>4,730.29J-357 1014,964.250.14<None>4,730.08J-358 1014,964.250.14<None>4,729.69J-359 1024,964.250.14<None>4,729.55J-360 1024,964.250.14<None>4,728.91J-361 1024,964.250.14<None>4,729.24J-362 1024,964.250.14<None>4,728.58J-363 1024,964.250.14<None>4,728.10J-364 1024,964.250.14<None>4,728.10J-365 1024,964.250.14<None>4,727.62J-366 1034,964.250.14<None>4,727.25J-367 1024,964.250.14<None>4,728.02J-368 Page 10 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1024,964.250.14<None>4,728.67J-369 1024,964.250.14<None>4,728.66J-370 1024,964.250.14<None>4,728.27J-371 1024,964.250.14<None>4,728.19J-372 1024,964.250.14<None>4,727.82J-373 1024,964.250.14<None>4,727.77J-374 1024,964.250.14<None>4,727.45J-375 1024,964.250.14<None>4,727.60J-376 1034,964.250.14<None>4,726.99J-377 1034,964.250.14<None>4,726.66J-378 1034,964.250.14<None>4,726.34J-379 1034,964.250.14<None>4,726.11J-380 1034,964.250.14<None>4,726.28J-381 1034,964.250.14<None>4,725.76J-382 1034,964.250.14<None>4,725.37J-383 1034,964.250.14<None>4,725.27J-384 1034,964.250.14<None>4,725.46J-385 1034,964.250.14<None>4,725.33J-386 1044,964.250.14<None>4,724.18J-387 1044,964.250.14<None>4,724.10J-388 1044,964.250.14<None>4,724.45J-389 1044,964.250.14<None>4,725.01J-390 1034,964.250.14<None>4,726.03J-391 1034,964.250.14<None>4,726.61J-392 1034,964.250.14<None>4,726.11J-393 1034,964.250.14<None>4,727.06J-394 1034,964.250.14<None>4,727.25J-395 1034,964.250.14<None>4,726.28J-396 1034,964.250.14<None>4,726.59J-397 1024,964.250.14<None>4,727.42J-398 994,964.250.14<None>4,734.71J-399 994,964.250.14<None>4,735.13J-400 994,964.250.14<None>4,735.38J-401 994,964.250.14<None>4,736.04J-402 994,964.250.14<None>4,736.50J-403 984,964.250.14<None>4,736.92J-404 994,964.250.14<None>4,734.73J-405 994,964.250.14<None>4,735.26J-406 994,964.250.14<None>4,734.33J-407 994,964.250.14<None>4,734.89J-408 1004,964.250.14<None>4,733.93J-409 994,964.250.14<None>4,734.45J-410 1004,964.250.14<None>4,733.51J-411 1004,964.250.14<None>4,734.01J-412 1004,964.250.14<None>4,733.10J-413 Page 11 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1004,964.250.14<None>4,733.58J-414 1004,964.250.14<None>4,732.68J-415 1004,964.250.14<None>4,733.16J-416 Page 12 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Hydrant Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) ZoneElevation (ft) Hydrant Status Label 1034,964.25<None>4,725.14ClosedH-1 1044,964.25<None>4,723.99ClosedH-4 1034,964.25<None>4,727.06ClosedH-5 1024,964.25<None>4,728.81ClosedH-7 1054,964.25<None>4,720.72ClosedH-8 1054,964.25<None>4,721.75ClosedH-9 1054,964.25<None>4,721.29ClosedH-10 1054,964.25<None>4,721.93ClosedH-11 1064,964.25<None>4,719.87ClosedH-12 1084,964.25<None>4,715.52ClosedH-13 1074,964.25<None>4,716.87ClosedH-14 1074,964.25<None>4,716.08ClosedH-15 1074,964.25<None>4,717.44ClosedH-16 1054,964.25<None>4,720.69ClosedH-17 1094,964.25<None>4,713.17ClosedH-18 1094,964.25<None>4,712.77ClosedH-19 1094,964.25<None>4,712.41ClosedH-20 1074,964.25<None>4,717.21ClosedH-21 1074,964.25<None>4,717.23ClosedH-22 1104,964.25<None>4,711.02ClosedH-23 1104,964.25<None>4,710.98ClosedH-24 1114,964.25<None>4,708.75ClosedH-25 1104,964.25<None>4,709.94ClosedH-26 1034,964.25<None>4,727.29ClosedH-30 1044,964.25<None>4,722.95ClosedH-31 1084,964.25<None>4,714.24ClosedH-32 1094,964.25<None>4,711.36ClosedH-33 1084,964.25<None>4,713.90ClosedH-34 Page 13 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 1.02160.32130.0Ductile Iron8.0PMP-1R-127P-11 1.02160.32130.0Ductile Iron8.0J-10PMP-124P-12 0.0639.63130.0Ductile Iron16.0J-5J-28233P-7 0.0639.63130.0Ductile Iron16.0J-6J-583P-8 0.0639.63130.0Ductile Iron16.0J-7J-6334P-9 0.0422.94130.0Ductile Iron16.0J-8J-732P-10 0.0422.94130.0Ductile Iron16.0J-9J-8615P-11 0.0422.94130.0Ductile Iron16.0J-10J-994P-12 0.000.00130.0Ductile Iron16.0J-11J-10361P-13 0.000.00130.0Ductile Iron16.0J-12J-1065P-14 0.0122.94130.0Ductile Iron36.0J-13J-10378P-15 0.0122.94130.0Ductile Iron36.0J-14J-13548P-16 0.0010.67130.0Ductile Iron36.0J-15J-14481P-17 0.000.00130.0Ductile Iron36.0J-16J-1545P-18 0.011.41130.0Ductile Iron8.0J-18J-17206P-20 0.000.48130.0Ductile Iron8.0J-19J-1878P-21 0.000.20130.0Ductile Iron8.0J-20J-1939P-22 0.00-0.08130.0Ductile Iron8.0J-21J-2037P-23 0.00-0.36130.0Ductile Iron8.0J-22J-2139P-24 0.00-0.64130.0Ductile Iron8.0J-23J-2238P-25 0.01-0.92130.0Ductile Iron8.0J-24J-2337P-26 0.01-1.20130.0Ductile Iron8.0J-25J-2439P-27 0.01-1.48130.0Ductile Iron8.0J-26J-2538P-28 0.01-1.76130.0Ductile Iron8.0J-27J-2637P-29 Page 14 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-2.04130.0Ductile Iron8.0J-28J-2738P-30 0.01-2.32130.0Ductile Iron8.0J-29J-2836P-31 0.02-2.46130.0Ductile Iron8.0J-30J-2945P-32 0.04-6.78130.0Ductile Iron8.0J-31J-30112P-33 0.011.55130.0Ductile Iron8.0J-32J-3093P-35 0.011.27130.0Ductile Iron8.0J-33J-3228P-36 0.010.99130.0Ductile Iron8.0J-34J-3331P-37 0.000.71130.0Ductile Iron8.0J-35J-3430P-38 0.000.43130.0Ductile Iron8.0J-36J-3532P-39 0.000.15130.0Ductile Iron8.0J-37J-3631P-40 0.00-0.13130.0Ductile Iron8.0J-38J-3761P-41 0.00-0.41130.0Ductile Iron8.0J-39J-3832P-42 0.00-0.69130.0Ductile Iron8.0J-40J-3931P-43 0.01-0.97130.0Ductile Iron8.0J-41J-4030P-44 0.01-1.25130.0Ductile Iron8.0J-42J-4132P-45 0.01-1.53130.0Ductile Iron8.0J-43J-4231P-46 0.01-1.81130.0Ductile Iron8.0J-44J-4330P-47 0.01-2.09130.0Ductile Iron8.0J-45J-4437P-48 0.02-2.37130.0Ductile Iron8.0J-46J-4546P-49 0.02-2.75130.0Ductile Iron8.0J-47J-46109P-50 0.02-2.55130.0Ductile Iron8.0J-48J-4675P-52 0.02-2.69130.0Ductile Iron8.0J-49J-4842P-53 0.02-2.83130.0Ductile Iron8.0J-50J-4928P-54 0.000.28130.0Ductile Iron8.0J-51J-5047P-55 Page 15 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.000.14130.0Ductile Iron8.0J-52J-5151P-56 0.02-3.25130.0Ductile Iron8.0J-53J-5048P-57 0.02-3.53130.0Ductile Iron8.0J-54J-5338P-58 0.02-3.81130.0Ductile Iron8.0J-55J-5469P-59 0.03-4.09130.0Ductile Iron8.0J-56J-5538P-60 0.03-4.37130.0Ductile Iron8.0J-57J-5638P-61 0.03-4.65130.0Ductile Iron8.0J-58J-5742P-62 0.03-4.93130.0Ductile Iron8.0J-59J-5846P-63 0.03-5.07130.0Ductile Iron8.0J-60J-5926P-64 0.03-5.21130.0Ductile Iron8.0J-61J-6016P-65 0.03-5.35130.0Ductile Iron8.0J-62J-6130P-66 0.04-5.63130.0Ductile Iron8.0J-63J-6245P-67 0.04-5.91130.0Ductile Iron8.0J-64J-6373P-68 0.11-16.68130.0Ductile Iron8.0J-7J-64167P-69 0.010.93130.0Ductile Iron8.0J-65J-18132P-70 0.000.39130.0Ductile Iron8.0J-66J-6587P-71 0.000.25130.0Ductile Iron8.0J-67J-6650P-72 0.000.11130.0Ductile Iron8.0J-68J-6746P-73 0.00-0.03130.0Ductile Iron8.0J-69J-6847P-74 0.00-0.17130.0Ductile Iron8.0J-70J-6927P-75 0.00-0.17130.0Ductile Iron8.0J-71J-7023P-76 0.00-0.31130.0Ductile Iron8.0J-72J-7144P-77 0.00-0.45130.0Ductile Iron8.0J-73J-7248P-78 0.00-0.59130.0Ductile Iron8.0J-74J-7352P-79 Page 16 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.00-0.73130.0Ductile Iron8.0J-75J-7459P-80 0.02-2.78130.0Ductile Iron8.0J-30J-75134P-81 0.000.17130.0Ductile Iron8.0J-76J-7570P-82 0.000.03130.0Ductile Iron8.0J-77J-7651P-83 0.00-0.11130.0Ductile Iron8.0J-78J-7746P-84 0.00-0.25130.0Ductile Iron8.0J-79J-7847P-85 0.00-0.39130.0Ductile Iron8.0J-80J-7946P-86 0.00-0.53130.0Ductile Iron8.0J-81J-8054P-87 0.00-0.53130.0Ductile Iron8.0J-82J-8125P-88 0.00-0.67130.0Ductile Iron8.0J-83J-8245P-89 0.01-0.81130.0Ductile Iron8.0J-84J-8345P-90 0.01-0.95130.0Ductile Iron8.0J-85J-8449P-91 0.01-1.09130.0Ductile Iron8.0J-86J-8549P-92 0.01-1.23130.0Ductile Iron8.0J-87J-8679P-93 0.02-2.93130.0Ductile Iron8.0J-46J-87124P-94 0.000.54130.0Ductile Iron8.0J-88J-6515P-95 0.000.54130.0Ductile Iron8.0J-89J-88180P-96 0.011.83130.0Ductile Iron8.0J-90J-8989P-97 0.011.55130.0Ductile Iron8.0J-91J-9047P-98 0.011.27130.0Ductile Iron8.0J-92J-9146P-99 0.010.99130.0Ductile Iron8.0J-93J-9247P-100 0.000.71130.0Ductile Iron8.0J-94J-9347P-101 0.000.43130.0Ductile Iron8.0J-95J-9447P-102 0.000.15130.0Ductile Iron8.0J-96J-9548P-103 Page 17 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.00-0.13130.0Ductile Iron8.0J-97J-9655P-104 0.00-0.41130.0Ductile Iron8.0J-98J-9756P-105 0.01-1.88130.0Ductile Iron8.0J-99J-98168P-106 0.01-1.88130.0Ductile Iron8.0J-75J-9927P-107 0.010.93130.0Ductile Iron8.0J-100J-9870P-108 0.000.65130.0Ductile Iron8.0J-101J-10050P-109 0.000.37130.0Ductile Iron8.0J-102J-10147P-110 0.000.09130.0Ductile Iron8.0J-103J-10246P-111 0.00-0.19130.0Ductile Iron8.0J-104J-10347P-112 0.00-0.47130.0Ductile Iron8.0J-105J-10453P-113 0.00-0.47130.0Ductile Iron8.0J-106J-10523P-114 0.00-0.75130.0Ductile Iron8.0J-107J-10649P-115 0.01-1.03130.0Ductile Iron8.0J-108J-10745P-116 0.01-1.31130.0Ductile Iron8.0J-109J-10847P-117 0.01-1.59130.0Ductile Iron8.0J-110J-10947P-118 0.01-1.73130.0Ductile Iron8.0J-111J-11081P-119 0.01-1.69130.0Ductile Iron8.0J-87J-111195P-120 0.01-1.29130.0Ductile Iron8.0J-112J-89195P-121 0.011.05130.0Ductile Iron8.0J-112J-113194P-122 0.022.54130.0Ductile Iron8.0J-114J-112117P-123 0.011.42130.0Ductile Iron8.0J-115J-114132P-124 0.000.44130.0Ductile Iron8.0J-116J-115132P-125 0.00-0.68130.0Ductile Iron8.0J-117J-11623P-126 0.00-0.68130.0Ductile Iron8.0J-118J-11777P-127 Page 18 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.00-0.54130.0Ductile Iron8.0J-98J-118195P-128 0.00-0.27130.0Ductile Iron8.0J-120J-119104P-130 0.01-1.25130.0Ductile Iron8.0J-121J-120132P-131 0.01-2.09130.0Ductile Iron8.0J-122J-12190P-132 0.000.04130.0Ductile Iron8.0J-111J-122195P-133 0.07-10.77130.0Ductile Iron8.0J-123J-12253P-134 0.07-10.77130.0Ductile Iron8.0J-64J-12386P-135 0.01-1.05130.0Ductile Iron8.0J-124J-11310P-136 0.01-1.05130.0Ductile Iron8.0J-125J-12434P-137 0.01-1.33130.0Ductile Iron8.0J-126J-12551P-138 0.01-1.61130.0Ductile Iron8.0J-127J-12645P-139 0.01-1.89130.0Ductile Iron8.0J-128J-12737P-140 0.01-2.03130.0Ductile Iron8.0J-129J-12846P-141 0.01-2.31130.0Ductile Iron8.0J-130J-12932P-142 0.02-2.45130.0Ductile Iron8.0J-131J-13034P-143 0.02-2.59130.0Ductile Iron8.0J-132J-13178P-144 0.02-2.73130.0Ductile Iron8.0J-133J-13298P-145 0.022.78130.0Ductile Iron8.0J-134J-133310P-146 0.022.78130.0Ductile Iron8.0J-112J-13416P-147 0.035.15130.0Ductile Iron8.0J-135J-133106P-148 0.034.45130.0Ductile Iron8.0J-136J-13512P-149 0.011.89130.0Ductile Iron8.0J-137J-136120P-150 0.011.19130.0Ductile Iron8.0J-138J-13720P-151 0.011.19130.0Ductile Iron8.0J-139J-138100P-152 Page 19 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.00-0.45130.0Ductile Iron8.0J-140J-13912P-153 0.01-1.15130.0Ductile Iron8.0J-141J-140111P-154 0.010.85130.0Ductile Iron8.0J-118J-141326P-155 0.057.18130.0Ductile Iron8.0J-142J-14131P-156 0.057.18130.0Ductile Iron8.0J-143J-14280P-157 0.046.48130.0Ductile Iron8.0J-144J-14399P-158 0.034.80130.0Ductile Iron8.0J-145J-14433P-159 0.034.10130.0Ductile Iron8.0J-146J-145121P-160 0.01-0.94130.0Ductile Iron8.0J-147J-14622P-161 0.01-1.64130.0Ductile Iron8.0J-148J-14722P-162 0.01-1.64130.0Ductile Iron8.0J-149J-14899P-163 0.01-2.34130.0Ductile Iron8.0J-150J-149101P-164 0.03-4.20130.0Ductile Iron8.0J-151J-150215P-165 0.06-8.64130.0Ductile Iron8.0J-122J-151111P-166 0.034.45130.0Ductile Iron8.0J-152J-15165P-167 0.034.31130.0Ductile Iron8.0J-153J-15231P-168 0.034.17130.0Ductile Iron8.0J-154J-15333P-169 0.000.42130.0Ductile Iron8.0J-155J-15430P-170 0.000.28130.0Ductile Iron8.0J-156J-15531P-171 0.000.14130.0Ductile Iron8.0J-157J-15636P-172 0.023.61130.0Ductile Iron8.0J-158J-15433P-173 0.023.33130.0Ductile Iron8.0J-159J-15834P-174 0.023.05130.0Ductile Iron8.0J-160J-15931P-175 0.022.77130.0Ductile Iron8.0J-161J-16031P-176 Page 20 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.022.49130.0Ductile Iron8.0J-162J-16131P-177 0.012.21130.0Ductile Iron8.0J-163J-16232P-178 0.011.93130.0Ductile Iron8.0J-164J-16323P-179 0.01-1.85130.0Ductile Iron8.0J-150J-164129P-180 0.023.78130.0Ductile Iron8.0J-165J-16423P-181 0.035.04130.0Ductile Iron8.0J-166J-14619P-182 0.011.68130.0Ductile Iron8.0J-167J-14419P-183 0.011.68130.0Ductile Iron8.0J-169J-16840P-184 0.06-9.19130.0Ductile Iron8.0J-168J-14186P-185 0.07-10.87130.0Ductile Iron8.0J-170J-168146P-186 0.08-12.27130.0Ductile Iron8.0J-171J-170105P-187 0.08-12.27130.0Ductile Iron8.0J-14J-17152P-188 0.011.40130.0Ductile Iron8.0J-172J-17041P-189 0.07-10.67130.0Ductile Iron8.0J-173J-13325P-190 0.07-10.67130.0Ductile Iron8.0J-174J-173317P-191 0.07-10.67130.0Ductile Iron8.0J-15J-17442P-192 0.022.56130.0Ductile Iron8.0J-175J-13645P-193 0.012.28130.0Ductile Iron8.0J-176J-17531P-194 0.012.00130.0Ductile Iron8.0J-177J-17631P-195 0.011.72130.0Ductile Iron8.0J-178J-17728P-196 0.011.44130.0Ductile Iron8.0J-179J-17868P-197 0.000.42130.0Ductile Iron8.0J-180J-17926P-198 0.000.28130.0Ductile Iron8.0J-181J-18030P-199 0.000.14130.0Ductile Iron8.0J-182J-18129P-200 Page 21 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.010.88130.0Ductile Iron8.0J-183J-17941P-201 0.000.74130.0Ductile Iron8.0J-184J-18338P-202 0.000.60130.0Ductile Iron8.0J-185J-18431P-203 0.000.46130.0Ductile Iron8.0J-186J-18530P-204 0.000.32130.0Ductile Iron8.0J-187J-18632P-205 0.000.18130.0Ductile Iron8.0J-188J-18741P-206 0.000.04130.0Ductile Iron8.0J-189J-18826P-207 0.011.65130.0Ductile Iron8.0J-190J-13942P-208 0.011.37130.0Ductile Iron8.0J-191J-19034P-209 0.011.09130.0Ductile Iron8.0J-192J-19131P-210 0.010.81130.0Ductile Iron8.0J-193J-19231P-211 0.000.53130.0Ductile Iron8.0J-189J-19366P-212 0.000.42130.0Ductile Iron8.0J-194J-18925P-213 0.000.28130.0Ductile Iron8.0J-195J-19432P-214 0.000.14130.0Ductile Iron8.0J-196J-19527P-215 0.000.00130.0Ductile Iron6.0H-1J-1713P-216 0.000.00130.0Ductile Iron6.0J-31H-48P-219 0.000.00130.0Ductile Iron6.0J-47H-513P-220 0.000.00130.0Ductile Iron6.0J-52H-717P-222 0.000.00130.0Ductile Iron6.0J-88H-814P-223 0.000.00130.0Ductile Iron6.0J-70H-912P-224 0.000.00130.0Ductile Iron6.0J-99H-1020P-225 0.000.00130.0Ductile Iron6.0J-81H-1119P-226 0.000.00130.0Ductile Iron6.0J-105H-1219P-227 Page 22 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.000.00130.0Ductile Iron6.0J-124H-1315P-228 0.000.00130.0Ductile Iron6.0J-134H-1419P-229 0.000.00130.0Ductile Iron6.0J-117H-1516P-230 0.000.00130.0Ductile Iron6.0J-119H-1616P-231 0.000.00130.0Ductile Iron6.0J-123H-1714P-232 0.000.00130.0Ductile Iron6.0J-173H-1815P-233 0.000.00130.0Ductile Iron6.0J-138H-1925P-234 0.000.00130.0Ductile Iron6.0J-142H-2020P-235 0.000.00130.0Ductile Iron6.0J-148H-2121P-236 0.000.00130.0Ductile Iron6.0J-165H-225P-237 0.000.00130.0Ductile Iron6.0H-23J-17436P-238 0.000.00130.0Ductile Iron6.0J-182H-2410P-239 0.000.00130.0Ductile Iron6.0J-196H-2511P-240 0.000.00130.0Ductile Iron6.0H-26J-17126P-241 0.000.00130.0Ductile Iron6.0J-6H-3014P-245 0.000.00130.0Ductile Iron6.0J-8H-3133P-246 0.000.00130.0Ductile Iron6.0J-9H-32110P-247 0.000.00130.0Ductile Iron6.0J-11H-3317P-248 0.000.00130.0Ductile Iron6.0J-13H-3418P-249 0.010.70130.0Ductile Iron6.0J-201J-11499P-250 0.010.70130.0Ductile Iron6.0J-202J-11599P-251 0.010.70130.0Ductile Iron6.0J-203J-11699P-252 0.010.70130.0Ductile Iron6.0J-204J-12099P-253 0.010.70130.0Ductile Iron6.0J-205J-12199P-254 Page 23 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.010.70130.0Ductile Iron6.0J-206J-135121P-255 0.010.70130.0Ductile Iron6.0J-207J-137121P-256 0.010.70130.0Ductile Iron6.0J-208J-140121P-257 0.010.70130.0Ductile Iron6.0J-209J-143121P-258 0.010.70130.0Ductile Iron6.0J-210J-145121P-259 0.010.70130.0Ductile Iron6.0J-211J-147121P-260 0.010.70130.0Ductile Iron6.0J-212J-149121P-261 0.060.14135.0Copper1.0J-213J-1921P-262 0.060.14135.0Copper1.0J-214J-199P-263 0.060.14135.0Copper1.0J-215J-209P-264 0.060.14135.0Copper1.0J-216J-2021P-265 0.060.14135.0Copper1.0J-217J-2121P-266 0.060.14135.0Copper1.0J-218J-219P-267 0.060.14135.0Copper1.0J-219J-229P-268 0.060.14135.0Copper1.0J-220J-2221P-269 0.060.14135.0Copper1.0J-221J-2320P-270 0.060.14135.0Copper1.0J-222J-2310P-271 0.060.14135.0Copper1.0J-223J-2410P-272 0.060.14135.0Copper1.0J-224J-2420P-273 0.060.14135.0Copper1.0J-225J-2520P-274 0.060.14135.0Copper1.0J-226J-2510P-275 0.060.14135.0Copper1.0J-227J-269P-276 0.060.14135.0Copper1.0J-228J-2621P-277 0.060.14135.0Copper1.0J-229J-279P-278 0.060.14135.0Copper1.0J-230J-2721P-279 0.060.14135.0Copper1.0J-231J-2821P-280 0.060.14135.0Copper1.0J-232J-289P-281 0.060.14135.0Copper1.0J-233J-2920P-282 0.060.14135.0Copper1.0J-234J-329P-283 0.060.14135.0Copper1.0J-235J-3221P-284 0.060.14135.0Copper1.0J-236J-3321P-285 0.060.14135.0Copper1.0J-237J-339P-286 0.060.14135.0Copper1.0J-238J-349P-287 0.060.14135.0Copper1.0J-239J-3421P-288 0.060.14135.0Copper1.0J-240J-359P-289 0.060.14135.0Copper1.0J-241J-3521P-290 0.060.14135.0Copper1.0J-242J-3621P-291 0.060.14135.0Copper1.0J-243J-369P-292 0.060.14135.0Copper1.0J-244J-379P-293 Page 24 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.060.14135.0Copper1.0J-245J-3721P-294 0.060.14135.0Copper1.0J-246J-3820P-295 0.060.14135.0Copper1.0J-247J-3810P-296 0.060.14135.0Copper1.0J-248J-3910P-297 0.060.14135.0Copper1.0J-249J-3920P-298 0.060.14135.0Copper1.0J-250J-4020P-299 0.060.14135.0Copper1.0J-251J-4010P-300 0.060.14135.0Copper1.0J-252J-4120P-301 0.060.14135.0Copper1.0J-253J-4110P-302 0.060.14135.0Copper1.0J-254J-4210P-303 0.060.14135.0Copper1.0J-255J-4220P-304 0.060.14135.0Copper1.0J-256J-4320P-305 0.060.14135.0Copper1.0J-257J-4310P-306 0.060.14135.0Copper1.0J-258J-4410P-307 0.060.14135.0Copper1.0J-259J-4420P-308 0.060.14135.0Copper1.0J-260J-4520P-309 0.060.14135.0Copper1.0J-261J-4510P-310 0.060.14135.0Copper1.0J-262J-4821P-311 0.060.14135.0Copper1.0J-263J-4921P-312 0.060.14135.0Copper1.0J-264J-5021P-313 0.060.14135.0Copper1.0J-265J-5121P-314 0.060.14135.0Copper1.0J-266J-5221P-315 0.060.14135.0Copper1.0J-267J-5310P-316 0.060.14135.0Copper1.0J-268J-5320P-317 0.060.14135.0Copper1.0J-269J-5410P-318 0.060.14135.0Copper1.0J-270J-5420P-319 0.060.14135.0Copper1.0J-271J-5520P-320 0.060.14135.0Copper1.0J-272J-5510P-321 0.060.14135.0Copper1.0J-273J-5610P-322 0.060.14135.0Copper1.0J-274J-5620P-323 0.060.14135.0Copper1.0J-275J-5720P-324 0.060.14135.0Copper1.0J-276J-5710P-325 0.060.14135.0Copper1.0J-277J-5810P-326 0.060.14135.0Copper1.0J-278J-5820P-327 0.060.14135.0Copper1.0J-279J-5920P-328 0.060.14135.0Copper1.0J-280J-6010P-329 0.060.14135.0Copper1.0J-281J-6120P-330 0.060.14135.0Copper1.0J-282J-6210P-331 0.060.14135.0Copper1.0J-283J-6221P-332 0.060.14135.0Copper1.0J-284J-6310P-333 0.060.14135.0Copper1.0J-285J-6321P-334 0.060.14135.0Copper1.0J-286J-6629P-335 0.060.14135.0Copper1.0J-287J-6729P-336 0.060.14135.0Copper1.0J-288J-6829P-337 0.060.14135.0Copper1.0J-289J-6929P-338 Page 25 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.060.14135.0Copper1.0J-290J-7129P-339 0.060.14135.0Copper1.0J-291J-7229P-340 0.060.14135.0Copper1.0J-292J-7329P-341 0.060.14135.0Copper1.0J-293J-7429P-342 0.060.14135.0Copper1.0J-294J-7629P-343 0.060.14135.0Copper1.0J-295J-7729P-344 0.060.14135.0Copper1.0J-296J-7829P-345 0.060.14135.0Copper1.0J-297J-7929P-346 0.060.14135.0Copper1.0J-298J-8029P-347 0.060.14135.0Copper1.0J-299J-8229P-348 0.060.14135.0Copper1.0J-300J-8329P-349 0.060.14135.0Copper1.0J-301J-8429P-350 0.060.14135.0Copper1.0J-302J-8529P-351 0.060.14135.0Copper1.0J-303J-8629P-352 0.060.14135.0Copper1.0J-304J-9029P-353 0.060.14135.0Copper1.0J-305J-9051P-354 0.060.14135.0Copper1.0J-306J-9151P-355 0.060.14135.0Copper1.0J-307J-9129P-356 0.060.14135.0Copper1.0J-308J-9229P-357 0.060.14135.0Copper1.0J-309J-9251P-358 0.060.14135.0Copper1.0J-310J-9351P-359 0.060.14135.0Copper1.0J-311J-9329P-360 0.060.14135.0Copper1.0J-312J-9429P-361 0.060.14135.0Copper1.0J-313J-9451P-362 0.060.14135.0Copper1.0J-314J-9551P-363 0.060.14135.0Copper1.0J-315J-9529P-364 0.060.14135.0Copper1.0J-316J-9629P-365 0.060.14135.0Copper1.0J-317J-9651P-366 0.060.14135.0Copper1.0J-318J-9751P-367 0.060.14135.0Copper1.0J-319J-9729P-368 0.060.14135.0Copper1.0J-320J-10051P-369 0.060.14135.0Copper1.0J-321J-10029P-370 0.060.14135.0Copper1.0J-322J-10129P-371 0.060.14135.0Copper1.0J-323J-10151P-372 0.060.14135.0Copper1.0J-324J-10251P-373 0.060.14135.0Copper1.0J-325J-10229P-374 0.060.14135.0Copper1.0J-326J-10329P-375 0.060.14135.0Copper1.0J-327J-10351P-376 0.060.14135.0Copper1.0J-328J-10451P-377 0.060.14135.0Copper1.0J-329J-10429P-378 0.060.14135.0Copper1.0J-330J-10629P-379 0.060.14135.0Copper1.0J-331J-10651P-380 0.060.14135.0Copper1.0J-332J-10751P-381 0.060.14135.0Copper1.0J-333J-10729P-382 0.060.14135.0Copper1.0J-334J-10829P-383 Page 26 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.060.14135.0Copper1.0J-335J-10851P-384 0.060.14135.0Copper1.0J-336J-10951P-385 0.060.14135.0Copper1.0J-337J-10929P-386 0.060.14135.0Copper1.0J-338J-11051P-387 0.060.14135.0Copper1.0J-339J-11459P-388 0.060.14135.0Copper1.0J-340J-11483P-389 0.060.14135.0Copper1.0J-342J-11455P-391 0.060.14135.0Copper1.0J-341J-11554P-392 0.060.14135.0Copper1.0J-343J-11558P-393 0.060.14135.0Copper1.0J-344J-11677P-394 0.060.14135.0Copper1.0J-345J-11652P-395 0.060.14135.0Copper1.0J-346J-11666P-396 0.000.71130.0Ductile Iron8.0J-347J-118144P-129(1) 0.000.01130.0Ductile Iron8.0J-119J-347138P-129(2) 0.060.14135.0Copper1.0J-348J-34788P-397 0.060.14135.0Copper1.0J-349J-34756P-398 0.060.14135.0Copper1.0J-350J-34756P-399 0.060.14135.0Copper1.0J-351J-34787P-400 0.060.14135.0Copper1.0J-352J-11955P-401 0.060.14135.0Copper1.0J-353J-11976P-402 0.060.14135.0Copper1.0J-354J-12051P-403 0.060.14135.0Copper1.0J-355J-12069P-404 0.060.14135.0Copper1.0J-356J-12163P-405 0.060.14135.0Copper1.0J-357J-12529P-406 0.060.14135.0Copper1.0J-358J-12551P-407 0.060.14135.0Copper1.0J-359J-12651P-408 0.060.14135.0Copper1.0J-360J-12629P-409 0.060.14135.0Copper1.0J-361J-12729P-410 0.060.14135.0Copper1.0J-362J-12751P-411 0.060.14135.0Copper1.0J-363J-12829P-412 0.060.14135.0Copper1.0J-364J-12930P-413 0.060.14135.0Copper1.0J-365J-12950P-414 0.060.14135.0Copper1.0J-366J-13031P-415 0.060.14135.0Copper1.0J-367J-13135P-416 0.060.14135.0Copper1.0J-368J-13244P-417 0.060.14135.0Copper1.0J-369J-17510P-418 0.060.14135.0Copper1.0J-370J-17520P-419 0.060.14135.0Copper1.0J-371J-17620P-420 0.060.14135.0Copper1.0J-372J-17610P-421 0.060.14135.0Copper1.0J-373J-17710P-422 0.060.14135.0Copper1.0J-374J-17720P-423 0.060.14135.0Copper1.0J-375J-17820P-424 0.060.14135.0Copper1.0J-376J-17810P-425 Page 27 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Average Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.060.14135.0Copper1.0J-377J-17910P-426 0.060.14135.0Copper1.0J-378J-18010P-427 0.060.14135.0Copper1.0J-379J-18110P-428 0.060.14135.0Copper1.0J-380J-18210P-429 0.060.14135.0Copper1.0J-381J-18324P-430 0.060.14135.0Copper1.0J-382J-18424P-431 0.060.14135.0Copper1.0J-383J-18524P-432 0.060.14135.0Copper1.0J-384J-18624P-433 0.060.14135.0Copper1.0J-385J-18724P-434 0.060.14135.0Copper1.0J-386J-18824P-435 0.060.14135.0Copper1.0J-387J-19620P-436 0.060.14135.0Copper1.0J-388J-19521P-437 0.060.14135.0Copper1.0J-389J-19421P-438 0.060.14135.0Copper1.0J-390J-18921P-439 0.060.14135.0Copper1.0J-391J-19321P-440 0.060.14135.0Copper1.0J-392J-1939P-441 0.060.14135.0Copper1.0J-393J-19221P-442 0.060.14135.0Copper1.0J-394J-1929P-443 0.060.14135.0Copper1.0J-395J-1919P-444 0.060.14135.0Copper1.0J-396J-19121P-445 0.060.14135.0Copper1.0J-397J-19021P-446 0.060.14135.0Copper1.0J-398J-1909P-447 0.060.14135.0Copper1.0J-399J-15219P-448 0.060.14135.0Copper1.0J-400J-15319P-449 0.060.14135.0Copper1.0J-401J-15419P-450 0.060.14135.0Copper1.0J-402J-15519P-451 0.060.14135.0Copper1.0J-403J-15619P-452 0.060.14135.0Copper1.0J-404J-15720P-453 0.060.14135.0Copper1.0J-405J-1589P-454 0.060.14135.0Copper1.0J-406J-15820P-455 0.060.14135.0Copper1.0J-407J-1599P-456 0.060.14135.0Copper1.0J-408J-15920P-457 0.060.14135.0Copper1.0J-409J-1609P-458 0.060.14135.0Copper1.0J-410J-16020P-459 0.060.14135.0Copper1.0J-411J-1619P-460 0.060.14135.0Copper1.0J-412J-16120P-461 0.060.14135.0Copper1.0J-413J-1629P-462 0.060.14135.0Copper1.0J-414J-16220P-463 0.060.14135.0Copper1.0J-415J-16310P-464 0.060.14135.0Copper1.0J-416J-16320P-465 Page 28 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Reservoir Table - Time: 0.00 hours Hydraulic Grade (ft) Flow (Out net) (gpm) ZoneElevation (ft) Label 4,738.53368.65<None>4,738.53R-1 Pump Table - Time: 0.00 hours Pump Head (ft) Flow (Total) (gpm) Hydraulic Grade (Discharge) (ft) Hydraulic Grade (Suction) (ft) Status (Initial) Pump Definition Elevation (ft) Label 225.28368.654,963.734,738.45On Pump Definition - Oak 4,738.53PMP-1 Page 29 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1044,962.490.00<None>4,721.41J-5 1054,962.490.00<None>4,720.52J-6 1064,962.490.00<None>4,716.81J-7 1064,962.490.00<None>4,716.46J-8 1104,962.490.00<None>4,707.57J-9 1104,962.490.00<None>4,708.79J-10 1114,962.490.00<None>4,704.95J-11 1094,962.490.00<None>4,710.09J-12 1104,962.490.00<None>4,708.13J-13 1124,962.490.00<None>4,704.77J-14 1114,962.490.00<None>4,704.90J-15 1114,962.490.00<None>4,704.98J-16 1064,962.480.00<None>4,718.49J-17 1074,962.480.00<None>4,715.91J-18 1074,962.480.00<None>4,716.03J-19 1074,962.480.00<None>4,715.85J-20 1074,962.480.00<None>4,715.74J-21 1074,962.480.00<None>4,715.69J-22 1074,962.480.00<None>4,716.16J-23 1074,962.480.00<None>4,716.25J-24 1074,962.480.00<None>4,716.21J-25 1064,962.480.00<None>4,716.37J-26 1074,962.480.00<None>4,716.12J-27 1074,962.480.00<None>4,714.86J-28 1074,962.480.00<None>4,716.04J-29 1064,962.480.00<None>4,716.56J-30 1064,962.480.00<None>4,717.15J-31 1074,962.480.00<None>4,716.18J-32 1074,962.480.00<None>4,716.27J-33 1074,962.480.00<None>4,716.18J-34 1074,962.480.00<None>4,716.05J-35 1074,962.480.00<None>4,715.94J-36 1074,962.480.00<None>4,715.80J-37 1074,962.480.00<None>4,715.83J-38 1064,962.480.00<None>4,716.67J-39 1064,962.480.00<None>4,717.07J-40 1064,962.480.00<None>4,717.21J-41 1064,962.480.00<None>4,717.43J-42 1064,962.480.00<None>4,717.62J-43 1064,962.480.00<None>4,718.00J-44 1054,962.480.00<None>4,718.65J-45 1054,962.480.00<None>4,719.49J-46 1054,962.480.00<None>4,720.35J-47 1054,962.480.00<None>4,719.90J-48 1054,962.480.00<None>4,720.48J-49 Page 30 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1044,962.480.00<None>4,720.95J-50 1044,962.480.00<None>4,721.64J-51 1044,962.480.00<None>4,722.00J-52 1054,962.480.00<None>4,720.41J-53 1054,962.480.00<None>4,719.91J-54 1054,962.480.00<None>4,719.01J-55 1064,962.480.00<None>4,718.61J-56 1064,962.480.00<None>4,718.29J-57 1064,962.480.00<None>4,717.90J-58 1064,962.480.00<None>4,717.33J-59 1064,962.480.00<None>4,716.97J-60 1064,962.480.00<None>4,716.73J-61 1074,962.480.00<None>4,716.30J-62 1074,962.480.00<None>4,715.61J-63 1074,962.480.00<None>4,714.55J-64 1084,962.480.00<None>4,713.84J-65 1084,962.480.00<None>4,713.92J-66 1074,962.480.00<None>4,714.04J-67 1074,962.480.00<None>4,714.63J-68 1074,962.480.00<None>4,714.85J-69 1074,962.480.00<None>4,714.86J-70 1074,962.480.00<None>4,714.77J-71 1074,962.480.00<None>4,714.96J-72 1074,962.480.00<None>4,714.18J-73 1084,962.480.00<None>4,713.80J-74 1074,962.480.00<None>4,714.79J-75 1074,962.480.00<None>4,714.89J-76 1074,962.480.00<None>4,714.51J-77 1074,962.480.00<None>4,714.16J-78 1084,962.480.00<None>4,714.00J-79 1074,962.480.00<None>4,714.13J-80 1074,962.480.00<None>4,715.10J-81 1074,962.480.00<None>4,715.41J-82 1074,962.480.00<None>4,715.65J-83 1074,962.480.00<None>4,716.01J-84 1064,962.480.00<None>4,716.74J-85 1064,962.480.00<None>4,717.39J-86 1064,962.480.00<None>4,718.06J-87 1084,962.480.00<None>4,713.68J-88 1084,962.480.00<None>4,711.70J-89 1084,962.480.00<None>4,712.72J-90 1084,962.480.00<None>4,713.19J-91 1084,962.480.00<None>4,713.13J-92 1084,962.480.00<None>4,712.83J-93 1084,962.480.00<None>4,712.30J-94 Page 31 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1084,962.480.00<None>4,711.90J-95 1094,962.480.00<None>4,710.47J-96 1084,962.480.00<None>4,712.29J-97 1084,962.480.00<None>4,711.92J-98 1074,962.480.00<None>4,714.51J-99 1084,962.480.00<None>4,711.76J-100 1094,962.480.00<None>4,711.21J-101 1084,962.480.00<None>4,711.75J-102 1094,962.480.00<None>4,711.40J-103 1084,962.480.00<None>4,712.23J-104 1084,962.480.00<None>4,713.12J-105 1084,962.480.00<None>4,713.25J-106 1084,962.480.00<None>4,713.84J-107 1074,962.480.00<None>4,714.56J-108 1074,962.480.00<None>4,715.48J-109 1074,962.480.00<None>4,716.08J-110 1074,962.480.00<None>4,715.66J-111 1094,962.480.00<None>4,710.08J-112 1104,962.480.00<None>4,708.51J-113 1094,962.480.00<None>4,711.18J-114 1094,962.480.00<None>4,710.15J-115 1104,962.480.00<None>4,708.65J-116 1104,962.480.00<None>4,709.27J-117 1104,962.480.00<None>4,709.20J-118 1094,962.480.00<None>4,710.56J-119 1084,962.480.00<None>4,712.37J-120 1074,962.480.00<None>4,714.14J-121 1084,962.480.00<None>4,713.46J-122 1084,962.480.00<None>4,713.85J-123 1104,962.480.00<None>4,708.36J-124 1104,962.480.00<None>4,707.95J-125 1104,962.480.00<None>4,707.43J-126 1114,962.480.00<None>4,706.89J-127 1114,962.480.00<None>4,706.47J-128 1114,962.480.00<None>4,706.05J-129 1114,962.480.00<None>4,705.69J-130 1114,962.480.00<None>4,705.26J-131 1114,962.480.00<None>4,705.41J-132 1114,962.480.00<None>4,706.60J-133 1094,962.480.00<None>4,709.90J-134 1104,962.480.00<None>4,707.17J-135 1104,962.480.00<None>4,707.19J-136 1114,962.480.00<None>4,706.30J-137 1114,962.480.00<None>4,706.06J-138 1114,962.480.00<None>4,705.73J-139 Page 32 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1114,962.480.00<None>4,704.99J-140 1114,962.480.00<None>4,705.08J-141 1114,962.480.00<None>4,705.48J-142 1114,962.480.00<None>4,706.50J-143 1114,962.480.00<None>4,706.76J-144 1104,962.480.00<None>4,707.42J-145 1094,962.480.00<None>4,709.67J-146 1094,962.480.00<None>4,710.09J-147 1094,962.480.00<None>4,710.48J-148 1094,962.480.00<None>4,710.44J-149 1094,962.480.00<None>4,709.79J-150 1084,962.480.00<None>4,712.34J-151 1084,962.480.00<None>4,712.47J-152 1084,962.480.00<None>4,712.77J-153 1084,962.480.00<None>4,713.17J-154 1084,962.480.00<None>4,713.74J-155 1074,962.480.00<None>4,714.36J-156 1074,962.480.00<None>4,714.77J-157 1084,962.480.00<None>4,712.84J-158 1084,962.480.00<None>4,712.49J-159 1084,962.480.00<None>4,712.11J-160 1094,962.480.00<None>4,711.67J-161 1094,962.480.00<None>4,711.26J-162 1094,962.480.00<None>4,710.84J-163 1094,962.480.00<None>4,710.55J-164 1004,962.488.69<None>4,732.29J-165 1004,962.4811.59<None>4,731.51J-166 1014,962.483.86<None>4,728.64J-167 1124,962.480.00<None>4,704.37J-168 1024,962.483.86<None>4,727.50J-169 1124,962.480.00<None>4,703.86J-170 1124,962.490.00<None>4,702.86J-171 1024,962.483.22<None>4,725.84J-172 1114,962.480.00<None>4,706.40J-173 1124,962.490.00<None>4,703.83J-174 1114,962.480.00<None>4,706.61J-175 1114,962.480.00<None>4,706.10J-176 1114,962.480.00<None>4,705.71J-177 1114,962.480.00<None>4,705.54J-178 1114,962.480.00<None>4,704.92J-179 1124,962.480.00<None>4,704.56J-180 1124,962.480.00<None>4,704.21J-181 1124,962.480.00<None>4,704.01J-182 1124,962.480.00<None>4,704.63J-183 1124,962.480.00<None>4,704.03J-184 Page 33 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1124,962.480.00<None>4,703.71J-185 1124,962.480.00<None>4,703.58J-186 1124,962.480.00<None>4,703.70J-187 1124,962.480.00<None>4,703.71J-188 1124,962.480.00<None>4,703.39J-189 1114,962.480.00<None>4,705.36J-190 1114,962.480.00<None>4,705.19J-191 1114,962.480.00<None>4,705.12J-192 1124,962.480.00<None>4,704.63J-193 1124,962.480.00<None>4,702.78J-194 1134,962.480.00<None>4,702.11J-195 1134,962.480.00<None>4,701.93J-196 1004,962.481.61<None>4,732.02J-201 1004,962.481.61<None>4,730.90J-202 1014,962.481.61<None>4,729.29J-203 994,962.481.61<None>4,733.92J-204 984,962.481.61<None>4,734.90J-205 1004,962.481.61<None>4,730.75J-206 1014,962.481.61<None>4,729.66J-207 1014,962.481.61<None>4,728.02J-208 1014,962.481.61<None>4,729.63J-209 1004,962.481.61<None>4,730.41J-210 994,962.481.61<None>4,733.34J-211 994,962.481.61<None>4,733.78J-212 974,962.480.32<None>4,738.28J-213 974,962.480.32<None>4,737.89J-214 974,962.480.32<None>4,737.69J-215 974,962.480.32<None>4,738.09J-216 974,962.480.32<None>4,738.00J-217 974,962.480.32<None>4,737.60J-218 974,962.480.32<None>4,737.58J-219 974,962.480.32<None>4,737.90J-220 974,962.480.32<None>4,738.31J-221 974,962.480.32<None>4,738.06J-222 974,962.480.32<None>4,738.16J-223 974,962.480.32<None>4,738.46J-224 974,962.480.32<None>4,738.43J-225 974,962.480.32<None>4,738.13J-226 974,962.480.32<None>4,738.23J-227 974,962.480.32<None>4,738.68J-228 974,962.480.32<None>4,737.87J-229 974,962.480.32<None>4,738.55J-230 984,962.480.32<None>4,737.08J-231 984,962.480.32<None>4,736.84J-232 974,962.480.32<None>4,738.00J-233 Page 34 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 974,962.480.32<None>4,738.09J-234 974,962.480.32<None>4,738.39J-235 974,962.480.32<None>4,738.42J-236 974,962.480.32<None>4,738.20J-237 974,962.480.32<None>4,738.11J-238 974,962.480.32<None>4,738.30J-239 974,962.480.32<None>4,737.95J-240 974,962.480.32<None>4,738.21J-241 974,962.480.32<None>4,738.15J-242 974,962.480.32<None>4,737.86J-243 974,962.480.32<None>4,737.71J-244 974,962.480.32<None>4,738.05J-245 974,962.480.32<None>4,737.97J-246 974,962.480.32<None>4,737.90J-247 974,962.480.32<None>4,738.67J-248 974,962.480.32<None>4,738.72J-249 974,962.480.32<None>4,739.23J-250 974,962.480.32<None>4,738.99J-251 974,962.480.32<None>4,739.38J-252 974,962.480.32<None>4,739.14J-253 974,962.480.32<None>4,739.34J-254 964,962.480.32<None>4,739.59J-255 964,962.480.32<None>4,739.78J-256 964,962.480.32<None>4,739.54J-257 964,962.480.32<None>4,740.01J-258 964,962.480.32<None>4,740.10J-259 964,962.480.32<None>4,740.69J-260 964,962.480.32<None>4,740.63J-261 954,962.480.32<None>4,742.29J-262 954,962.480.32<None>4,742.65J-263 954,962.480.32<None>4,743.17J-264 954,962.480.32<None>4,743.87J-265 944,962.480.32<None>4,744.24J-266 954,962.480.32<None>4,742.25J-267 954,962.480.32<None>4,742.76J-268 954,962.480.32<None>4,741.79J-269 954,962.480.32<None>4,742.15J-270 964,962.480.32<None>4,741.36J-271 964,962.480.32<None>4,740.85J-272 964,962.480.32<None>4,740.45J-273 964,962.480.32<None>4,740.97J-274 964,962.480.32<None>4,740.72J-275 964,962.480.32<None>4,740.10J-276 964,962.480.32<None>4,739.71J-277 964,962.480.32<None>4,740.31J-278 Page 35 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 964,962.480.32<None>4,739.72J-279 974,962.480.32<None>4,738.79J-280 974,962.480.32<None>4,739.10J-281 974,962.480.32<None>4,738.14J-282 974,962.480.32<None>4,738.66J-283 974,962.480.32<None>4,737.45J-284 974,962.480.32<None>4,737.95J-285 984,962.480.32<None>4,735.57J-286 984,962.480.32<None>4,735.87J-287 984,962.480.32<None>4,736.52J-288 984,962.480.32<None>4,736.57J-289 984,962.480.32<None>4,736.44J-290 984,962.480.32<None>4,736.62J-291 984,962.480.32<None>4,735.65J-292 984,962.480.32<None>4,735.38J-293 984,962.480.32<None>4,736.44J-294 984,962.480.32<None>4,735.98J-295 984,962.480.32<None>4,735.59J-296 984,962.480.32<None>4,735.64J-297 984,962.480.32<None>4,735.71J-298 974,962.480.32<None>4,737.16J-299 974,962.480.32<None>4,737.34J-300 974,962.480.32<None>4,737.74J-301 974,962.480.32<None>4,738.54J-302 974,962.480.32<None>4,739.27J-303 994,962.480.32<None>4,734.58J-304 984,962.470.32<None>4,734.92J-305 984,962.470.32<None>4,735.63J-306 984,962.480.32<None>4,735.05J-307 984,962.480.32<None>4,734.82J-308 984,962.470.32<None>4,735.63J-309 984,962.470.32<None>4,735.46J-310 994,962.480.32<None>4,734.47J-311 994,962.480.32<None>4,733.83J-312 984,962.470.32<None>4,735.02J-313 984,962.470.32<None>4,734.96J-314 994,962.480.32<None>4,733.47J-315 1004,962.480.32<None>4,732.14J-316 994,962.470.32<None>4,733.23J-317 994,962.470.32<None>4,734.42J-318 994,962.480.32<None>4,734.02J-319 994,962.470.32<None>4,734.31J-320 994,962.480.32<None>4,733.28J-321 994,962.480.32<None>4,732.87J-322 994,962.470.32<None>4,734.21J-323 Page 36 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 994,962.470.32<None>4,734.03J-324 994,962.480.32<None>4,733.39J-325 994,962.480.32<None>4,733.06J-326 994,962.470.32<None>4,734.26J-327 994,962.470.32<None>4,734.66J-328 994,962.480.32<None>4,733.94J-329 984,962.480.32<None>4,734.96J-330 984,962.470.32<None>4,735.74J-331 984,962.470.32<None>4,736.29J-332 984,962.480.32<None>4,735.56J-333 984,962.480.32<None>4,736.35J-334 984,962.470.32<None>4,736.93J-335 974,962.470.32<None>4,737.77J-336 974,962.480.32<None>4,737.34J-337 974,962.470.32<None>4,738.47J-338 994,962.470.32<None>4,733.78J-339 994,962.470.32<None>4,733.42J-340 994,962.470.32<None>4,733.00J-341 994,962.470.32<None>4,733.88J-342 994,962.470.32<None>4,732.57J-343 1004,962.470.32<None>4,732.13J-344 1004,962.470.32<None>4,731.05J-345 1004,962.470.32<None>4,732.47J-346 1094,962.480.14<None>4,709.93J-347 1004,962.470.32<None>4,731.10J-348 1004,962.470.32<None>4,731.89J-349 994,962.470.32<None>4,732.67J-350 994,962.470.32<None>4,732.67J-351 994,962.470.32<None>4,732.94J-352 994,962.470.32<None>4,733.81J-353 994,962.470.32<None>4,734.70J-354 984,962.470.32<None>4,735.65J-355 984,962.470.32<None>4,736.65J-356 1004,962.480.32<None>4,730.29J-357 1014,962.470.32<None>4,730.08J-358 1014,962.470.32<None>4,729.69J-359 1014,962.480.32<None>4,729.55J-360 1014,962.480.32<None>4,728.91J-361 1014,962.470.32<None>4,729.24J-362 1014,962.480.32<None>4,728.58J-363 1014,962.480.32<None>4,728.10J-364 1014,962.470.32<None>4,728.10J-365 1024,962.480.32<None>4,727.62J-366 1024,962.480.32<None>4,727.25J-367 1014,962.480.32<None>4,728.02J-368 Page 37 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1014,962.480.32<None>4,728.67J-369 1014,962.480.32<None>4,728.66J-370 1014,962.480.32<None>4,728.27J-371 1014,962.480.32<None>4,728.19J-372 1024,962.480.32<None>4,727.82J-373 1024,962.480.32<None>4,727.77J-374 1024,962.480.32<None>4,727.45J-375 1024,962.480.32<None>4,727.60J-376 1024,962.480.32<None>4,726.99J-377 1024,962.480.32<None>4,726.66J-378 1024,962.480.32<None>4,726.34J-379 1024,962.480.32<None>4,726.11J-380 1024,962.480.32<None>4,726.28J-381 1024,962.480.32<None>4,725.76J-382 1034,962.480.32<None>4,725.37J-383 1034,962.480.32<None>4,725.27J-384 1034,962.480.32<None>4,725.46J-385 1034,962.480.32<None>4,725.33J-386 1034,962.480.32<None>4,724.18J-387 1034,962.480.32<None>4,724.10J-388 1034,962.480.32<None>4,724.45J-389 1034,962.480.32<None>4,725.01J-390 1024,962.480.32<None>4,726.03J-391 1024,962.480.32<None>4,726.61J-392 1024,962.480.32<None>4,726.11J-393 1024,962.480.32<None>4,727.06J-394 1024,962.480.32<None>4,727.25J-395 1024,962.480.32<None>4,726.28J-396 1024,962.480.32<None>4,726.59J-397 1024,962.480.32<None>4,727.42J-398 994,962.480.32<None>4,734.71J-399 984,962.480.32<None>4,735.13J-400 984,962.480.32<None>4,735.38J-401 984,962.480.32<None>4,736.04J-402 984,962.480.32<None>4,736.50J-403 984,962.480.32<None>4,736.92J-404 994,962.480.32<None>4,734.73J-405 984,962.480.32<None>4,735.26J-406 994,962.480.32<None>4,734.33J-407 984,962.480.32<None>4,734.89J-408 994,962.480.32<None>4,733.93J-409 994,962.480.32<None>4,734.45J-410 994,962.480.32<None>4,733.51J-411 994,962.480.32<None>4,734.01J-412 994,962.480.32<None>4,733.10J-413 Page 38 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 994,962.480.32<None>4,733.58J-414 994,962.480.32<None>4,732.68J-415 994,962.480.32<None>4,733.16J-416 Page 39 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Hydrant Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) ZoneElevation (ft) Hydrant Status Label 1034,962.48<None>4,725.14ClosedH-1 1034,962.48<None>4,723.99ClosedH-4 1024,962.48<None>4,727.06ClosedH-5 1014,962.48<None>4,728.81ClosedH-7 1054,962.48<None>4,720.72ClosedH-8 1044,962.48<None>4,721.75ClosedH-9 1044,962.48<None>4,721.29ClosedH-10 1044,962.48<None>4,721.93ClosedH-11 1054,962.48<None>4,719.87ClosedH-12 1074,962.48<None>4,715.52ClosedH-13 1064,962.48<None>4,716.87ClosedH-14 1074,962.48<None>4,716.08ClosedH-15 1064,962.48<None>4,717.44ClosedH-16 1054,962.48<None>4,720.69ClosedH-17 1084,962.48<None>4,713.17ClosedH-18 1084,962.48<None>4,712.77ClosedH-19 1084,962.48<None>4,712.41ClosedH-20 1064,962.48<None>4,717.21ClosedH-21 1064,962.48<None>4,717.23ClosedH-22 1094,962.49<None>4,711.02ClosedH-23 1094,962.48<None>4,710.98ClosedH-24 1104,962.48<None>4,708.75ClosedH-25 1094,962.49<None>4,709.94ClosedH-26 1024,962.49<None>4,727.29ClosedH-30 1044,962.49<None>4,722.95ClosedH-31 1074,962.49<None>4,714.24ClosedH-32 1094,962.49<None>4,711.36ClosedH-33 1084,962.49<None>4,713.90ClosedH-34 Page 40 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 2.35368.65130.0Ductile Iron8.0PMP-1R-127P-11 2.35368.65130.0Ductile Iron8.0J-10PMP-124P-12 0.1591.09130.0Ductile Iron16.0J-5J-28233P-7 0.1591.09130.0Ductile Iron16.0J-6J-583P-8 0.1591.08130.0Ductile Iron16.0J-7J-6334P-9 0.0852.74130.0Ductile Iron16.0J-8J-732P-10 0.0852.74130.0Ductile Iron16.0J-9J-8615P-11 0.0852.73130.0Ductile Iron16.0J-10J-994P-12 0.000.00130.0Ductile Iron16.0J-11J-10361P-13 0.000.00130.0Ductile Iron16.0J-12J-1065P-14 0.0252.72130.0Ductile Iron36.0J-13J-10378P-15 0.0252.71130.0Ductile Iron36.0J-14J-13548P-16 0.0124.52130.0Ductile Iron36.0J-15J-14481P-17 0.000.01130.0Ductile Iron36.0J-16J-1545P-18 0.023.21130.0Ductile Iron8.0J-18J-17206P-20 0.011.11130.0Ductile Iron8.0J-19J-1878P-21 0.000.46130.0Ductile Iron8.0J-20J-1939P-22 0.00-0.18130.0Ductile Iron8.0J-21J-2037P-23 0.01-0.82130.0Ductile Iron8.0J-22J-2139P-24 0.01-1.47130.0Ductile Iron8.0J-23J-2238P-25 0.01-2.11130.0Ductile Iron8.0J-24J-2337P-26 0.02-2.76130.0Ductile Iron8.0J-25J-2439P-27 0.02-3.40130.0Ductile Iron8.0J-26J-2538P-28 0.03-4.04130.0Ductile Iron8.0J-27J-2637P-29 Page 41 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.03-4.69130.0Ductile Iron8.0J-28J-2738P-30 0.03-5.33130.0Ductile Iron8.0J-29J-2836P-31 0.04-5.65130.0Ductile Iron8.0J-30J-2945P-32 0.10-15.58130.0Ductile Iron8.0J-31J-30112P-33 0.023.57130.0Ductile Iron8.0J-32J-3093P-35 0.022.93130.0Ductile Iron8.0J-33J-3228P-36 0.012.28130.0Ductile Iron8.0J-34J-3331P-37 0.011.64130.0Ductile Iron8.0J-35J-3430P-38 0.010.99130.0Ductile Iron8.0J-36J-3532P-39 0.000.35130.0Ductile Iron8.0J-37J-3631P-40 0.00-0.29130.0Ductile Iron8.0J-38J-3761P-41 0.01-0.94130.0Ductile Iron8.0J-39J-3832P-42 0.01-1.58130.0Ductile Iron8.0J-40J-3931P-43 0.01-2.23130.0Ductile Iron8.0J-41J-4030P-44 0.02-2.87130.0Ductile Iron8.0J-42J-4132P-45 0.02-3.51130.0Ductile Iron8.0J-43J-4231P-46 0.03-4.16130.0Ductile Iron8.0J-44J-4330P-47 0.03-4.80130.0Ductile Iron8.0J-45J-4437P-48 0.03-5.45130.0Ductile Iron8.0J-46J-4546P-49 0.04-6.28130.0Ductile Iron8.0J-47J-46109P-50 0.04-5.87130.0Ductile Iron8.0J-48J-4675P-52 0.04-6.19130.0Ductile Iron8.0J-49J-4842P-53 0.04-6.51130.0Ductile Iron8.0J-50J-4928P-54 0.000.65130.0Ductile Iron8.0J-51J-5047P-55 Page 42 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.000.33130.0Ductile Iron8.0J-52J-5151P-56 0.05-7.48130.0Ductile Iron8.0J-53J-5048P-57 0.05-8.13130.0Ductile Iron8.0J-54J-5338P-58 0.06-8.77130.0Ductile Iron8.0J-55J-5469P-59 0.06-9.41130.0Ductile Iron8.0J-56J-5538P-60 0.06-10.06130.0Ductile Iron8.0J-57J-5638P-61 0.07-10.70130.0Ductile Iron8.0J-58J-5742P-62 0.07-11.35130.0Ductile Iron8.0J-59J-5846P-63 0.07-11.67130.0Ductile Iron8.0J-60J-5926P-64 0.08-11.99130.0Ductile Iron8.0J-61J-6016P-65 0.08-12.31130.0Ductile Iron8.0J-62J-6130P-66 0.08-12.96130.0Ductile Iron8.0J-63J-6245P-67 0.09-13.60130.0Ductile Iron8.0J-64J-6373P-68 0.24-38.35130.0Ductile Iron8.0J-7J-64167P-69 0.012.10130.0Ductile Iron8.0J-65J-18132P-70 0.010.90130.0Ductile Iron8.0J-66J-6587P-71 0.000.58130.0Ductile Iron8.0J-67J-6650P-72 0.000.25130.0Ductile Iron8.0J-68J-6746P-73 0.00-0.07130.0Ductile Iron8.0J-69J-6847P-74 0.00-0.39130.0Ductile Iron8.0J-70J-6927P-75 0.00-0.39130.0Ductile Iron8.0J-71J-7023P-76 0.00-0.72130.0Ductile Iron8.0J-72J-7144P-77 0.01-1.04130.0Ductile Iron8.0J-73J-7248P-78 0.01-1.36130.0Ductile Iron8.0J-74J-7352P-79 Page 43 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-1.68130.0Ductile Iron8.0J-75J-7459P-80 0.04-6.35130.0Ductile Iron8.0J-30J-75134P-81 0.000.38130.0Ductile Iron8.0J-76J-7570P-82 0.000.06130.0Ductile Iron8.0J-77J-7651P-83 0.00-0.26130.0Ductile Iron8.0J-78J-7746P-84 0.00-0.58130.0Ductile Iron8.0J-79J-7847P-85 0.01-0.91130.0Ductile Iron8.0J-80J-7946P-86 0.01-1.23130.0Ductile Iron8.0J-81J-8054P-87 0.01-1.23130.0Ductile Iron8.0J-82J-8125P-88 0.01-1.55130.0Ductile Iron8.0J-83J-8245P-89 0.01-1.87130.0Ductile Iron8.0J-84J-8345P-90 0.01-2.20130.0Ductile Iron8.0J-85J-8449P-91 0.02-2.52130.0Ductile Iron8.0J-86J-8549P-92 0.02-2.84130.0Ductile Iron8.0J-87J-8679P-93 0.04-6.70130.0Ductile Iron8.0J-46J-87124P-94 0.011.20130.0Ductile Iron8.0J-88J-6515P-95 0.011.20130.0Ductile Iron8.0J-89J-88180P-96 0.034.18130.0Ductile Iron8.0J-90J-8989P-97 0.023.53130.0Ductile Iron8.0J-91J-9047P-98 0.022.89130.0Ductile Iron8.0J-92J-9146P-99 0.012.24130.0Ductile Iron8.0J-93J-9247P-100 0.011.60130.0Ductile Iron8.0J-94J-9347P-101 0.010.96130.0Ductile Iron8.0J-95J-9447P-102 0.000.31130.0Ductile Iron8.0J-96J-9548P-103 Page 44 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.00-0.33130.0Ductile Iron8.0J-97J-9655P-104 0.01-0.98130.0Ductile Iron8.0J-98J-9756P-105 0.03-4.29130.0Ductile Iron8.0J-99J-98168P-106 0.03-4.29130.0Ductile Iron8.0J-75J-9927P-107 0.012.14130.0Ductile Iron8.0J-100J-9870P-108 0.011.50130.0Ductile Iron8.0J-101J-10050P-109 0.010.85130.0Ductile Iron8.0J-102J-10147P-110 0.000.21130.0Ductile Iron8.0J-103J-10246P-111 0.00-0.44130.0Ductile Iron8.0J-104J-10347P-112 0.01-1.08130.0Ductile Iron8.0J-105J-10453P-113 0.01-1.08130.0Ductile Iron8.0J-106J-10523P-114 0.01-1.72130.0Ductile Iron8.0J-107J-10649P-115 0.02-2.37130.0Ductile Iron8.0J-108J-10745P-116 0.02-3.01130.0Ductile Iron8.0J-109J-10847P-117 0.02-3.66130.0Ductile Iron8.0J-110J-10947P-118 0.03-3.98130.0Ductile Iron8.0J-111J-11081P-119 0.02-3.86130.0Ductile Iron8.0J-87J-111195P-120 0.02-2.98130.0Ductile Iron8.0J-112J-89195P-121 0.022.41130.0Ductile Iron8.0J-112J-113194P-122 0.045.82130.0Ductile Iron8.0J-114J-112117P-123 0.023.24130.0Ductile Iron8.0J-115J-114132P-124 0.010.99130.0Ductile Iron8.0J-116J-115132P-125 0.01-1.59130.0Ductile Iron8.0J-117J-11623P-126 0.01-1.59130.0Ductile Iron8.0J-118J-11777P-127 Page 45 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-1.17130.0Ductile Iron8.0J-98J-118195P-128 0.00-0.56130.0Ductile Iron8.0J-120J-119104P-130 0.02-2.81130.0Ductile Iron8.0J-121J-120132P-131 0.03-4.74130.0Ductile Iron8.0J-122J-12190P-132 0.000.12130.0Ductile Iron8.0J-111J-122195P-133 0.16-24.74130.0Ductile Iron8.0J-123J-12253P-134 0.16-24.75130.0Ductile Iron8.0J-64J-12386P-135 0.02-2.41130.0Ductile Iron8.0J-124J-11310P-136 0.02-2.42130.0Ductile Iron8.0J-125J-12434P-137 0.02-3.06130.0Ductile Iron8.0J-126J-12551P-138 0.02-3.70130.0Ductile Iron8.0J-127J-12645P-139 0.03-4.35130.0Ductile Iron8.0J-128J-12737P-140 0.03-4.67130.0Ductile Iron8.0J-129J-12846P-141 0.03-5.31130.0Ductile Iron8.0J-130J-12932P-142 0.04-5.64130.0Ductile Iron8.0J-131J-13034P-143 0.04-5.96130.0Ductile Iron8.0J-132J-13178P-144 0.04-6.28130.0Ductile Iron8.0J-133J-13298P-145 0.046.39130.0Ductile Iron8.0J-134J-133310P-146 0.046.39130.0Ductile Iron8.0J-112J-13416P-147 0.0811.84130.0Ductile Iron8.0J-135J-133106P-148 0.0710.23130.0Ductile Iron8.0J-136J-13512P-149 0.034.35130.0Ductile Iron8.0J-137J-136120P-150 0.022.74130.0Ductile Iron8.0J-138J-13720P-151 0.022.74130.0Ductile Iron8.0J-139J-138100P-152 Page 46 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-1.05130.0Ductile Iron8.0J-140J-13912P-153 0.02-2.66130.0Ductile Iron8.0J-141J-140111P-154 0.011.93130.0Ductile Iron8.0J-118J-141326P-155 0.1116.52130.0Ductile Iron8.0J-142J-14131P-156 0.1116.51130.0Ductile Iron8.0J-143J-14280P-157 0.1014.90130.0Ductile Iron8.0J-144J-14399P-158 0.0711.04130.0Ductile Iron8.0J-145J-14433P-159 0.069.43130.0Ductile Iron8.0J-146J-145121P-160 0.01-2.16130.0Ductile Iron8.0J-147J-14622P-161 0.02-3.77130.0Ductile Iron8.0J-148J-14722P-162 0.02-3.78130.0Ductile Iron8.0J-149J-14899P-163 0.03-5.39130.0Ductile Iron8.0J-150J-149101P-164 0.06-9.65130.0Ductile Iron8.0J-151J-150215P-165 0.13-19.88130.0Ductile Iron8.0J-122J-151111P-166 0.0710.23130.0Ductile Iron8.0J-152J-15165P-167 0.069.91130.0Ductile Iron8.0J-153J-15231P-168 0.069.58130.0Ductile Iron8.0J-154J-15333P-169 0.010.97130.0Ductile Iron8.0J-155J-15430P-170 0.000.64130.0Ductile Iron8.0J-156J-15531P-171 0.000.32130.0Ductile Iron8.0J-157J-15636P-172 0.058.30130.0Ductile Iron8.0J-158J-15433P-173 0.057.65130.0Ductile Iron8.0J-159J-15834P-174 0.047.01130.0Ductile Iron8.0J-160J-15931P-175 0.046.36130.0Ductile Iron8.0J-161J-16031P-176 Page 47 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.045.72130.0Ductile Iron8.0J-162J-16131P-177 0.035.08130.0Ductile Iron8.0J-163J-16232P-178 0.034.43130.0Ductile Iron8.0J-164J-16323P-179 0.03-4.27130.0Ductile Iron8.0J-150J-164129P-180 0.068.70130.0Ductile Iron8.0J-165J-16423P-181 0.0711.59130.0Ductile Iron8.0J-166J-14619P-182 0.023.86130.0Ductile Iron8.0J-167J-14419P-183 0.023.86130.0Ductile Iron8.0J-169J-16840P-184 0.13-21.10130.0Ductile Iron8.0J-168J-14186P-185 0.16-24.97130.0Ductile Iron8.0J-170J-168146P-186 0.18-28.19130.0Ductile Iron8.0J-171J-170105P-187 0.18-28.19130.0Ductile Iron8.0J-14J-17152P-188 0.023.22130.0Ductile Iron8.0J-172J-17041P-189 0.16-24.51130.0Ductile Iron8.0J-173J-13325P-190 0.16-24.51130.0Ductile Iron8.0J-174J-173317P-191 0.16-24.52130.0Ductile Iron8.0J-15J-17442P-192 0.045.88130.0Ductile Iron8.0J-175J-13645P-193 0.035.24130.0Ductile Iron8.0J-176J-17531P-194 0.034.59130.0Ductile Iron8.0J-177J-17631P-195 0.033.95130.0Ductile Iron8.0J-178J-17728P-196 0.023.30130.0Ductile Iron8.0J-179J-17868P-197 0.010.97130.0Ductile Iron8.0J-180J-17926P-198 0.000.65130.0Ductile Iron8.0J-181J-18030P-199 0.000.33130.0Ductile Iron8.0J-182J-18129P-200 Page 48 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.012.01130.0Ductile Iron8.0J-183J-17941P-201 0.011.69130.0Ductile Iron8.0J-184J-18338P-202 0.011.37130.0Ductile Iron8.0J-185J-18431P-203 0.011.05130.0Ductile Iron8.0J-186J-18530P-204 0.000.72130.0Ductile Iron8.0J-187J-18632P-205 0.000.40130.0Ductile Iron8.0J-188J-18741P-206 0.000.08130.0Ductile Iron8.0J-189J-18826P-207 0.023.78130.0Ductile Iron8.0J-190J-13942P-208 0.023.14130.0Ductile Iron8.0J-191J-19034P-209 0.022.50130.0Ductile Iron8.0J-192J-19131P-210 0.011.85130.0Ductile Iron8.0J-193J-19231P-211 0.011.21130.0Ductile Iron8.0J-189J-19366P-212 0.010.97130.0Ductile Iron8.0J-194J-18925P-213 0.000.64130.0Ductile Iron8.0J-195J-19432P-214 0.000.32130.0Ductile Iron8.0J-196J-19527P-215 0.000.00130.0Ductile Iron6.0H-1J-1713P-216 0.000.00130.0Ductile Iron6.0J-31H-48P-219 0.000.00130.0Ductile Iron6.0J-47H-513P-220 0.000.00130.0Ductile Iron6.0J-52H-717P-222 0.000.00130.0Ductile Iron6.0J-88H-814P-223 0.000.00130.0Ductile Iron6.0J-70H-912P-224 0.000.00130.0Ductile Iron6.0J-99H-1020P-225 0.000.00130.0Ductile Iron6.0J-81H-1119P-226 0.000.00130.0Ductile Iron6.0J-105H-1219P-227 Page 49 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.000.00130.0Ductile Iron6.0J-124H-1315P-228 0.000.00130.0Ductile Iron6.0J-134H-1419P-229 0.000.00130.0Ductile Iron6.0J-117H-1516P-230 0.000.00130.0Ductile Iron6.0J-119H-1616P-231 0.000.00130.0Ductile Iron6.0J-123H-1714P-232 0.000.00130.0Ductile Iron6.0J-173H-1815P-233 0.000.00130.0Ductile Iron6.0J-138H-1925P-234 0.000.00130.0Ductile Iron6.0J-142H-2020P-235 0.000.00130.0Ductile Iron6.0J-148H-2121P-236 0.000.00130.0Ductile Iron6.0J-165H-225P-237 0.000.00130.0Ductile Iron6.0H-23J-17436P-238 0.000.00130.0Ductile Iron6.0J-182H-2410P-239 0.000.00130.0Ductile Iron6.0J-196H-2511P-240 0.000.00130.0Ductile Iron6.0H-26J-17126P-241 0.000.00130.0Ductile Iron6.0J-6H-3014P-245 0.000.00130.0Ductile Iron6.0J-8H-3133P-246 0.000.00130.0Ductile Iron6.0J-9H-32110P-247 0.000.00130.0Ductile Iron6.0J-11H-3317P-248 0.000.00130.0Ductile Iron6.0J-13H-3418P-249 0.021.61130.0Ductile Iron6.0J-201J-11499P-250 0.021.61130.0Ductile Iron6.0J-202J-11599P-251 0.021.61130.0Ductile Iron6.0J-203J-11699P-252 0.021.61130.0Ductile Iron6.0J-204J-12099P-253 0.021.61130.0Ductile Iron6.0J-205J-12199P-254 Page 50 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.021.61130.0Ductile Iron6.0J-206J-135121P-255 0.021.61130.0Ductile Iron6.0J-207J-137121P-256 0.021.61130.0Ductile Iron6.0J-208J-140121P-257 0.021.61130.0Ductile Iron6.0J-209J-143121P-258 0.021.61130.0Ductile Iron6.0J-210J-145121P-259 0.021.61130.0Ductile Iron6.0J-211J-147121P-260 0.021.61130.0Ductile Iron6.0J-212J-149121P-261 0.130.32135.0Copper1.0J-213J-1921P-262 0.130.32135.0Copper1.0J-214J-199P-263 0.130.32135.0Copper1.0J-215J-209P-264 0.130.32135.0Copper1.0J-216J-2021P-265 0.130.32135.0Copper1.0J-217J-2121P-266 0.130.32135.0Copper1.0J-218J-219P-267 0.130.32135.0Copper1.0J-219J-229P-268 0.130.32135.0Copper1.0J-220J-2221P-269 0.130.32135.0Copper1.0J-221J-2320P-270 0.130.32135.0Copper1.0J-222J-2310P-271 0.130.32135.0Copper1.0J-223J-2410P-272 0.130.32135.0Copper1.0J-224J-2420P-273 0.130.32135.0Copper1.0J-225J-2520P-274 0.130.32135.0Copper1.0J-226J-2510P-275 0.130.32135.0Copper1.0J-227J-269P-276 0.130.32135.0Copper1.0J-228J-2621P-277 0.130.32135.0Copper1.0J-229J-279P-278 0.130.32135.0Copper1.0J-230J-2721P-279 0.130.32135.0Copper1.0J-231J-2821P-280 0.130.32135.0Copper1.0J-232J-289P-281 0.130.32135.0Copper1.0J-233J-2920P-282 0.130.32135.0Copper1.0J-234J-329P-283 0.130.32135.0Copper1.0J-235J-3221P-284 0.130.32135.0Copper1.0J-236J-3321P-285 0.130.32135.0Copper1.0J-237J-339P-286 0.130.32135.0Copper1.0J-238J-349P-287 0.130.32135.0Copper1.0J-239J-3421P-288 0.130.32135.0Copper1.0J-240J-359P-289 0.130.32135.0Copper1.0J-241J-3521P-290 0.130.32135.0Copper1.0J-242J-3621P-291 0.130.32135.0Copper1.0J-243J-369P-292 0.130.32135.0Copper1.0J-244J-379P-293 Page 51 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.130.32135.0Copper1.0J-245J-3721P-294 0.130.32135.0Copper1.0J-246J-3820P-295 0.130.32135.0Copper1.0J-247J-3810P-296 0.130.32135.0Copper1.0J-248J-3910P-297 0.130.32135.0Copper1.0J-249J-3920P-298 0.130.32135.0Copper1.0J-250J-4020P-299 0.130.32135.0Copper1.0J-251J-4010P-300 0.130.32135.0Copper1.0J-252J-4120P-301 0.130.32135.0Copper1.0J-253J-4110P-302 0.130.32135.0Copper1.0J-254J-4210P-303 0.130.32135.0Copper1.0J-255J-4220P-304 0.130.32135.0Copper1.0J-256J-4320P-305 0.130.32135.0Copper1.0J-257J-4310P-306 0.130.32135.0Copper1.0J-258J-4410P-307 0.130.32135.0Copper1.0J-259J-4420P-308 0.130.32135.0Copper1.0J-260J-4520P-309 0.130.32135.0Copper1.0J-261J-4510P-310 0.130.32135.0Copper1.0J-262J-4821P-311 0.130.32135.0Copper1.0J-263J-4921P-312 0.130.32135.0Copper1.0J-264J-5021P-313 0.130.32135.0Copper1.0J-265J-5121P-314 0.130.32135.0Copper1.0J-266J-5221P-315 0.130.32135.0Copper1.0J-267J-5310P-316 0.130.32135.0Copper1.0J-268J-5320P-317 0.130.32135.0Copper1.0J-269J-5410P-318 0.130.32135.0Copper1.0J-270J-5420P-319 0.130.32135.0Copper1.0J-271J-5520P-320 0.130.32135.0Copper1.0J-272J-5510P-321 0.130.32135.0Copper1.0J-273J-5610P-322 0.130.32135.0Copper1.0J-274J-5620P-323 0.130.32135.0Copper1.0J-275J-5720P-324 0.130.32135.0Copper1.0J-276J-5710P-325 0.130.32135.0Copper1.0J-277J-5810P-326 0.130.32135.0Copper1.0J-278J-5820P-327 0.130.32135.0Copper1.0J-279J-5920P-328 0.130.32135.0Copper1.0J-280J-6010P-329 0.130.32135.0Copper1.0J-281J-6120P-330 0.130.32135.0Copper1.0J-282J-6210P-331 0.130.32135.0Copper1.0J-283J-6221P-332 0.130.32135.0Copper1.0J-284J-6310P-333 0.130.32135.0Copper1.0J-285J-6321P-334 0.130.32135.0Copper1.0J-286J-6629P-335 0.130.32135.0Copper1.0J-287J-6729P-336 0.130.32135.0Copper1.0J-288J-6829P-337 0.130.32135.0Copper1.0J-289J-6929P-338 Page 52 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.130.32135.0Copper1.0J-290J-7129P-339 0.130.32135.0Copper1.0J-291J-7229P-340 0.130.32135.0Copper1.0J-292J-7329P-341 0.130.32135.0Copper1.0J-293J-7429P-342 0.130.32135.0Copper1.0J-294J-7629P-343 0.130.32135.0Copper1.0J-295J-7729P-344 0.130.32135.0Copper1.0J-296J-7829P-345 0.130.32135.0Copper1.0J-297J-7929P-346 0.130.32135.0Copper1.0J-298J-8029P-347 0.130.32135.0Copper1.0J-299J-8229P-348 0.130.32135.0Copper1.0J-300J-8329P-349 0.130.32135.0Copper1.0J-301J-8429P-350 0.130.32135.0Copper1.0J-302J-8529P-351 0.130.32135.0Copper1.0J-303J-8629P-352 0.130.32135.0Copper1.0J-304J-9029P-353 0.130.32135.0Copper1.0J-305J-9051P-354 0.130.32135.0Copper1.0J-306J-9151P-355 0.130.32135.0Copper1.0J-307J-9129P-356 0.130.32135.0Copper1.0J-308J-9229P-357 0.130.32135.0Copper1.0J-309J-9251P-358 0.130.32135.0Copper1.0J-310J-9351P-359 0.130.32135.0Copper1.0J-311J-9329P-360 0.130.32135.0Copper1.0J-312J-9429P-361 0.130.32135.0Copper1.0J-313J-9451P-362 0.130.32135.0Copper1.0J-314J-9551P-363 0.130.32135.0Copper1.0J-315J-9529P-364 0.130.32135.0Copper1.0J-316J-9629P-365 0.130.32135.0Copper1.0J-317J-9651P-366 0.130.32135.0Copper1.0J-318J-9751P-367 0.130.32135.0Copper1.0J-319J-9729P-368 0.130.32135.0Copper1.0J-320J-10051P-369 0.130.32135.0Copper1.0J-321J-10029P-370 0.130.32135.0Copper1.0J-322J-10129P-371 0.130.32135.0Copper1.0J-323J-10151P-372 0.130.32135.0Copper1.0J-324J-10251P-373 0.130.32135.0Copper1.0J-325J-10229P-374 0.130.32135.0Copper1.0J-326J-10329P-375 0.130.32135.0Copper1.0J-327J-10351P-376 0.130.32135.0Copper1.0J-328J-10451P-377 0.130.32135.0Copper1.0J-329J-10429P-378 0.130.32135.0Copper1.0J-330J-10629P-379 0.130.32135.0Copper1.0J-331J-10651P-380 0.130.32135.0Copper1.0J-332J-10751P-381 0.130.32135.0Copper1.0J-333J-10729P-382 0.130.32135.0Copper1.0J-334J-10829P-383 Page 53 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.130.32135.0Copper1.0J-335J-10851P-384 0.130.32135.0Copper1.0J-336J-10951P-385 0.130.32135.0Copper1.0J-337J-10929P-386 0.130.32135.0Copper1.0J-338J-11051P-387 0.130.32135.0Copper1.0J-339J-11459P-388 0.130.32135.0Copper1.0J-340J-11483P-389 0.130.32135.0Copper1.0J-342J-11455P-391 0.130.32135.0Copper1.0J-341J-11554P-392 0.130.32135.0Copper1.0J-343J-11558P-393 0.130.32135.0Copper1.0J-344J-11677P-394 0.130.32135.0Copper1.0J-345J-11652P-395 0.130.32135.0Copper1.0J-346J-11666P-396 0.011.52130.0Ductile Iron8.0J-347J-118144P-129(1) 0.000.09130.0Ductile Iron8.0J-119J-347138P-129(2) 0.130.32135.0Copper1.0J-348J-34788P-397 0.130.32135.0Copper1.0J-349J-34756P-398 0.130.32135.0Copper1.0J-350J-34756P-399 0.130.32135.0Copper1.0J-351J-34787P-400 0.130.32135.0Copper1.0J-352J-11955P-401 0.130.32135.0Copper1.0J-353J-11976P-402 0.130.32135.0Copper1.0J-354J-12051P-403 0.130.32135.0Copper1.0J-355J-12069P-404 0.130.32135.0Copper1.0J-356J-12163P-405 0.130.32135.0Copper1.0J-357J-12529P-406 0.130.32135.0Copper1.0J-358J-12551P-407 0.130.32135.0Copper1.0J-359J-12651P-408 0.130.32135.0Copper1.0J-360J-12629P-409 0.130.32135.0Copper1.0J-361J-12729P-410 0.130.32135.0Copper1.0J-362J-12751P-411 0.130.32135.0Copper1.0J-363J-12829P-412 0.130.32135.0Copper1.0J-364J-12930P-413 0.130.32135.0Copper1.0J-365J-12950P-414 0.130.32135.0Copper1.0J-366J-13031P-415 0.130.32135.0Copper1.0J-367J-13135P-416 0.130.32135.0Copper1.0J-368J-13244P-417 0.130.32135.0Copper1.0J-369J-17510P-418 0.130.32135.0Copper1.0J-370J-17520P-419 0.130.32135.0Copper1.0J-371J-17620P-420 0.130.32135.0Copper1.0J-372J-17610P-421 0.130.32135.0Copper1.0J-373J-17710P-422 0.130.32135.0Copper1.0J-374J-17720P-423 0.130.32135.0Copper1.0J-375J-17820P-424 0.130.32135.0Copper1.0J-376J-17810P-425 Page 54 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Maximum Daily Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.130.32135.0Copper1.0J-377J-17910P-426 0.130.32135.0Copper1.0J-378J-18010P-427 0.130.32135.0Copper1.0J-379J-18110P-428 0.130.32135.0Copper1.0J-380J-18210P-429 0.130.32135.0Copper1.0J-381J-18324P-430 0.130.32135.0Copper1.0J-382J-18424P-431 0.130.32135.0Copper1.0J-383J-18524P-432 0.130.32135.0Copper1.0J-384J-18624P-433 0.130.32135.0Copper1.0J-385J-18724P-434 0.130.32135.0Copper1.0J-386J-18824P-435 0.130.32135.0Copper1.0J-387J-19620P-436 0.130.32135.0Copper1.0J-388J-19521P-437 0.130.32135.0Copper1.0J-389J-19421P-438 0.130.32135.0Copper1.0J-390J-18921P-439 0.130.32135.0Copper1.0J-391J-19321P-440 0.130.32135.0Copper1.0J-392J-1939P-441 0.130.32135.0Copper1.0J-393J-19221P-442 0.130.32135.0Copper1.0J-394J-1929P-443 0.130.32135.0Copper1.0J-395J-1919P-444 0.130.32135.0Copper1.0J-396J-19121P-445 0.130.32135.0Copper1.0J-397J-19021P-446 0.130.32135.0Copper1.0J-398J-1909P-447 0.130.32135.0Copper1.0J-399J-15219P-448 0.130.32135.0Copper1.0J-400J-15319P-449 0.130.32135.0Copper1.0J-401J-15419P-450 0.130.32135.0Copper1.0J-402J-15519P-451 0.130.32135.0Copper1.0J-403J-15619P-452 0.130.32135.0Copper1.0J-404J-15720P-453 0.130.32135.0Copper1.0J-405J-1589P-454 0.130.32135.0Copper1.0J-406J-15820P-455 0.130.32135.0Copper1.0J-407J-1599P-456 0.130.32135.0Copper1.0J-408J-15920P-457 0.130.32135.0Copper1.0J-409J-1609P-458 0.130.32135.0Copper1.0J-410J-16020P-459 0.130.32135.0Copper1.0J-411J-1619P-460 0.130.32135.0Copper1.0J-412J-16120P-461 0.130.32135.0Copper1.0J-413J-1629P-462 0.130.32135.0Copper1.0J-414J-16220P-463 0.130.32135.0Copper1.0J-415J-16310P-464 0.130.32135.0Copper1.0J-416J-16320P-465 Page 55 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Fire Flow Fire Flow Report - Time: 0.00 hours Is Fire Flow Run Balanced? Junction w/ Minimum Pressure (System) Pressure (Calculate d Residual) (psi) Pressure (Residua l Lower Limit) (psi) Fire Flow (Available) (gpm) Fire Flow (Needed) (gpm) Satisfies Fire Flow Constraints ? Fire Flow Iterations Label TrueJ-1252503,499.990.00True3H-1 TrueJ-1252903,499.990.00True3H-4 TrueJ-1472603,499.990.00True3H-5 TrueJ-2662203,281.520.00True6H-7 TrueJ-1252803,499.990.00True3H-8 TrueJ-2892503,499.990.00True3H-9 TrueJ-1252603,499.990.00True3H-10 TrueJ-2992103,499.990.00True3H-11 TrueJ-3312203,499.990.00True3H-12 TrueJ-3572403,499.990.00True3H-13 TrueJ-1252703,499.990.00True3H-14 TrueJ-1252703,499.990.00True3H-15 TrueJ-3532403,499.990.00True3H-16 TrueJ-1252803,499.990.00True3H-17 TrueJ-1393003,499.990.00True3H-18 TrueJ-1252403,499.990.00True3H-19 TrueJ-1252903,499.990.00True3H-20 TrueJ-2112003,499.990.00True4H-21 TrueJ-1652503,441.350.00True5H-22 TrueJ-1392603,499.990.00True3H-23 TrueJ-3802303,392.570.00True6H-24 TrueJ-3872303,413.790.00True22H-25 TrueJ-1392903,499.990.00True3H-26 TrueJ-1392903,499.990.00True3H-30 TrueJ-1392403,499.990.00True3H-31 TrueJ-1392003,135.640.00True4H-32 TrueJ-1393203,499.990.00True3H-33 TrueJ-1393203,499.990.00True3H-34 Page 56 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Reservoir Table - Time: 0.00 hours Hydraulic Grade (ft) Flow (Out net) (gpm) ZoneElevation (ft) Label 4,738.53480.63<None>4,738.53R-1 Pump Table - Time: 0.00 hours Pump Head (ft) Flow (Total) (gpm) Hydraulic Grade (Discharge) (ft) Hydraulic Grade (Suction) (ft) Status (Initial) Pump Definition Elevation (ft) Label 224.73480.634,963.134,738.40On Pump Definition - Oak 4,738.53PMP-1 Page 57 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1044,961.110.00<None>4,721.41J-5 1044,961.110.00<None>4,720.52J-6 1064,961.110.00<None>4,716.81J-7 1064,961.110.00<None>4,716.46J-8 1104,961.100.00<None>4,707.57J-9 1094,961.100.00<None>4,708.79J-10 1114,961.100.00<None>4,704.95J-11 1094,961.100.00<None>4,710.09J-12 1094,961.100.00<None>4,708.13J-13 1114,961.100.00<None>4,704.77J-14 1114,961.100.00<None>4,704.90J-15 1114,961.100.00<None>4,704.98J-16 1054,961.090.00<None>4,718.49J-17 1064,961.090.00<None>4,715.91J-18 1064,961.090.00<None>4,716.03J-19 1064,961.090.00<None>4,715.85J-20 1064,961.090.00<None>4,715.74J-21 1064,961.090.00<None>4,715.69J-22 1064,961.090.00<None>4,716.16J-23 1064,961.090.00<None>4,716.25J-24 1064,961.090.00<None>4,716.21J-25 1064,961.090.00<None>4,716.37J-26 1064,961.090.00<None>4,716.12J-27 1074,961.090.00<None>4,714.86J-28 1064,961.090.00<None>4,716.04J-29 1064,961.090.00<None>4,716.56J-30 1064,961.090.00<None>4,717.15J-31 1064,961.090.00<None>4,716.18J-32 1064,961.090.00<None>4,716.27J-33 1064,961.090.00<None>4,716.18J-34 1064,961.090.00<None>4,716.05J-35 1064,961.090.00<None>4,715.94J-36 1064,961.090.00<None>4,715.80J-37 1064,961.090.00<None>4,715.83J-38 1064,961.090.00<None>4,716.67J-39 1064,961.090.00<None>4,717.07J-40 1064,961.090.00<None>4,717.21J-41 1054,961.090.00<None>4,717.43J-42 1054,961.090.00<None>4,717.62J-43 1054,961.090.00<None>4,718.00J-44 1054,961.090.00<None>4,718.65J-45 1054,961.090.00<None>4,719.49J-46 1044,961.090.00<None>4,720.35J-47 1044,961.090.00<None>4,719.90J-48 1044,961.090.00<None>4,720.48J-49 Page 58 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1044,961.090.00<None>4,720.95J-50 1044,961.090.00<None>4,721.64J-51 1034,961.090.00<None>4,722.00J-52 1044,961.090.00<None>4,720.41J-53 1044,961.090.00<None>4,719.91J-54 1054,961.090.00<None>4,719.01J-55 1054,961.090.00<None>4,718.61J-56 1054,961.090.00<None>4,718.29J-57 1054,961.090.00<None>4,717.90J-58 1054,961.090.00<None>4,717.33J-59 1064,961.090.00<None>4,716.97J-60 1064,961.090.00<None>4,716.73J-61 1064,961.090.00<None>4,716.30J-62 1064,961.090.00<None>4,715.61J-63 1074,961.100.00<None>4,714.55J-64 1074,961.090.00<None>4,713.84J-65 1074,961.090.00<None>4,713.92J-66 1074,961.090.00<None>4,714.04J-67 1074,961.090.00<None>4,714.63J-68 1074,961.090.00<None>4,714.85J-69 1074,961.090.00<None>4,714.86J-70 1074,961.090.00<None>4,714.77J-71 1064,961.090.00<None>4,714.96J-72 1074,961.090.00<None>4,714.18J-73 1074,961.090.00<None>4,713.80J-74 1074,961.090.00<None>4,714.79J-75 1074,961.090.00<None>4,714.89J-76 1074,961.090.00<None>4,714.51J-77 1074,961.090.00<None>4,714.16J-78 1074,961.090.00<None>4,714.00J-79 1074,961.090.00<None>4,714.13J-80 1064,961.090.00<None>4,715.10J-81 1064,961.090.00<None>4,715.41J-82 1064,961.090.00<None>4,715.65J-83 1064,961.090.00<None>4,716.01J-84 1064,961.090.00<None>4,716.74J-85 1054,961.090.00<None>4,717.39J-86 1054,961.090.00<None>4,718.06J-87 1074,961.090.00<None>4,713.68J-88 1084,961.090.00<None>4,711.70J-89 1074,961.090.00<None>4,712.72J-90 1074,961.090.00<None>4,713.19J-91 1074,961.090.00<None>4,713.13J-92 1074,961.090.00<None>4,712.83J-93 1084,961.090.00<None>4,712.30J-94 Page 59 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1084,961.090.00<None>4,711.90J-95 1084,961.090.00<None>4,710.47J-96 1084,961.090.00<None>4,712.29J-97 1084,961.090.00<None>4,711.92J-98 1074,961.090.00<None>4,714.51J-99 1084,961.090.00<None>4,711.76J-100 1084,961.090.00<None>4,711.21J-101 1084,961.090.00<None>4,711.75J-102 1084,961.090.00<None>4,711.40J-103 1084,961.090.00<None>4,712.23J-104 1074,961.090.00<None>4,713.12J-105 1074,961.090.00<None>4,713.25J-106 1074,961.090.00<None>4,713.84J-107 1074,961.090.00<None>4,714.56J-108 1064,961.090.00<None>4,715.48J-109 1064,961.090.00<None>4,716.08J-110 1064,961.090.00<None>4,715.66J-111 1094,961.090.00<None>4,710.08J-112 1094,961.090.00<None>4,708.51J-113 1084,961.090.00<None>4,711.18J-114 1094,961.090.00<None>4,710.15J-115 1094,961.090.00<None>4,708.65J-116 1094,961.090.00<None>4,709.27J-117 1094,961.090.00<None>4,709.20J-118 1084,961.090.00<None>4,710.56J-119 1084,961.090.00<None>4,712.37J-120 1074,961.090.00<None>4,714.14J-121 1074,961.090.00<None>4,713.46J-122 1074,961.090.00<None>4,713.85J-123 1094,961.090.00<None>4,708.36J-124 1104,961.090.00<None>4,707.95J-125 1104,961.090.00<None>4,707.43J-126 1104,961.090.00<None>4,706.89J-127 1104,961.090.00<None>4,706.47J-128 1104,961.090.00<None>4,706.05J-129 1114,961.090.00<None>4,705.69J-130 1114,961.090.00<None>4,705.26J-131 1114,961.090.00<None>4,705.41J-132 1104,961.090.00<None>4,706.60J-133 1094,961.090.00<None>4,709.90J-134 1104,961.090.00<None>4,707.17J-135 1104,961.090.00<None>4,707.19J-136 1104,961.090.00<None>4,706.30J-137 1104,961.090.00<None>4,706.06J-138 1104,961.090.00<None>4,705.73J-139 Page 60 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1114,961.090.00<None>4,704.99J-140 1114,961.090.00<None>4,705.08J-141 1114,961.090.00<None>4,705.48J-142 1104,961.090.00<None>4,706.50J-143 1104,961.090.00<None>4,706.76J-144 1104,961.090.00<None>4,707.42J-145 1094,961.090.00<None>4,709.67J-146 1094,961.090.00<None>4,710.09J-147 1084,961.090.00<None>4,710.48J-148 1084,961.090.00<None>4,710.44J-149 1094,961.090.00<None>4,709.79J-150 1084,961.090.00<None>4,712.34J-151 1084,961.090.00<None>4,712.47J-152 1074,961.090.00<None>4,712.77J-153 1074,961.090.00<None>4,713.17J-154 1074,961.090.00<None>4,713.74J-155 1074,961.090.00<None>4,714.36J-156 1074,961.090.00<None>4,714.77J-157 1074,961.090.00<None>4,712.84J-158 1084,961.090.00<None>4,712.49J-159 1084,961.090.00<None>4,712.11J-160 1084,961.090.00<None>4,711.67J-161 1084,961.090.00<None>4,711.26J-162 1084,961.090.00<None>4,710.84J-163 1084,961.090.00<None>4,710.55J-164 994,961.0911.34<None>4,732.29J-165 994,961.0915.12<None>4,731.51J-166 1014,961.095.04<None>4,728.64J-167 1114,961.090.00<None>4,704.37J-168 1014,961.095.04<None>4,727.50J-169 1114,961.100.00<None>4,703.86J-170 1124,961.100.00<None>4,702.86J-171 1024,961.104.20<None>4,725.84J-172 1104,961.090.00<None>4,706.40J-173 1114,961.100.00<None>4,703.83J-174 1104,961.090.00<None>4,706.61J-175 1104,961.090.00<None>4,706.10J-176 1104,961.090.00<None>4,705.71J-177 1114,961.090.00<None>4,705.54J-178 1114,961.090.00<None>4,704.92J-179 1114,961.090.00<None>4,704.56J-180 1114,961.090.00<None>4,704.21J-181 1114,961.090.00<None>4,704.01J-182 1114,961.090.00<None>4,704.63J-183 1114,961.090.00<None>4,704.03J-184 Page 61 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1114,961.090.00<None>4,703.71J-185 1114,961.090.00<None>4,703.58J-186 1114,961.090.00<None>4,703.70J-187 1114,961.090.00<None>4,703.71J-188 1114,961.090.00<None>4,703.39J-189 1114,961.090.00<None>4,705.36J-190 1114,961.090.00<None>4,705.19J-191 1114,961.090.00<None>4,705.12J-192 1114,961.090.00<None>4,704.63J-193 1124,961.090.00<None>4,702.78J-194 1124,961.090.00<None>4,702.11J-195 1124,961.090.00<None>4,701.93J-196 994,961.092.10<None>4,732.02J-201 1004,961.092.10<None>4,730.90J-202 1004,961.092.10<None>4,729.29J-203 984,961.092.10<None>4,733.92J-204 984,961.092.10<None>4,734.90J-205 1004,961.092.10<None>4,730.75J-206 1004,961.092.10<None>4,729.66J-207 1014,961.092.10<None>4,728.02J-208 1004,961.092.10<None>4,729.63J-209 1004,961.092.10<None>4,730.41J-210 994,961.092.10<None>4,733.34J-211 984,961.092.10<None>4,733.78J-212 964,961.090.42<None>4,738.28J-213 974,961.090.42<None>4,737.89J-214 974,961.090.42<None>4,737.69J-215 964,961.090.42<None>4,738.09J-216 974,961.090.42<None>4,738.00J-217 974,961.090.42<None>4,737.60J-218 974,961.090.42<None>4,737.58J-219 974,961.090.42<None>4,737.90J-220 964,961.090.42<None>4,738.31J-221 964,961.090.42<None>4,738.06J-222 964,961.090.42<None>4,738.16J-223 964,961.090.42<None>4,738.46J-224 964,961.090.42<None>4,738.43J-225 964,961.090.42<None>4,738.13J-226 964,961.090.42<None>4,738.23J-227 964,961.090.42<None>4,738.68J-228 974,961.090.42<None>4,737.87J-229 964,961.090.42<None>4,738.55J-230 974,961.090.42<None>4,737.08J-231 974,961.090.42<None>4,736.84J-232 974,961.090.42<None>4,738.00J-233 Page 62 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 964,961.090.42<None>4,738.09J-234 964,961.090.42<None>4,738.39J-235 964,961.090.42<None>4,738.42J-236 964,961.090.42<None>4,738.20J-237 964,961.090.42<None>4,738.11J-238 964,961.090.42<None>4,738.30J-239 974,961.090.42<None>4,737.95J-240 964,961.090.42<None>4,738.21J-241 964,961.090.42<None>4,738.15J-242 974,961.090.42<None>4,737.86J-243 974,961.090.42<None>4,737.71J-244 964,961.090.42<None>4,738.05J-245 974,961.090.42<None>4,737.97J-246 974,961.090.42<None>4,737.90J-247 964,961.090.42<None>4,738.67J-248 964,961.090.42<None>4,738.72J-249 964,961.090.42<None>4,739.23J-250 964,961.090.42<None>4,738.99J-251 964,961.090.42<None>4,739.38J-252 964,961.090.42<None>4,739.14J-253 964,961.090.42<None>4,739.34J-254 964,961.090.42<None>4,739.59J-255 964,961.090.42<None>4,739.78J-256 964,961.090.42<None>4,739.54J-257 964,961.090.42<None>4,740.01J-258 964,961.090.42<None>4,740.10J-259 954,961.090.42<None>4,740.69J-260 954,961.090.42<None>4,740.63J-261 954,961.090.42<None>4,742.29J-262 954,961.090.42<None>4,742.65J-263 944,961.090.42<None>4,743.17J-264 944,961.090.42<None>4,743.87J-265 944,961.090.42<None>4,744.24J-266 954,961.090.42<None>4,742.25J-267 944,961.090.42<None>4,742.76J-268 954,961.090.42<None>4,741.79J-269 954,961.090.42<None>4,742.15J-270 954,961.090.42<None>4,741.36J-271 954,961.090.42<None>4,740.85J-272 954,961.090.42<None>4,740.45J-273 954,961.090.42<None>4,740.97J-274 954,961.090.42<None>4,740.72J-275 964,961.090.42<None>4,740.10J-276 964,961.090.42<None>4,739.71J-277 964,961.090.42<None>4,740.31J-278 Page 63 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 964,961.090.42<None>4,739.72J-279 964,961.090.42<None>4,738.79J-280 964,961.090.42<None>4,739.10J-281 964,961.090.42<None>4,738.14J-282 964,961.090.42<None>4,738.66J-283 974,961.090.42<None>4,737.45J-284 974,961.090.42<None>4,737.95J-285 984,961.080.42<None>4,735.57J-286 974,961.080.42<None>4,735.87J-287 974,961.080.42<None>4,736.52J-288 974,961.080.42<None>4,736.57J-289 974,961.080.42<None>4,736.44J-290 974,961.080.42<None>4,736.62J-291 984,961.080.42<None>4,735.65J-292 984,961.080.42<None>4,735.38J-293 974,961.080.42<None>4,736.44J-294 974,961.080.42<None>4,735.98J-295 984,961.080.42<None>4,735.59J-296 984,961.080.42<None>4,735.64J-297 984,961.080.42<None>4,735.71J-298 974,961.080.42<None>4,737.16J-299 974,961.080.42<None>4,737.34J-300 974,961.080.42<None>4,737.74J-301 964,961.080.42<None>4,738.54J-302 964,961.080.42<None>4,739.27J-303 984,961.080.42<None>4,734.58J-304 984,961.080.42<None>4,734.92J-305 984,961.080.42<None>4,735.63J-306 984,961.080.42<None>4,735.05J-307 984,961.080.42<None>4,734.82J-308 984,961.080.42<None>4,735.63J-309 984,961.080.42<None>4,735.46J-310 984,961.080.42<None>4,734.47J-311 984,961.080.42<None>4,733.83J-312 984,961.080.42<None>4,735.02J-313 984,961.080.42<None>4,734.96J-314 984,961.080.42<None>4,733.47J-315 994,961.080.42<None>4,732.14J-316 994,961.080.42<None>4,733.23J-317 984,961.080.42<None>4,734.42J-318 984,961.080.42<None>4,734.02J-319 984,961.080.42<None>4,734.31J-320 994,961.080.42<None>4,733.28J-321 994,961.080.42<None>4,732.87J-322 984,961.080.42<None>4,734.21J-323 Page 64 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 984,961.080.42<None>4,734.03J-324 994,961.080.42<None>4,733.39J-325 994,961.080.42<None>4,733.06J-326 984,961.080.42<None>4,734.26J-327 984,961.080.42<None>4,734.66J-328 984,961.080.42<None>4,733.94J-329 984,961.080.42<None>4,734.96J-330 974,961.080.42<None>4,735.74J-331 974,961.080.42<None>4,736.29J-332 984,961.080.42<None>4,735.56J-333 974,961.080.42<None>4,736.35J-334 974,961.080.42<None>4,736.93J-335 974,961.080.42<None>4,737.77J-336 974,961.080.42<None>4,737.34J-337 964,961.080.42<None>4,738.47J-338 984,961.080.42<None>4,733.78J-339 984,961.070.42<None>4,733.42J-340 994,961.080.42<None>4,733.00J-341 984,961.080.42<None>4,733.88J-342 994,961.080.42<None>4,732.57J-343 994,961.070.42<None>4,732.13J-344 1004,961.080.42<None>4,731.05J-345 994,961.080.42<None>4,732.47J-346 1094,961.090.14<None>4,709.93J-347 994,961.070.42<None>4,731.10J-348 994,961.080.42<None>4,731.89J-349 994,961.080.42<None>4,732.67J-350 994,961.070.42<None>4,732.67J-351 994,961.080.42<None>4,732.94J-352 984,961.070.42<None>4,733.81J-353 984,961.080.42<None>4,734.70J-354 984,961.070.42<None>4,735.65J-355 974,961.080.42<None>4,736.65J-356 1004,961.080.42<None>4,730.29J-357 1004,961.080.42<None>4,730.08J-358 1004,961.080.42<None>4,729.69J-359 1004,961.080.42<None>4,729.55J-360 1004,961.080.42<None>4,728.91J-361 1004,961.080.42<None>4,729.24J-362 1014,961.080.42<None>4,728.58J-363 1014,961.080.42<None>4,728.10J-364 1014,961.080.42<None>4,728.10J-365 1014,961.080.42<None>4,727.62J-366 1014,961.080.42<None>4,727.25J-367 1014,961.080.42<None>4,728.02J-368 Page 65 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 1014,961.090.42<None>4,728.67J-369 1014,961.090.42<None>4,728.66J-370 1014,961.090.42<None>4,728.27J-371 1014,961.090.42<None>4,728.19J-372 1014,961.090.42<None>4,727.82J-373 1014,961.090.42<None>4,727.77J-374 1014,961.090.42<None>4,727.45J-375 1014,961.090.42<None>4,727.60J-376 1014,961.090.42<None>4,726.99J-377 1014,961.090.42<None>4,726.66J-378 1024,961.090.42<None>4,726.34J-379 1024,961.090.42<None>4,726.11J-380 1024,961.080.42<None>4,726.28J-381 1024,961.080.42<None>4,725.76J-382 1024,961.080.42<None>4,725.37J-383 1024,961.080.42<None>4,725.27J-384 1024,961.080.42<None>4,725.46J-385 1024,961.080.42<None>4,725.33J-386 1024,961.090.42<None>4,724.18J-387 1034,961.090.42<None>4,724.10J-388 1024,961.090.42<None>4,724.45J-389 1024,961.090.42<None>4,725.01J-390 1024,961.090.42<None>4,726.03J-391 1014,961.090.42<None>4,726.61J-392 1024,961.090.42<None>4,726.11J-393 1014,961.090.42<None>4,727.06J-394 1014,961.090.42<None>4,727.25J-395 1024,961.090.42<None>4,726.28J-396 1014,961.090.42<None>4,726.59J-397 1014,961.090.42<None>4,727.42J-398 984,961.080.42<None>4,734.71J-399 984,961.080.42<None>4,735.13J-400 984,961.080.42<None>4,735.38J-401 974,961.080.42<None>4,736.04J-402 974,961.080.42<None>4,736.50J-403 974,961.080.42<None>4,736.92J-404 984,961.090.42<None>4,734.73J-405 984,961.080.42<None>4,735.26J-406 984,961.090.42<None>4,734.33J-407 984,961.080.42<None>4,734.89J-408 984,961.090.42<None>4,733.93J-409 984,961.080.42<None>4,734.45J-410 984,961.090.42<None>4,733.51J-411 984,961.080.42<None>4,734.01J-412 994,961.090.42<None>4,733.10J-413 Page 66 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Junction Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) ZoneElevation (ft) Label 984,961.080.42<None>4,733.58J-414 994,961.090.42<None>4,732.68J-415 994,961.080.42<None>4,733.16J-416 Page 67 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Hydrant Table - Time: 0.00 hours Pressure (psi) Hydraulic Grade (ft) ZoneElevation (ft) Hydrant Status Label 1024,961.09<None>4,725.14ClosedH-1 1034,961.09<None>4,723.99ClosedH-4 1014,961.09<None>4,727.06ClosedH-5 1004,961.09<None>4,728.81ClosedH-7 1044,961.09<None>4,720.72ClosedH-8 1044,961.09<None>4,721.75ClosedH-9 1044,961.09<None>4,721.29ClosedH-10 1034,961.09<None>4,721.93ClosedH-11 1044,961.09<None>4,719.87ClosedH-12 1064,961.09<None>4,715.52ClosedH-13 1064,961.09<None>4,716.87ClosedH-14 1064,961.09<None>4,716.08ClosedH-15 1054,961.09<None>4,717.44ClosedH-16 1044,961.09<None>4,720.69ClosedH-17 1074,961.09<None>4,713.17ClosedH-18 1074,961.09<None>4,712.77ClosedH-19 1084,961.09<None>4,712.41ClosedH-20 1064,961.09<None>4,717.21ClosedH-21 1064,961.09<None>4,717.23ClosedH-22 1084,961.10<None>4,711.02ClosedH-23 1084,961.09<None>4,710.98ClosedH-24 1094,961.09<None>4,708.75ClosedH-25 1094,961.10<None>4,709.94ClosedH-26 1014,961.11<None>4,727.29ClosedH-30 1034,961.11<None>4,722.95ClosedH-31 1074,961.10<None>4,714.24ClosedH-32 1084,961.10<None>4,711.36ClosedH-33 1074,961.10<None>4,713.90ClosedH-34 Page 68 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 3.07480.63130.0Ductile Iron8.0PMP-1R-127P-11 3.07480.63130.0Ductile Iron8.0J-10PMP-124P-12 0.19118.73130.0Ductile Iron16.0J-5J-28233P-7 0.19118.73130.0Ductile Iron16.0J-6J-583P-8 0.19118.73130.0Ductile Iron16.0J-7J-6334P-9 0.1168.73130.0Ductile Iron16.0J-8J-732P-10 0.1168.73130.0Ductile Iron16.0J-9J-8615P-11 0.1168.73130.0Ductile Iron16.0J-10J-994P-12 0.000.00130.0Ductile Iron16.0J-11J-10361P-13 0.000.00130.0Ductile Iron16.0J-12J-1065P-14 0.0268.72130.0Ductile Iron36.0J-13J-10378P-15 0.0268.72130.0Ductile Iron36.0J-14J-13548P-16 0.0131.97130.0Ductile Iron36.0J-15J-14481P-17 0.000.00130.0Ductile Iron36.0J-16J-1545P-18 0.034.15130.0Ductile Iron8.0J-18J-17206P-20 0.011.45130.0Ductile Iron8.0J-19J-1878P-21 0.000.61130.0Ductile Iron8.0J-20J-1939P-22 0.00-0.23130.0Ductile Iron8.0J-21J-2037P-23 0.01-1.07130.0Ductile Iron8.0J-22J-2139P-24 0.01-1.91130.0Ductile Iron8.0J-23J-2238P-25 0.02-2.75130.0Ductile Iron8.0J-24J-2337P-26 0.02-3.59130.0Ductile Iron8.0J-25J-2439P-27 0.03-4.43130.0Ductile Iron8.0J-26J-2538P-28 0.03-5.27130.0Ductile Iron8.0J-27J-2637P-29 Page 69 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.04-6.11130.0Ductile Iron8.0J-28J-2738P-30 0.04-6.95130.0Ductile Iron8.0J-29J-2836P-31 0.05-7.37130.0Ductile Iron8.0J-30J-2945P-32 0.13-20.30130.0Ductile Iron8.0J-31J-30112P-33 0.034.66130.0Ductile Iron8.0J-32J-3093P-35 0.023.82130.0Ductile Iron8.0J-33J-3228P-36 0.022.98130.0Ductile Iron8.0J-34J-3331P-37 0.012.14130.0Ductile Iron8.0J-35J-3430P-38 0.011.30130.0Ductile Iron8.0J-36J-3532P-39 0.000.46130.0Ductile Iron8.0J-37J-3631P-40 0.00-0.38130.0Ductile Iron8.0J-38J-3761P-41 0.01-1.22130.0Ductile Iron8.0J-39J-3832P-42 0.01-2.06130.0Ductile Iron8.0J-40J-3931P-43 0.02-2.90130.0Ductile Iron8.0J-41J-4030P-44 0.02-3.74130.0Ductile Iron8.0J-42J-4132P-45 0.03-4.58130.0Ductile Iron8.0J-43J-4231P-46 0.03-5.42130.0Ductile Iron8.0J-44J-4330P-47 0.04-6.26130.0Ductile Iron8.0J-45J-4437P-48 0.05-7.10130.0Ductile Iron8.0J-46J-4546P-49 0.05-8.18130.0Ductile Iron8.0J-47J-46109P-50 0.05-7.65130.0Ductile Iron8.0J-48J-4675P-52 0.05-8.07130.0Ductile Iron8.0J-49J-4842P-53 0.05-8.49130.0Ductile Iron8.0J-50J-4928P-54 0.010.84130.0Ductile Iron8.0J-51J-5047P-55 Page 70 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.000.42130.0Ductile Iron8.0J-52J-5151P-56 0.06-9.75130.0Ductile Iron8.0J-53J-5048P-57 0.07-10.59130.0Ductile Iron8.0J-54J-5338P-58 0.07-11.43130.0Ductile Iron8.0J-55J-5469P-59 0.08-12.27130.0Ductile Iron8.0J-56J-5538P-60 0.08-13.11130.0Ductile Iron8.0J-57J-5638P-61 0.09-13.95130.0Ductile Iron8.0J-58J-5742P-62 0.09-14.79130.0Ductile Iron8.0J-59J-5846P-63 0.10-15.21130.0Ductile Iron8.0J-60J-5926P-64 0.10-15.63130.0Ductile Iron8.0J-61J-6016P-65 0.10-16.05130.0Ductile Iron8.0J-62J-6130P-66 0.11-16.89130.0Ductile Iron8.0J-63J-6245P-67 0.11-17.73130.0Ductile Iron8.0J-64J-6373P-68 0.32-50.00130.0Ductile Iron8.0J-7J-64167P-69 0.022.71130.0Ductile Iron8.0J-65J-18132P-70 0.011.16130.0Ductile Iron8.0J-66J-6587P-71 0.000.74130.0Ductile Iron8.0J-67J-6650P-72 0.000.32130.0Ductile Iron8.0J-68J-6746P-73 0.00-0.10130.0Ductile Iron8.0J-69J-6847P-74 0.00-0.52130.0Ductile Iron8.0J-70J-6927P-75 0.00-0.52130.0Ductile Iron8.0J-71J-7023P-76 0.01-0.94130.0Ductile Iron8.0J-72J-7144P-77 0.01-1.36130.0Ductile Iron8.0J-73J-7248P-78 0.01-1.78130.0Ductile Iron8.0J-74J-7352P-79 Page 71 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-2.20130.0Ductile Iron8.0J-75J-7459P-80 0.05-8.27130.0Ductile Iron8.0J-30J-75134P-81 0.000.50130.0Ductile Iron8.0J-76J-7570P-82 0.000.08130.0Ductile Iron8.0J-77J-7651P-83 0.00-0.34130.0Ductile Iron8.0J-78J-7746P-84 0.00-0.76130.0Ductile Iron8.0J-79J-7847P-85 0.01-1.18130.0Ductile Iron8.0J-80J-7946P-86 0.01-1.60130.0Ductile Iron8.0J-81J-8054P-87 0.01-1.60130.0Ductile Iron8.0J-82J-8125P-88 0.01-2.02130.0Ductile Iron8.0J-83J-8245P-89 0.02-2.44130.0Ductile Iron8.0J-84J-8345P-90 0.02-2.86130.0Ductile Iron8.0J-85J-8449P-91 0.02-3.28130.0Ductile Iron8.0J-86J-8549P-92 0.02-3.70130.0Ductile Iron8.0J-87J-8679P-93 0.06-8.73130.0Ductile Iron8.0J-46J-87124P-94 0.011.54130.0Ductile Iron8.0J-88J-6515P-95 0.011.54130.0Ductile Iron8.0J-89J-88180P-96 0.035.44130.0Ductile Iron8.0J-90J-8989P-97 0.034.60130.0Ductile Iron8.0J-91J-9047P-98 0.023.76130.0Ductile Iron8.0J-92J-9146P-99 0.022.92130.0Ductile Iron8.0J-93J-9247P-100 0.012.08130.0Ductile Iron8.0J-94J-9347P-101 0.011.24130.0Ductile Iron8.0J-95J-9447P-102 0.000.40130.0Ductile Iron8.0J-96J-9548P-103 Page 72 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.00-0.44130.0Ductile Iron8.0J-97J-9655P-104 0.01-1.28130.0Ductile Iron8.0J-98J-9756P-105 0.04-5.58130.0Ductile Iron8.0J-99J-98168P-106 0.04-5.58130.0Ductile Iron8.0J-75J-9927P-107 0.022.79130.0Ductile Iron8.0J-100J-9870P-108 0.011.95130.0Ductile Iron8.0J-101J-10050P-109 0.011.11130.0Ductile Iron8.0J-102J-10147P-110 0.000.27130.0Ductile Iron8.0J-103J-10246P-111 0.00-0.57130.0Ductile Iron8.0J-104J-10347P-112 0.01-1.41130.0Ductile Iron8.0J-105J-10453P-113 0.01-1.41130.0Ductile Iron8.0J-106J-10523P-114 0.01-2.25130.0Ductile Iron8.0J-107J-10649P-115 0.02-3.09130.0Ductile Iron8.0J-108J-10745P-116 0.03-3.93130.0Ductile Iron8.0J-109J-10847P-117 0.03-4.77130.0Ductile Iron8.0J-110J-10947P-118 0.03-5.19130.0Ductile Iron8.0J-111J-11081P-119 0.03-5.02130.0Ductile Iron8.0J-87J-111195P-120 0.02-3.90130.0Ductile Iron8.0J-112J-89195P-121 0.023.15130.0Ductile Iron8.0J-112J-113194P-122 0.057.58130.0Ductile Iron8.0J-114J-112117P-123 0.034.22130.0Ductile Iron8.0J-115J-114132P-124 0.011.28130.0Ductile Iron8.0J-116J-115132P-125 0.01-2.08130.0Ductile Iron8.0J-117J-11623P-126 0.01-2.08130.0Ductile Iron8.0J-118J-11777P-127 Page 73 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-1.51130.0Ductile Iron8.0J-98J-118195P-128 0.00-0.71130.0Ductile Iron8.0J-120J-119104P-130 0.02-3.65130.0Ductile Iron8.0J-121J-120132P-131 0.04-6.17130.0Ductile Iron8.0J-122J-12190P-132 0.000.16130.0Ductile Iron8.0J-111J-122195P-133 0.21-32.26130.0Ductile Iron8.0J-123J-12253P-134 0.21-32.26130.0Ductile Iron8.0J-64J-12386P-135 0.02-3.15130.0Ductile Iron8.0J-124J-11310P-136 0.02-3.15130.0Ductile Iron8.0J-125J-12434P-137 0.03-3.99130.0Ductile Iron8.0J-126J-12551P-138 0.03-4.83130.0Ductile Iron8.0J-127J-12645P-139 0.04-5.67130.0Ductile Iron8.0J-128J-12737P-140 0.04-6.09130.0Ductile Iron8.0J-129J-12846P-141 0.04-6.93130.0Ductile Iron8.0J-130J-12932P-142 0.05-7.35130.0Ductile Iron8.0J-131J-13034P-143 0.05-7.77130.0Ductile Iron8.0J-132J-13178P-144 0.05-8.19130.0Ductile Iron8.0J-133J-13298P-145 0.058.33130.0Ductile Iron8.0J-134J-133310P-146 0.058.33130.0Ductile Iron8.0J-112J-13416P-147 0.1015.44130.0Ductile Iron8.0J-135J-133106P-148 0.0913.34130.0Ductile Iron8.0J-136J-13512P-149 0.045.67130.0Ductile Iron8.0J-137J-136120P-150 0.023.57130.0Ductile Iron8.0J-138J-13720P-151 0.023.57130.0Ductile Iron8.0J-139J-138100P-152 Page 74 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.01-1.36130.0Ductile Iron8.0J-140J-13912P-153 0.02-3.46130.0Ductile Iron8.0J-141J-140111P-154 0.022.52130.0Ductile Iron8.0J-118J-141326P-155 0.1421.54130.0Ductile Iron8.0J-142J-14131P-156 0.1421.54130.0Ductile Iron8.0J-143J-14280P-157 0.1219.44130.0Ductile Iron8.0J-144J-14399P-158 0.0914.40130.0Ductile Iron8.0J-145J-14433P-159 0.0812.30130.0Ductile Iron8.0J-146J-145121P-160 0.02-2.82130.0Ductile Iron8.0J-147J-14622P-161 0.03-4.92130.0Ductile Iron8.0J-148J-14722P-162 0.03-4.92130.0Ductile Iron8.0J-149J-14899P-163 0.04-7.02130.0Ductile Iron8.0J-150J-149101P-164 0.08-12.59130.0Ductile Iron8.0J-151J-150215P-165 0.17-25.92130.0Ductile Iron8.0J-122J-151111P-166 0.0913.34130.0Ductile Iron8.0J-152J-15165P-167 0.0812.92130.0Ductile Iron8.0J-153J-15231P-168 0.0812.50130.0Ductile Iron8.0J-154J-15333P-169 0.011.26130.0Ductile Iron8.0J-155J-15430P-170 0.010.84130.0Ductile Iron8.0J-156J-15531P-171 0.000.42130.0Ductile Iron8.0J-157J-15636P-172 0.0710.82130.0Ductile Iron8.0J-158J-15433P-173 0.069.98130.0Ductile Iron8.0J-159J-15834P-174 0.069.14130.0Ductile Iron8.0J-160J-15931P-175 0.058.30130.0Ductile Iron8.0J-161J-16031P-176 Page 75 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.057.46130.0Ductile Iron8.0J-162J-16131P-177 0.046.62130.0Ductile Iron8.0J-163J-16232P-178 0.045.78130.0Ductile Iron8.0J-164J-16323P-179 0.04-5.56130.0Ductile Iron8.0J-150J-164129P-180 0.0711.34130.0Ductile Iron8.0J-165J-16423P-181 0.1015.12130.0Ductile Iron8.0J-166J-14619P-182 0.035.04130.0Ductile Iron8.0J-167J-14419P-183 0.035.04130.0Ductile Iron8.0J-169J-16840P-184 0.18-27.51130.0Ductile Iron8.0J-168J-14186P-185 0.21-32.55130.0Ductile Iron8.0J-170J-168146P-186 0.23-36.75130.0Ductile Iron8.0J-171J-170105P-187 0.23-36.76130.0Ductile Iron8.0J-14J-17152P-188 0.034.20130.0Ductile Iron8.0J-172J-17041P-189 0.20-31.96130.0Ductile Iron8.0J-173J-13325P-190 0.20-31.96130.0Ductile Iron8.0J-174J-173317P-191 0.20-31.96130.0Ductile Iron8.0J-15J-17442P-192 0.057.67130.0Ductile Iron8.0J-175J-13645P-193 0.046.83130.0Ductile Iron8.0J-176J-17531P-194 0.045.99130.0Ductile Iron8.0J-177J-17631P-195 0.035.15130.0Ductile Iron8.0J-178J-17728P-196 0.034.31130.0Ductile Iron8.0J-179J-17868P-197 0.011.26130.0Ductile Iron8.0J-180J-17926P-198 0.010.84130.0Ductile Iron8.0J-181J-18030P-199 0.000.42130.0Ductile Iron8.0J-182J-18129P-200 Page 76 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.022.63130.0Ductile Iron8.0J-183J-17941P-201 0.012.21130.0Ductile Iron8.0J-184J-18338P-202 0.011.79130.0Ductile Iron8.0J-185J-18431P-203 0.011.37130.0Ductile Iron8.0J-186J-18530P-204 0.010.95130.0Ductile Iron8.0J-187J-18632P-205 0.000.53130.0Ductile Iron8.0J-188J-18741P-206 0.000.11130.0Ductile Iron8.0J-189J-18826P-207 0.034.93130.0Ductile Iron8.0J-190J-13942P-208 0.034.09130.0Ductile Iron8.0J-191J-19034P-209 0.023.25130.0Ductile Iron8.0J-192J-19131P-210 0.022.41130.0Ductile Iron8.0J-193J-19231P-211 0.011.57130.0Ductile Iron8.0J-189J-19366P-212 0.011.26130.0Ductile Iron8.0J-194J-18925P-213 0.010.84130.0Ductile Iron8.0J-195J-19432P-214 0.000.42130.0Ductile Iron8.0J-196J-19527P-215 0.000.00130.0Ductile Iron6.0H-1J-1713P-216 0.000.00130.0Ductile Iron6.0J-31H-48P-219 0.000.00130.0Ductile Iron6.0J-47H-513P-220 0.000.00130.0Ductile Iron6.0J-52H-717P-222 0.000.00130.0Ductile Iron6.0J-88H-814P-223 0.000.00130.0Ductile Iron6.0J-70H-912P-224 0.000.00130.0Ductile Iron6.0J-99H-1020P-225 0.000.00130.0Ductile Iron6.0J-81H-1119P-226 0.000.00130.0Ductile Iron6.0J-105H-1219P-227 Page 77 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.000.00130.0Ductile Iron6.0J-124H-1315P-228 0.000.00130.0Ductile Iron6.0J-134H-1419P-229 0.000.00130.0Ductile Iron6.0J-117H-1516P-230 0.000.00130.0Ductile Iron6.0J-119H-1616P-231 0.000.00130.0Ductile Iron6.0J-123H-1714P-232 0.000.00130.0Ductile Iron6.0J-173H-1815P-233 0.000.00130.0Ductile Iron6.0J-138H-1925P-234 0.000.00130.0Ductile Iron6.0J-142H-2020P-235 0.000.00130.0Ductile Iron6.0J-148H-2121P-236 0.000.00130.0Ductile Iron6.0J-165H-225P-237 0.000.00130.0Ductile Iron6.0H-23J-17436P-238 0.000.00130.0Ductile Iron6.0J-182H-2410P-239 0.000.00130.0Ductile Iron6.0J-196H-2511P-240 0.000.00130.0Ductile Iron6.0H-26J-17126P-241 0.000.00130.0Ductile Iron6.0J-6H-3014P-245 0.000.00130.0Ductile Iron6.0J-8H-3133P-246 0.000.00130.0Ductile Iron6.0J-9H-32110P-247 0.000.00130.0Ductile Iron6.0J-11H-3317P-248 0.000.00130.0Ductile Iron6.0J-13H-3418P-249 0.022.10130.0Ductile Iron6.0J-201J-11499P-250 0.022.10130.0Ductile Iron6.0J-202J-11599P-251 0.022.10130.0Ductile Iron6.0J-203J-11699P-252 0.022.10130.0Ductile Iron6.0J-204J-12099P-253 0.022.10130.0Ductile Iron6.0J-205J-12199P-254 Page 78 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.022.10130.0Ductile Iron6.0J-206J-135121P-255 0.022.10130.0Ductile Iron6.0J-207J-137121P-256 0.022.10130.0Ductile Iron6.0J-208J-140121P-257 0.022.10130.0Ductile Iron6.0J-209J-143121P-258 0.022.10130.0Ductile Iron6.0J-210J-145121P-259 0.022.10130.0Ductile Iron6.0J-211J-147121P-260 0.022.10130.0Ductile Iron6.0J-212J-149121P-261 0.170.42135.0Copper1.0J-213J-1921P-262 0.170.42135.0Copper1.0J-214J-199P-263 0.170.42135.0Copper1.0J-215J-209P-264 0.170.42135.0Copper1.0J-216J-2021P-265 0.170.42135.0Copper1.0J-217J-2121P-266 0.170.42135.0Copper1.0J-218J-219P-267 0.170.42135.0Copper1.0J-219J-229P-268 0.170.42135.0Copper1.0J-220J-2221P-269 0.170.42135.0Copper1.0J-221J-2320P-270 0.170.42135.0Copper1.0J-222J-2310P-271 0.170.42135.0Copper1.0J-223J-2410P-272 0.170.42135.0Copper1.0J-224J-2420P-273 0.170.42135.0Copper1.0J-225J-2520P-274 0.170.42135.0Copper1.0J-226J-2510P-275 0.170.42135.0Copper1.0J-227J-269P-276 0.170.42135.0Copper1.0J-228J-2621P-277 0.170.42135.0Copper1.0J-229J-279P-278 0.170.42135.0Copper1.0J-230J-2721P-279 0.170.42135.0Copper1.0J-231J-2821P-280 0.170.42135.0Copper1.0J-232J-289P-281 0.170.42135.0Copper1.0J-233J-2920P-282 0.170.42135.0Copper1.0J-234J-329P-283 0.170.42135.0Copper1.0J-235J-3221P-284 0.170.42135.0Copper1.0J-236J-3321P-285 0.170.42135.0Copper1.0J-237J-339P-286 0.170.42135.0Copper1.0J-238J-349P-287 0.170.42135.0Copper1.0J-239J-3421P-288 0.170.42135.0Copper1.0J-240J-359P-289 0.170.42135.0Copper1.0J-241J-3521P-290 0.170.42135.0Copper1.0J-242J-3621P-291 0.170.42135.0Copper1.0J-243J-369P-292 0.170.42135.0Copper1.0J-244J-379P-293 Page 79 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.170.42135.0Copper1.0J-245J-3721P-294 0.170.42135.0Copper1.0J-246J-3820P-295 0.170.42135.0Copper1.0J-247J-3810P-296 0.170.42135.0Copper1.0J-248J-3910P-297 0.170.42135.0Copper1.0J-249J-3920P-298 0.170.42135.0Copper1.0J-250J-4020P-299 0.170.42135.0Copper1.0J-251J-4010P-300 0.170.42135.0Copper1.0J-252J-4120P-301 0.170.42135.0Copper1.0J-253J-4110P-302 0.170.42135.0Copper1.0J-254J-4210P-303 0.170.42135.0Copper1.0J-255J-4220P-304 0.170.42135.0Copper1.0J-256J-4320P-305 0.170.42135.0Copper1.0J-257J-4310P-306 0.170.42135.0Copper1.0J-258J-4410P-307 0.170.42135.0Copper1.0J-259J-4420P-308 0.170.42135.0Copper1.0J-260J-4520P-309 0.170.42135.0Copper1.0J-261J-4510P-310 0.170.42135.0Copper1.0J-262J-4821P-311 0.170.42135.0Copper1.0J-263J-4921P-312 0.170.42135.0Copper1.0J-264J-5021P-313 0.170.42135.0Copper1.0J-265J-5121P-314 0.170.42135.0Copper1.0J-266J-5221P-315 0.170.42135.0Copper1.0J-267J-5310P-316 0.170.42135.0Copper1.0J-268J-5320P-317 0.170.42135.0Copper1.0J-269J-5410P-318 0.170.42135.0Copper1.0J-270J-5420P-319 0.170.42135.0Copper1.0J-271J-5520P-320 0.170.42135.0Copper1.0J-272J-5510P-321 0.170.42135.0Copper1.0J-273J-5610P-322 0.170.42135.0Copper1.0J-274J-5620P-323 0.170.42135.0Copper1.0J-275J-5720P-324 0.170.42135.0Copper1.0J-276J-5710P-325 0.170.42135.0Copper1.0J-277J-5810P-326 0.170.42135.0Copper1.0J-278J-5820P-327 0.170.42135.0Copper1.0J-279J-5920P-328 0.170.42135.0Copper1.0J-280J-6010P-329 0.170.42135.0Copper1.0J-281J-6120P-330 0.170.42135.0Copper1.0J-282J-6210P-331 0.170.42135.0Copper1.0J-283J-6221P-332 0.170.42135.0Copper1.0J-284J-6310P-333 0.170.42135.0Copper1.0J-285J-6321P-334 0.170.42135.0Copper1.0J-286J-6629P-335 0.170.42135.0Copper1.0J-287J-6729P-336 0.170.42135.0Copper1.0J-288J-6829P-337 0.170.42135.0Copper1.0J-289J-6929P-338 Page 80 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.170.42135.0Copper1.0J-290J-7129P-339 0.170.42135.0Copper1.0J-291J-7229P-340 0.170.42135.0Copper1.0J-292J-7329P-341 0.170.42135.0Copper1.0J-293J-7429P-342 0.170.42135.0Copper1.0J-294J-7629P-343 0.170.42135.0Copper1.0J-295J-7729P-344 0.170.42135.0Copper1.0J-296J-7829P-345 0.170.42135.0Copper1.0J-297J-7929P-346 0.170.42135.0Copper1.0J-298J-8029P-347 0.170.42135.0Copper1.0J-299J-8229P-348 0.170.42135.0Copper1.0J-300J-8329P-349 0.170.42135.0Copper1.0J-301J-8429P-350 0.170.42135.0Copper1.0J-302J-8529P-351 0.170.42135.0Copper1.0J-303J-8629P-352 0.170.42135.0Copper1.0J-304J-9029P-353 0.170.42135.0Copper1.0J-305J-9051P-354 0.170.42135.0Copper1.0J-306J-9151P-355 0.170.42135.0Copper1.0J-307J-9129P-356 0.170.42135.0Copper1.0J-308J-9229P-357 0.170.42135.0Copper1.0J-309J-9251P-358 0.170.42135.0Copper1.0J-310J-9351P-359 0.170.42135.0Copper1.0J-311J-9329P-360 0.170.42135.0Copper1.0J-312J-9429P-361 0.170.42135.0Copper1.0J-313J-9451P-362 0.170.42135.0Copper1.0J-314J-9551P-363 0.170.42135.0Copper1.0J-315J-9529P-364 0.170.42135.0Copper1.0J-316J-9629P-365 0.170.42135.0Copper1.0J-317J-9651P-366 0.170.42135.0Copper1.0J-318J-9751P-367 0.170.42135.0Copper1.0J-319J-9729P-368 0.170.42135.0Copper1.0J-320J-10051P-369 0.170.42135.0Copper1.0J-321J-10029P-370 0.170.42135.0Copper1.0J-322J-10129P-371 0.170.42135.0Copper1.0J-323J-10151P-372 0.170.42135.0Copper1.0J-324J-10251P-373 0.170.42135.0Copper1.0J-325J-10229P-374 0.170.42135.0Copper1.0J-326J-10329P-375 0.170.42135.0Copper1.0J-327J-10351P-376 0.170.42135.0Copper1.0J-328J-10451P-377 0.170.42135.0Copper1.0J-329J-10429P-378 0.170.42135.0Copper1.0J-330J-10629P-379 0.170.42135.0Copper1.0J-331J-10651P-380 0.170.42135.0Copper1.0J-332J-10751P-381 0.170.42135.0Copper1.0J-333J-10729P-382 0.170.42135.0Copper1.0J-334J-10829P-383 Page 81 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.170.42135.0Copper1.0J-335J-10851P-384 0.170.42135.0Copper1.0J-336J-10951P-385 0.170.42135.0Copper1.0J-337J-10929P-386 0.170.42135.0Copper1.0J-338J-11051P-387 0.170.42135.0Copper1.0J-339J-11459P-388 0.170.42135.0Copper1.0J-340J-11483P-389 0.170.42135.0Copper1.0J-342J-11455P-391 0.170.42135.0Copper1.0J-341J-11554P-392 0.170.42135.0Copper1.0J-343J-11558P-393 0.170.42135.0Copper1.0J-344J-11677P-394 0.170.42135.0Copper1.0J-345J-11652P-395 0.170.42135.0Copper1.0J-346J-11666P-396 0.011.95130.0Ductile Iron8.0J-347J-118144P-129(1) 0.000.13130.0Ductile Iron8.0J-119J-347138P-129(2) 0.170.42135.0Copper1.0J-348J-34788P-397 0.170.42135.0Copper1.0J-349J-34756P-398 0.170.42135.0Copper1.0J-350J-34756P-399 0.170.42135.0Copper1.0J-351J-34787P-400 0.170.42135.0Copper1.0J-352J-11955P-401 0.170.42135.0Copper1.0J-353J-11976P-402 0.170.42135.0Copper1.0J-354J-12051P-403 0.170.42135.0Copper1.0J-355J-12069P-404 0.170.42135.0Copper1.0J-356J-12163P-405 0.170.42135.0Copper1.0J-357J-12529P-406 0.170.42135.0Copper1.0J-358J-12551P-407 0.170.42135.0Copper1.0J-359J-12651P-408 0.170.42135.0Copper1.0J-360J-12629P-409 0.170.42135.0Copper1.0J-361J-12729P-410 0.170.42135.0Copper1.0J-362J-12751P-411 0.170.42135.0Copper1.0J-363J-12829P-412 0.170.42135.0Copper1.0J-364J-12930P-413 0.170.42135.0Copper1.0J-365J-12950P-414 0.170.42135.0Copper1.0J-366J-13031P-415 0.170.42135.0Copper1.0J-367J-13135P-416 0.170.42135.0Copper1.0J-368J-13244P-417 0.170.42135.0Copper1.0J-369J-17510P-418 0.170.42135.0Copper1.0J-370J-17520P-419 0.170.42135.0Copper1.0J-371J-17620P-420 0.170.42135.0Copper1.0J-372J-17610P-421 0.170.42135.0Copper1.0J-373J-17710P-422 0.170.42135.0Copper1.0J-374J-17720P-423 0.170.42135.0Copper1.0J-375J-17820P-424 0.170.42135.0Copper1.0J-376J-17810P-425 Page 82 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Northwest Crossing Phase 2 Water Model Report Peak Hour Demand Scenario Pipe Table - Time: 0.00 hours Velocity (ft/s) Flow (gpm) Hazen-Williams CMaterialDiameter (in) Stop Node Start Node Length (Scaled) (ft) Label 0.170.42135.0Copper1.0J-377J-17910P-426 0.170.42135.0Copper1.0J-378J-18010P-427 0.170.42135.0Copper1.0J-379J-18110P-428 0.170.42135.0Copper1.0J-380J-18210P-429 0.170.42135.0Copper1.0J-381J-18324P-430 0.170.42135.0Copper1.0J-382J-18424P-431 0.170.42135.0Copper1.0J-383J-18524P-432 0.170.42135.0Copper1.0J-384J-18624P-433 0.170.42135.0Copper1.0J-385J-18724P-434 0.170.42135.0Copper1.0J-386J-18824P-435 0.170.42135.0Copper1.0J-387J-19620P-436 0.170.42135.0Copper1.0J-388J-19521P-437 0.170.42135.0Copper1.0J-389J-19421P-438 0.170.42135.0Copper1.0J-390J-18921P-439 0.170.42135.0Copper1.0J-391J-19321P-440 0.170.42135.0Copper1.0J-392J-1939P-441 0.170.42135.0Copper1.0J-393J-19221P-442 0.170.42135.0Copper1.0J-394J-1929P-443 0.170.42135.0Copper1.0J-395J-1919P-444 0.170.42135.0Copper1.0J-396J-19121P-445 0.170.42135.0Copper1.0J-397J-19021P-446 0.170.42135.0Copper1.0J-398J-1909P-447 0.170.42135.0Copper1.0J-399J-15219P-448 0.170.42135.0Copper1.0J-400J-15319P-449 0.170.42135.0Copper1.0J-401J-15419P-450 0.170.42135.0Copper1.0J-402J-15519P-451 0.170.42135.0Copper1.0J-403J-15619P-452 0.170.42135.0Copper1.0J-404J-15720P-453 0.170.42135.0Copper1.0J-405J-1589P-454 0.170.42135.0Copper1.0J-406J-15820P-455 0.170.42135.0Copper1.0J-407J-1599P-456 0.170.42135.0Copper1.0J-408J-15920P-457 0.170.42135.0Copper1.0J-409J-1609P-458 0.170.42135.0Copper1.0J-410J-16020P-459 0.170.42135.0Copper1.0J-411J-1619P-460 0.170.42135.0Copper1.0J-412J-16120P-461 0.170.42135.0Copper1.0J-413J-1629P-462 0.170.42135.0Copper1.0J-414J-16220P-463 0.170.42135.0Copper1.0J-415J-16310P-464 0.170.42135.0Copper1.0J-416J-16320P-465 Page 83 of 8327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 3/30/2022 WaterCAD [10.03.03.72] Bentley Systems, Inc. Haestad Methods Solution CenterNWX-2_WaterCAD.wtg Appendix A NRCS Soils Report United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Gallatin County Area, Montana Northwest Crossing Subdivision Natural Resources Conservation Service February 10, 2020 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 Gallatin County Area, Montana.......................................................................13 53B—Amsterdam silt loam, 0 to 4 percent slopes......................................13 448A—Hyalite-Beaverton complex, moderately wet, 0 to 2 percent slopes....................................................................................................14 451C—Quagle-Brodyk silt loams, 4 to 8 percent slopes.............................16 453B—Amsterdam-Quagle silt loams, 0 to 4 percent slopes......................18 457A—Turner loam, moderately wet, 0 to 2 percent slopes.......................20 509B—Enbar loam, 0 to 4 percent slopes...................................................22 510B—Meadowcreek loam, 0 to 4 percent slopes......................................23 537A—Lamoose silt loam, 0 to 2 percent slopes........................................24 References............................................................................................................27 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 5059700505980050599005060000506010050602005060300506040050605005060600506070050608005060900506100050597005059800505990050600005060100506020050603005060400506050050606005060700506080050609005061000491100 491200 491300 491400 491500 491600 491700 491800 491900 492000 491100 491200 491300 491400 491500 491600 491700 491800 491900 492000 45° 42' 10'' N 111° 6' 55'' W45° 42' 10'' N111° 6' 6'' W45° 41' 25'' N 111° 6' 55'' W45° 41' 25'' N 111° 6' 6'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 300 600 1200 1800 Feet 0 50 100 200 300 Meters Map Scale: 1:6,740 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Gallatin County Area, Montana Survey Area Data: Version 23, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 10, 2012—Nov 12, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 53B Amsterdam silt loam, 0 to 4 percent slopes 34.1 18.0% 448A Hyalite-Beaverton complex, moderately wet, 0 to 2 percent slopes 32.2 17.0% 451C Quagle-Brodyk silt loams, 4 to 8 percent slopes 3.7 1.9% 453B Amsterdam-Quagle silt loams, 0 to 4 percent slopes 6.4 3.4% 457A Turner loam, moderately wet, 0 to 2 percent slopes 39.9 21.0% 509B Enbar loam, 0 to 4 percent slopes 2.9 1.5% 510B Meadowcreek loam, 0 to 4 percent slopes 51.3 27.0% 537A Lamoose silt loam, 0 to 2 percent slopes 19.3 10.2% Totals for Area of Interest 189.8 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas Custom Soil Resource Report 11 are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 Gallatin County Area, Montana 53B—Amsterdam silt loam, 0 to 4 percent slopes Map Unit Setting National map unit symbol: 56ws Elevation: 4,400 to 5,550 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: All areas are prime farmland Map Unit Composition Amsterdam and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Amsterdam Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Loess Typical profile A - 0 to 8 inches: silt loam Bw - 8 to 15 inches: silt loam Bk - 15 to 42 inches: silt loam 2C - 42 to 60 inches: very fine sandy loam Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 35 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.9 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Custom Soil Resource Report 13 Minor Components Quagle Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Limy (Ly) 15-19" p.z. (R044XS357MT) Hydric soil rating: No Blackdog Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No Bowery Percent of map unit: 3 percent Landform: Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No Meagher Percent of map unit: 2 percent Landform: Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No 448A—Hyalite-Beaverton complex, moderately wet, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 56sq Elevation: 4,450 to 5,300 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Farmland of local importance Map Unit Composition Hyalite and similar soils: 70 percent Beaverton and similar soils: 20 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 14 Description of Hyalite Setting Landform: Stream terraces, alluvial fans Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Typical profile A - 0 to 5 inches: loam Bt1 - 5 to 9 inches: clay loam Bt2 - 9 to 17 inches: silty clay loam 2Bt3 - 17 to 26 inches: very cobbly sandy clay loam 3C - 26 to 60 inches: very cobbly loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: About 48 to 96 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Available water storage in profile: Low (about 4.4 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Description of Beaverton Setting Landform: Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A - 0 to 5 inches: cobbly loam Bt - 5 to 21 inches: very gravelly clay loam Bk - 21 to 25 inches: very cobbly coarse sandy loam 2Bk - 25 to 60 inches: extremely cobbly loamy coarse sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 48 to 96 inches Frequency of flooding: None Custom Soil Resource Report 15 Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 3.7 inches) Interpretive groups Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 6s Hydrologic Soil Group: B Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Minor Components Beaverton Percent of map unit: 5 percent Landform: Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT) Hydric soil rating: No Meadowcreek Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT) Hydric soil rating: No 451C—Quagle-Brodyk silt loams, 4 to 8 percent slopes Map Unit Setting National map unit symbol: 56sy Elevation: 4,350 to 5,150 feet Mean annual precipitation: 14 to 18 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Farmland of statewide importance Map Unit Composition Quagle and similar soils: 70 percent Brodyk and similar soils: 20 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 16 Description of Quagle Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Silty calcareous loess Typical profile A - 0 to 6 inches: silt loam Bw - 6 to 9 inches: silt loam Bk - 9 to 60 inches: silt loam Properties and qualities Slope: 4 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 35 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.8 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Limy (Ly) 15-19" p.z. (R044XS357MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Description of Brodyk Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Silty calcareous loess Typical profile A - 0 to 6 inches: silt loam Bk1 - 6 to 30 inches: silt loam Bk2 - 30 to 60 inches: silt loam Properties and qualities Slope: 4 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Custom Soil Resource Report 17 Calcium carbonate, maximum in profile: 30 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.5 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Limy (Ly) 15-19" p.z. (R044XS357MT), Limy Grassland (R044BP804MT) Hydric soil rating: No Minor Components Amsterdam Percent of map unit: 8 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No Anceney Percent of map unit: 2 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty-Droughty (SiDr) 15-19" p.z. (R044XS690MT) Hydric soil rating: No 453B—Amsterdam-Quagle silt loams, 0 to 4 percent slopes Map Unit Setting National map unit symbol: 56t5 Elevation: 4,400 to 5,450 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: All areas are prime farmland Map Unit Composition Amsterdam and similar soils: 60 percent Quagle and similar soils: 30 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 18 Description of Amsterdam Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Loess Typical profile A - 0 to 8 inches: silt loam Bw - 8 to 15 inches: silt loam Bk - 15 to 42 inches: silt loam 2C - 42 to 60 inches: very fine sandy loam Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 35 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.9 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Description of Quagle Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Silty calcareous loess Typical profile A - 0 to 6 inches: silt loam Bw - 6 to 9 inches: silt loam Bk - 9 to 60 inches: silt loam Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Custom Soil Resource Report 19 Frequency of ponding: None Calcium carbonate, maximum in profile: 35 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.8 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Limy (Ly) 15-19" p.z. (R044XS357MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Minor Components Beanlake Percent of map unit: 6 percent Landform: Stream terraces, alluvial fans Down-slope shape: Linear Across-slope shape: Linear Ecological site: Limy (Ly) 15-19" p.z. (R044XS357MT) Hydric soil rating: No Meagher Percent of map unit: 4 percent Landform: Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No 457A—Turner loam, moderately wet, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 56tb Elevation: 4,300 to 5,200 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Prime farmland if irrigated Map Unit Composition Turner and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 20 Description of Turner Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A - 0 to 6 inches: loam Bt - 6 to 12 inches: clay loam Bk - 12 to 26 inches: clay loam 2C - 26 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 48 to 96 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 5.4 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT), Upland Grassland (R044BP818MT) Hydric soil rating: No Minor Components Turner Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No Beaverton Percent of map unit: 5 percent Landform: Stream terraces, alluvial fans Down-slope shape: Linear Across-slope shape: Linear Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT) Hydric soil rating: No Meadowcreek Percent of map unit: 5 percent Landform: Stream terraces Custom Soil Resource Report 21 Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT) Hydric soil rating: No 509B—Enbar loam, 0 to 4 percent slopes Map Unit Setting National map unit symbol: 56vp Elevation: 4,400 to 6,000 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: All areas are prime farmland Map Unit Composition Enbar and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Enbar Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Typical profile A - 0 to 22 inches: loam Cg - 22 to 49 inches: sandy loam 2C - 49 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 8.8 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C Custom Soil Resource Report 22 Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT), Bottomland (R044BP801MT) Hydric soil rating: No Minor Components Nythar Percent of map unit: 10 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes Straw Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No 510B—Meadowcreek loam, 0 to 4 percent slopes Map Unit Setting National map unit symbol: 56vt Elevation: 4,200 to 5,950 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Prime farmland if irrigated Map Unit Composition Meadowcreek and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Meadowcreek Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A - 0 to 11 inches: loam Bg - 11 to 25 inches: silt loam 2C - 25 to 60 inches: very gravelly sand Custom Soil Resource Report 23 Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT), Subirrigated Grassland (R044BP815MT) Hydric soil rating: No Minor Components Blossberg Percent of map unit: 10 percent Landform: Terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes Beaverton Percent of map unit: 5 percent Landform: Stream terraces, alluvial fans Down-slope shape: Linear Across-slope shape: Linear Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT) Hydric soil rating: No 537A—Lamoose silt loam, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 56wp Elevation: 4,000 to 5,000 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Farmland of local importance Map Unit Composition Lamoose and similar soils: 85 percent Custom Soil Resource Report 24 Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lamoose Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A - 0 to 9 inches: silt loam Bg - 9 to 27 inches: silt loam 2C - 27 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 12 to 24 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 3.0 mmhos/cm) Available water storage in profile: Low (about 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: B/D Ecological site: Wet Meadow (WM) 9-14" p.z. (R044XS349MT), Subirrigated Grassland (R044BP815MT) Hydric soil rating: Yes Minor Components Bonebasin Percent of map unit: 10 percent Landform: Terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes Meadowcreek Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 9-14" p.z. (R044XS343MT) Hydric soil rating: No Custom Soil Resource Report 25 Custom Soil Resource Report 26 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 27 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 28