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HomeMy WebLinkAbout05 - Design Report - Valley West Ph 3 - Water DESIGN REPORT FOR THE WATER DISTRIBUTION SYSTEM IN VALLEY WEST SUBDIVISION - PHASE 3 BOZEMAN, MONTANA Prepared By: Morrison-Maierle, Inc. 901 Technology Boulevard P.O. Box 1113 Bozeman, Montana 59771-1113 Engineers: Greg J. Stratton, P.E. James A. Ullman, P.E. Date: February 16, 2005 File: H:\3384\020\DOCS\DESIGN-RPTS\W DESIGN REPORT.doc Valley West Subdivision — Phase #3 Water Distribution Design Report Executive Summary This report provides a basis for design of the Valley West Subdivision — Phase #3 Water Distribution system. A comprehensive design report evaluating the water distribution system for the entire Valley West Subdivision Planned Unit Development (PUD) was included in the Preliminary Plan submittal for the Valley West Subdivision PUD. The water distribution system serving Valley West Subdivision — Phase #3 will be designed and installed in accordance with the Water Quality Bureau (WQB) 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. In accordance with the City of Bozeman Design Standards and Specifications Policy this report is being submitted for approval by the City of Bozeman prior to plan and specification submittal. The applicant intends to utilize the self- certification process provided for in these design standards. Deviation Request As part of this design report we are requesting a deviation from the City of Bozeman Design Standards and Specifications Policy May 2003. The deviation being the water pressure for the portion of Phase #3 east of the Maynard-Border Ditch exceeds 120 psi. This deviation was recognized and accepted with the Planned Unit Development (PUD). Introduction The water distribution system for Valley West Subdivision Phase #3 will be an extension of the City of Bozeman's existing system. Connections to the existing system will be the extension of the existing 8-inch mains located in Stafford Avenue, Clifden Drive, Hanley Avenue and Kimball Avenue. This design report is to verify that there is adequate volume and pressure to supply domestic and fire service for Phase #3 as reported in the water master plan for the entire Valley West Subdivision PUD. This will be done by performing a hydraulic analysis for the proposed water main extensions utilizing existing and proposed information in a software program called WaterCAD (a.k.a. Cybernet) by Haestad Methods. Before the analysis can begin, foundational data is acquired regarding variables such as average daily water demand, required fire flows, boundary pressures and/or tank locations, pipe materials, elevations and relative location of all other appurtenant components. Once the information is determined or calculated it is inserted to the software's database to create a model of the water system. The next few sections explain the method for determining and or calculating the data required to model the water system for Valley West Subdivision. Each node, pipe and or pump included in the model has to include the characteristics of the water system installed. After each piece of the model is complete the hydraulic analysis can be run. Predicted Average Daily Water Demand Water demand predicted in this report is based on findings detailed in the Bozeman 1997, Water Facility Plan, page 20. The plan suggests that an overall annual average daily demand of 200 gpd per person should be used for all future development. This demand estimate includes: 1) Base Flow Water. 2) Increased summer usage including lawn and garden irrigation, non- commercial car washing, cleaning sidewalks, and other miscellaneous metered uses. 3) Unaccounted for water usage such as street cleaning, hydrant flushing, sewer flushing, fire flows, fiat rate accounts, leakage, and under registering meters. (See Water Facility Plan, pp. 18). The following table indicates the service area utilized and the Average Daily Water Demand for this hydraulic analysis. (See Table 4.1) The following table shows some water master planned areas included in the demand that are not part of Phase #3. These areas are located along the existing distribution system and in order to be conservative in the hydraulic analysis for Phase #3 they have been included. The Average Daily Demand for this hydraulic analysis was derived from the demands used in the design report for the entire Valley West Subdivision PUD. Table 4.1 Service Area and Average Daily Demand Service Area Area Population' Avg Daily Demand2 (acres) (persons) GPD GPM Valley West Subdivision Phase 3 70 718 143600 100 Valley West Subdivision Phase 2 29 332 664001 46 Valley West Subdivision Phase 1 31 495 990001 69 Laurel Glen Subdivision 136 1548 3096001 214 Private ownership property 4 110 22000 15 Billion Auto Plaza Subdivision 20 259 51870 36 R&D Holding 20 266 53200 37 Spring Creek Village Resort 141 1873 374528 260 Christian Heritage School(25 gpd/person)4 Students- 98 13 Staff- 8 2650 2 Total 464 11228481 779 1-based on 13.3 persons/acre, Bozeman May, 1997 Wastewater Facility Plan p. 87 NOTE: (Valley West Subdivision population is determined by proposed zone use) 2-based on 200 gpd/person, Bozeman November, 1997 Water Facility Plan p. 20 3-based on Metcalf and Eddy 3ra Edition, Wastewater Engineering Table 2.5 Peak Demand Factors For planning purposes the Maximum Daily Demand Factor used will be 2.5 and the Peak Hourly Demand Factor used will be 3.0. These peaking factors were taken from City of Bozeman, Design Standards and Specifications Policy May 2003— Section V. Utility Design Criteria, sub-section A. Water Distribution Lines Design Criteria, Paragraph 4, page 42. Pressure Zones The Valley West Subdivision PUD water distribution system is divided into two pressure zones. The pressure zones were created by the placement of a pressure-reducing valve on Durston Road west of Ferguson Avenue, and a pressure-reducing valve on Cottonwood Road north of the intersection with West Babcock Street. The downstream pressure setting for each pressure-reducing valve is 65-psi and 54-psi respectfully. The Phase #3 water distribution system utilizes both the high pressure zone and low pressure zone to provide domestic and fire service. The software used to model the system also has the ability to model the two pressure reducing valves, therefore allowing a more accurate hydraulic analysis. Modeling Procedure The proposed water distribution system for Valley West Subdivision — Phase #3 and the associated areas located on the existing system were modeled using WaterCAD version 6.5 (a.k.a. Cybernet) and the information detailed in this report. The total water demand for the system includes the Maximum Daily Demand and the required fire flow of 1500 gpm as determined by the Insurance Services Office (ISO) criteria. The Maximum Daily Demand is calculated by multiplying the Average Daily Demand by a peaking factor of 2.5 as described above. Information from three area fire hydrants was used as connections to the existing City of Bozeman water system for the modeling of the area water distribution system. The static, residual and pitot pressures for the fire hydrants located at the intersections of Durston Road and Ferguson Avenue, West Babcock Street and Ferguson Avenue, and Valley Commons and Ferguson Avenue were obtained from the City of Bozeman Water Department. This information was used to develop a relationship between residual pressure and flow as simulated in the model by a pump and a reservoir. (See the associated pump curves calculated for each of the fire hydrants located in the appendix at the end of this report) 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. Model Results The model's results indicate that 8-inch distribution mains for Valley West Subdivision — Phase #3 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. (See the WaterCAD model flow results located in the appendix at the end of this report). Model Conclusion Utilizing the existing water mains in Valley West Subdivision - Phase #1, Phase #2 and the Spring Creek Village Resort and the trunk mains constructed with the Valley West Annexation and, then infilling the proposed Valley West Subdivision - Phase #3 with 8-inch mains the area water distribution system meets the required design criteria. Additional Design Criteria The water mains for Phase #3 are looped. Four of the dead end mains installed with the water infrastructure improvements for Phase #2 have been extended with Phase #3. The differentiation between the two pressure zones has been modified from the original pressure zones identified in the water design report included in the Preliminary Plan submittal for the Valley West Subdivision PUD. The modification is that all of the portions of Valley West Subdivision west of Maynard-Border Ditch are now in the low pressure zone. Phase#3 water main location will be to the City of Bozeman standard location, which is 5.5 feet north or west side of the centerline within the Right-of-Way for streets less than 35 feet in width. The water main location along Kimble Avenue is 11 feet west to accommodate the existing sewer main located along the centerline on the street. All domestic water services smaller than 4-inch for Phase #3 will be type "K" copper. The Single Family lots will be serviced with a 3/4-inch service. The Duplex/Single Family lots will be served with a 1-inch service. Lots 40, 41, 257, 258 and 259 as indicated on the Preliminary Plat and designated Multi-Family shall be serviced by a 1 1/2-inch service. Lots 1, 2, 8, 9, 15, 16, 22 — 26, 208 — 211, and 253 — 256 will be serviced with a 2-inch domestic service. The service size for each lot was determined by utilizing the fixture unit method for a 2'/2 bathroom dwelling as specified in the Uniform Plumbing Code. All water service stubs will be installed in accordance with the City of Bozeman Standard Drawings at the center of each lot. Connections to the existing water mains will be made at existing dead end location associated with Phase #2. Water main valves will be placed within 800- foot intervals and on each leg of a water main intersection. Included in the placement of water valves, valves are placed so that only one fire hydrant will be out of service a one time. Fire hydrants for Phase #3 are located at approximate intervals of 500 feet. Fire hydrants are placed at all high points to provide for air relief. Also as part of the water main design all thrust restraints will be designed to withstand the test pressure 200 psi. Therefore, by utilizing the hydraulic analysis model results and the above mentioned additional design criteria the design of the water main extension for Valley West Subdivision — Phase #3 meets or exceeds the City of Bozeman Design Standards and Specifications Policy. H:\3384\020\DOCS\DESIGN-RPTS\W DESIGN REPORT.DOC APPENDIX AVERAGE DAILY DEMAND Calculation Results Summary Scenario:Average Day [Analysis Started] Thu Feb 24 10:56:53 2005 [Steady State] 0:00:00 Balanced after 7 trials;relative flow change=0.000091 Trial 1:relative flow change=2.719283 PRV PRV-1 switched from open to active PRV PRV-2 switched from open to closed Trial 2:relative flow change=0.645196 Pump PMP-3 switched from open to closed Trial 3:relative flow change=0.355678 Trial 4:relative flow change=0.068008 Pump PMP-3 switched from closed to open Trial 5:relative flow change=0.068476 Trial 6:relative flow change=0.019353 Trial 7:relative flow change=0.000091 Flow Summary Flow Supplied 781.03 gpm Flow Demanded 781.00 gpm Flow Stored 0.00 gpm 0:00:00 Reservoir R-1 is emptying 0:00:00 Reservoir R-2 is emptying 0:00:00 Reservoir R-3 is closed 0:00:00 PRV PRV-1 active 0:00:00 PRV PRV-2 closed [Analysis Ended] Thu Feb 24 10:56:53 2005 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:57:16 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Average Day Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-1 4,755.00 Zone-1 Demand 0.00 Fixed 0.00 5,074.78 138.35 J-2 4,755.00 Zone-1 Demand 0.00 Fixed 0.00 5,074.78 138.35 J-3 4,753.50 Zone-1 Demand 0.00 Fixed 0.00 5,074.78 139.00 J-4 4,753.00 Zone-1 Demand 0.00 Fixed 0.00 5,074.78 139.22 J-5 4,752.00 Zone-1 Demand 0.00 Fixed 0.00 5,074.67 139.60 J-7 4.748.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.74 66.30 J-8 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 67.12 J-9 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 67.12 J-10 4,749.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 65.82 J-11 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 65.17 J-12 4,751.40 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 65.00 J-13 4,758.30 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 62.01 J-14 4,762.50 Zone-2 Demand 1.20 Fixed 1.20 4,901.63 60.19 J-15 4,765.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.90 J-16 4,766.40 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.51 J-17 4,770.50 Zone-2 Demand 1.60 Fixed 1.60 4,901.63 56.73 J-18 4,776.00 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 54,35 J-19 4,776.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.46 129.78 J-20 4,788.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.32 124.53 J-21 4.794.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.31 122.14 J-22 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.31 122.14 J-23 4,807.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.30 116.52 J-24 4,807.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.30 116.52 J-25 4,788.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.32 124.53 J-26 4.765.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.90 J-27 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 65.17 J-28 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 65.17 J-29 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 65.17 J-30 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 67.12 J-32 4,749.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.85 65.91 J-33 4,752.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.97 64.67 J-34 4,752.50 Zona-2 Demand 0.00 Fixed 0.00 4,901.97 64.67 J-35 4,753.50 Zone-1 Demand 0.00 Fixed 0.00 5,074.78 139.00 J-36 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,077.67 127.62 J-37 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,077.56 127.57 J-38 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,077.47 127.53 J-39 4,782.50 Zone-1 Demand 0.00 Fixed 0.00 5,077.16 127.48 J-40 4.781.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.78 127.75 J-41 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.73 127.73 J-42 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.71 127.72 J-43 4,777.90 Zone-1 Demand 0.00 Fixed 0.00 5,076.52 129.20 J-44 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.50 127.63 J-45 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,077.67 127.62 J-46 4,777.00 Zone-1 Demand 0.00 Fixed 0.00 5,077.21 129.89 J-47 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,077.47 127.53 J-48 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.73 127.73 J-49 4,779.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.50 128.72 J-62 4,810.29 Zone-1 Demand 0.00 Fixed 0.00 5,075.99 114.95 J-63 4,809.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.01 115.31 J-64 4,809.20 Zone-1 Demand 0.00 Fixed 0.00 5,076.03 115.45 J-65 4.802.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.14 118.61 J-66 4,800.60 Zone-1 Demand 0.00 Fixed 0.001 5,076.18 119.23 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:57:57 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 4 Scenario: Average Day Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-67 4.797.90 Zone-1 Demand 0.00 Fixed 0.00 5,076.25 120.43 J-68 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.31 122.14 J-69 4,817.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.25 112.17 J-70 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.61 127.68 J-71 4.750.70 Zone-1 Demand 0.00 Fixed 0.00 5,074.67 140.17 J-78 4,768.30 Zone-1 Demand 0.00 Fixed 0.00 5,075.92 133.09 J-79 4,770.20 Zone-1 Demand 0.00 Fixed 0.00 5,076.05 132.33 J-80 4,771.10 Zone-1 Demand 0.00 Fixed 0.00 5,076.36 132.07 J-81 4,774.50 Zone-1 Demand 0.00 Fixed 0.00 5,076.65 130.73 J-82 4,776.60 Zone-1 Demand 0.00 Fixed 0.00 5,076.86 129.91 J-83 4,781.00 Zone-1 Demand 0.00 Fixed 0.00 5,077.09 128.11 J-84 4,777.00 Zone-1 Demand 0.00 Fixed 0.00 5,077.11 129.84 J-85 4,773.22 Zone-1 Demand 0.00 Fixed 0.00 5,076.36 131.15 J-86 4,768.80 Zone-1 Demand 0.00 Fixed 0.00 5,075.79 132.82 J-89 4,780.20 Zone-1 Demand 0.00 Fixed 0.00 5,076.76 128.31 J-90 4,774.60 Zone-1 Demand 0.00 Fixed 0.00 5,076.67 130.69 J-91 4,772.90 Zone-1 Demand 0.00 Fixed 0.00 5,076.53 131.37 J-92 4,770.60 Zone-1 Demand 0.00 Fixed 0.00 5,076.35 132.28 J-93 4,768.20 Zone-1 Demand 0.00 Fixed 0.00 5,076.05 133.19 J-94 4,768.20 Zone-1 Demand 0.00 Fixed 0.00 5,075.99 133.17 J-97 4,775.80 Zone-1 Demand 0.00 Fixed 0.00 5,076.74 130.20 J-98 4,772.20 Zone-1 Demand 0.00 Fixed 0.00 5,076.36 131.59 J-101 4.780.80 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 52.27 J-102 4.774.80 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 54.87 J-103 4.772.20 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 55.99 J-104 4,777.90 Zone Demand 0.00 Fixed 0.00 4,901.62 53.53 J-105 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 55.95 J-106 4,770.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 56.73 J-107 4,778.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 53.27 J-108 4,773.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 55.43 J-109 4.772.30 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 55.95 J-110 4.772.30 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 55.95 J-118 4.766.90 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.29 J-119 4,767.80 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 57.90 J-120 4,772.20 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 55.99 J-128 4,768.14 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 57.75 J-129 4,770.50 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 56.73 J-131 4,768.40 Zone-2 Demand 0.00 Fixed 0.00 4,901.62 57.64 J-172 4,782.00 Zone-1 Demand 0.00 Fixed 0.00 5,076.96 127.62 J-173 4,782.00 Zone-1 Demand 22.641 Fixed 22.64 5,076.96 127.61 J-174 4,752.30 Zone-2 Demand 2.00 Fixed 2.00 4,902.10 64.81 J-179 4.770.50 Zone-1 Demand 6.25 Fixed 6.25 5,076.20 132.26 J-180 4.773.40 Zone-1 Demand 6.25 Fixed 6.25 5,076.52 131.15 J-181 4,778.80 Zone-1 Demand 6.25 Fixed 6.25 5,076.97 129.00 J-182 4,776.00 Zone-1 Demand 6.25 Fixed 6.25 5,076.77 130.13 J-183 4,771.80 Zone-1 Demand 9.45 Fixed 9.45 5,076.35 131.77 J-186 4.778.50 Zone-2 Demand 14.34 Fixed 14.34 4,901.62 53.27 J-187 4,775.10 Zone-2 Demand 17.09 Fixed 17.09 4,901.62 54.74 J-188 4.772.90 Zone-2 Demand 14.93 Fixed 14.93 4,901.62 55.69 J-189 4.768.40 Zone-2 Demand 11.55 Fixed 11.55 4,901.62 57.64 J-190 4,766.80 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.33 J-191 4.766.20 Zone Demand 0.00 Fixed 10.001 4,901.631 58.59 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierie Inc WaterCAD v6.5[6.5120jj 02/24/05 10:57:57 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 4 Scenario: Average Day Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-198 4,754.85 Zone-2 Demand 1.60 Fixed 1.60 4,901.63 63.50 J-201 4,747.50 Zone-2 Demand 15.00 Fixed 15.00 4,901.68 66.71 J-225 4,782.50 Zone-1 Demand 37.00 Fixed 37.00 5,076.38 127.15 J-226 4,800.50 Zone-1 Demand 36.00 Fixed 36.00 5,076.30 119.33 J-227 4,809.90 Zone-1 Demand 260.00 Fixed 260.00 5,075.99 115.12 J-112 4,771.85 Zone-1 Demand 2.80 Fixed 2.80 5,075.96 131.57 J-113 4,771.44 Zone-1 Demand 0.00 Fixed 0.00 5,075.95 131.75 J-114 4,770.62 Zone-1 Demand 2.40 Fixed 2.40 5,075.94 132.10 J-115 4,768.64 Zone-1 Demand 0.00 Fixed 0.00 5,075.88 132.93 J-116 4,769.28 Zone-1 Demand 3.60 Fixed 3.60 5,075.87 132.65 J-117 4,768.65 Zone-1 Demand 0.00 Fixed 0.00 5,075.86 132.92 J-121 4,767.83 Zone-1 Demand 3.20 Fixed 3.20 5,075.85 133.27 J-122 4,766.58 Zone-1 Demand 0.00 Fixed 0.00 5,075.85 133.80 J-123 4,768.14 Zone-1 Demand 0.00 Fixed 0.00 5,075.88 133.14 J-124 4,766.86 Zone-1 Demand 2.00 Fixed 2.00 5,075.86 133.69 J-125 4,766.73 Zone-1 Demand 0.00 Fixed 0.00 5,075.82 133.73 J-126 4,766.49 Zone-1 Demand 5.60 Fixed 5.60 5,075.79 133.82 J-127 4,765.79 Zone-1 Demand 0.00 Fixed 0.00 5,075.77 134.11 J-130 4,765.02 Zone-1 Demand 3.20 Fixed 3.20 5,075.74 134.43 J-132 4,763.84 Zone-1 Demand 0.00 Fixed 0.00 5,075.71 134.93 J-133 4,760.26 Zone-1 Demand 0.00 Fixed 0.00 5,075.43 136.36 J-134 4,761.06 Zone-1 Demand 3.60 Fixed 3.60 5,075.40 136.00 J-135 4,757.85 Zone-1 Demand 0.00 Fixed 0.00 5,075.34 137.36 J-136 4,757.42 Zone-1 Demand 2.00 Fixed 2.00 5,075.34 137.55 J-137 4,754.93 Zone-1 Demand 3.60 Fixed 3.60 5,075.27 138.60 J-138 4,753.60 Zone-1 Demand 0.00 Fixed 0.00 5,075.25 139.16 J-139 4,767.78 Zone-1 Demand 2.80 Fixed 2.80 5,075.88 133.30 J-140 4,767.21 Zone-1 Demand 0.00 Fixed 0.00 5,075.86 133.54 J-141 4,765.21 Zone-1 Demand 3.20 Fixed 3.20 5,075.78 134.37 J-142 4,763.29 Zone-1 Demand 0.00 Fixed 0.00 5,075.68 135.16 J-143 4,762.09 Zone-1 Demand 1.60 Fixed 1.60 5,075.58 135.63 J-145 4,754.19 Zone-1 Demand 0.00 Fixed 0.00 5,075.26 138.91 J-146 4,752.30 Zone-1 Demand 1.20 Fixed 1.20 5,074.98 139.61 J-147 4,752.30 Zone-1 Demand 0.00 Fixed 0.00 5,074.96 139.60 J-148 4,753.62 Zone-1 Demand 0.00 Fixed 0.00 5,075.04 139.06 J-149 4,757.23 Zone-1 Demand 1.60 Fixed 1.60 5,075.24 137.59 J-150 4,757.85 Zone-1 Demand 0.00 Fixed 0.00 5,075.27 137.33 J-151 4,761.72 Zone-1 Demand 0.00 Fixed 0.00 5,075.42 135.72 J-152 4,763.11 Zone-1 Demand 1.20 Fixed 1.20 5,075.48 135.15 J-153 4,764.27 Zone-1 Demand 0.00 Fixed 0.00 5,075.52 134.66 J-154 4,767.63 Zone-1 Demand 5.20 Fixed 5.20 5,075.64 133.26 J-155 4,767.62 Zone-2 Demand 2.00 Fixed 2.00 4,901.63 57.98 J-156 4,766.43 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.49 J-157 4,764.74 Zone-2 Demand 3.60 Fixed 3.60 4,901.63 59.23 J-158 4,763.47 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 59.78 J-159 4,762.97 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 59.99 J-160 4,760.85 Zone-2 Demand 4.00 Fixed 4.00 4,901.63 60.91 J-161 4,758.78 Zone-2 Demand 0.00 Fixed 0.00 4,901.64 61.81 J-162 4,758.00 Zone-2 Demand 0.00 Fixed 0.00 4,901.64 62.15 J-163 4,755.35 Zone-2 Demand 4.00 Fixed 4.00 4,901.64 63.29 J-164 4,753.04 Zone-2 Demand 0.00 Fixed 0.00 4,901.64 64.29 J-165 4,752.77 Zone- Demand 0.00 Fixed 0.001 4,901.64 64.41 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\w2tercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:57:57 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 4 Scenario: Average Day Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-166 4,754.10 Zone-2 Demand 1.20 Fixed 1.20 4,901.66 63.84 J-167 4.754.60 Zone-2 Demand 0.00 Fixed 0.00 4,901.67 63.63 J-168 4,750.10 Zone-2 Demand 0.00 Fixed 0.00 4,901.71 65.59 J-169 4,750.10 Zone-2 Demand 0.00 Fixed 0.00 4,901.71 65.59 J-170 4,751.23 Zone-2 Demand 1.20 Fixed 1.20 4,901.70 65.10 J-171 4.752.35 Zone-2 Demand 0.00 Fixed 0.00 4,901.69 64.61 J-175 4,754.92 Zane-2 Demand 3.20 Fixed 3.20 4,901.68 63.49 J-176 4.756.32 Zone-2 Demand 0.00 Fixed 0.00 4,901.67 62.89 J-177 4,756.65 Zone-2 Demand 0.00 Fixed 0.00 4,901.67 62.74 J-178 4,757.75 Zone-2 Demand 3.20 Fixed 3.20 4,901.66 62.26 J-184 4,758.93 Zone-2 Demand 0.00 Fixed 0.001 4,901.64 61.74 J-185 4,759.22 Zone-2 Demand 0.00 Fixed 0.00 4,901.64 61.62 J-192 4,761.80 Zone-2 Demand 0.80 Fixed 0.80 4,901.63 60.50 J-193 4,763.72 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 59.67 1 J-194 4,764.49 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 59.33 J-195 4,766.58 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 58.43 J-196 4,767.62 Zone-2 Demand 0.80 Fixed 0.80 4,901.63 57.98 J-197 4.767.78 Zone-2 Demand 2.40 Fixed 2.40 4,901.63 57.91 J-199 4,768.23 Zone-2 Demand 0.00 Fixed 0.00 4,901.63 57.71 J-200 4,767.81 Zone-2 Demand 2.00 Fixed 2.00 4,901.63 57.90 J-202 -1,764.68 Zone-2 Demand 4.00 Fixed 4.00 4,901.63 59.25 J-203 i.759.35 Zone-2 Demand 1.60 Fixed 1.60 4,901.64 61.56 J-204 4.759.85 Zone-2 Demand 0.00 Fixed 0.00 4,901.64 61.35 J-205 4,760.32 Zone-2 Demand 3.20 Fixed 3.20 4,901.64 61.14 J-206 4,754.80 Zone-2 Demand 0.00 Fixed 0.00 4,901.67 63.54 J-207 1.755.52 Zone-2 Demand 3.20 Fixed 3.20 4,901.67 63.23 J-208 4.760.24 Zone Demand 0.00 Fixed 0.001 4,901.63 61.17 J-209 4,761.62 Zone-2 Demand 0.80 Fixed 0.80 4,901.63 60.58 J-210 4,746.18 Zone-2 Demand 0.00 Fixed 0.00 4,901.58 67.24 J-211 4.743.71 Zone-2 Demand 1 0.00 Fixed 0.00 4,901.51 68.27 J-212 1.741.23 Zone Demand 0.001 Fixed 0.00 4,901.43 69.31 J-213 4,740.80 Zone-2 Demand 72.00 Fixed 72.00 4,901.36 69.47 J-214 4,741.10 Zone-2 Demand 0.00 Fixed 0.00 4,901.35 69.33 J-215 4,742.58 Zone-2 Demand 0.00 Fixed 0.00 4,901.33 68.68 J-216 4,740.75 Zone-2 Demand 72.00 Fixed 72.00 4,901.30 69.46 J-217 4,740.46 Zone-2 Demand 0.00 Fixed 0.00 4,901.30 69.59 J-218 4.737.94 Zone-2 Demand 0.00 Fixed 0.00 4,901.29 70.67 J-219 4,735.99 Zone-2 Demand 0.00 Fixed 0.00 4,901.29 71.52 J-220 4,735.13 Zone-2 Demand 72.00 Fixed 72.00 4,901.28 71.88 J-221 4,735.43 Zone-2 Demand 0.00 Fixed 0.00 4,901.28 71.75 J-222 4,735.86 Zone-2 Demand 0.00 Fixed 0.00 4,901.28 71.57 J-223 4,760.00 Zone-1 Demand 0.00 Fixed 0.00 5,075.42 136.47 J-224 14,757.031 Zone-1 Demand 5.60 Fixed 1 5.601 5,075.331 137.72 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybnnstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:57:57 AM ©Haestad Methods, Inc 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 4 Scenario: Average Day Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor ontro ischarge�Upstream Structure Downstream Structure Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficien (ft) (ft) Headloss(ft/1000ft) (ft) P-1 250.0 12.0 Ductile Iron 130.0 false 0.80 Open -0.00 5,074.78 5,074.78 0.00 0.00 P-2 28.0 12.0 Ductile Iron 130.0 false 1.60 Open -0.00 5,074.78 5,074.78 0.00 0.00 P-3 385.0 12.0 Ductile Iron 130.0 false 1.15 Open -0.00 5,074.78 5,074.78 0.00 0.00 P-4 188.0 12.0 Ductile iron 130.0 false 0.70 i Open -0.00 5,074.78 5,074.78 0.00 0.00 P-5 302.0 12.0 Ductile Iron 130.0 false 0.70 Open 336.54 5,074.78 5,074.67 0.11 0.37 P-6 59.0 12.0 Ductile Iron 130.0 false 0.35 Open 336.54 5,074.67 5,074.64 0.02 0.42 P-10 67.0 12.0 Ductile Iron 130.0 false 2.03 Open -10.39 4,901.63 4,901.63 0.00 0.00 P-11 353.0 12.0 Ductile Iron 130.0 false 0.35 Open -10.39 4,901.63 4,901.63 0.00 0.00 P-12 185.0 12.0 Ductile Iron 130.0 false 0.00 Open 23.30 4,901.63 4,901.63 0.00 0.00 P-13 50.0 12.0 Ductile Iron 130.0 false 0.50 Open 23.30 4,901.63 4,901.63 0.00 0.00 P-15 364.0 12.0 Ductile Iron 130.0 false 0.00 Open 30.87 4,901.63 4,901.63 0.00 0.00 P-16 283.0 12.0 Ductile Iron 130.0 false 0.35 Open 29.67 4,901.63 4,901.63 0.00 0.00 P-17 77.0 12.0 Ductile Iron 130.0 false 0.35 Open 29.67 4,901.63 4,901.63 0.00 0.01 P-18 360.0 12.0 Ductile Iron 130.0 false 0.00 Open 19.21 4,901.63 4,901.63 0.00 0.00 P-19 393.0 12.0 Ductile Iron 130.0 false 0.00 Open 17.61 4,901.63 4,901.63 0.00 0.00 P-20 16.0 12.0 Ductile Iron 130.0 false 0.00 Open -0.00 4,901.63 4,901.63 0.00 0.00 P-21 16.0 12.0 Ductile Iron 130.0 false 0.00 Open -0.00 5,076.46 5,076.46 0.00 0.00 P-24 32.0 12.0 Ductile Iron 130.0 false 1.60 Open 36.00 5,076.31 5,076.31 0.00 0.02 P-26 34.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,076.30 5,076.30 0.00 0.00 P-27 47.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,076.32 5,076.32 0.00 0.00 P-28 47.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,901.63 4,901.63 0.00 0.00 P-29 65.0 8.0 Ductile Iron 130.0 false 0.75 Open 0.00 4,901.63 4,901.63 0.00 0.00 P-30 47.0 8.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,901.63 4,901.63 0.00 0.00 P-31 22.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,901.63 4,901.63 0.00 0.00 P-32 47.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,901.63 4,901.63 0.00 0.00 P-34 365.0 12.0 Ductile Iron 130.0 false 0.35 Open 334.52 4,901.97 4,901.85 0.13 0.35 P-35 308.0 12.0 Ductile Iron 130.0 false 0.35 Open 334.52 4,901.85 4,901.74 0.11 0.35 P-36 28.0 8.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,901.97 4,901.97 0.00 0.00 P-37 94.0 8.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,074.78 5,074.78 0.00 0.00 P-38 945.0 12.0 Ductile Iron 130.0 false 1.10 Open 746.68 5,079.14 5,077.67 1.47 1.56 P-39 39.0 12.0 Ductile Iron 130.0 false 0.70 Open 746.68 5,077.67 5,077.56 0.11 2.72 P-40 71.0 12.0 Ductile Iron 130.0 false 0.70 Open 571.24 5,077.56 5,077.47 0.09 1.31 P-41 331.0 12.0 Ductile Iron 130.0 false 0.35 Open 571.24 5,077.47 5,077.16 0.31 0.94 P-43 154.0 12.0 Ductile Iron 130.0 false 0.35 Open 298.65 5,076.78 5,076.73 0.05 0.29 P-44 63.0 12.0 Ductile Iron 130.0 false 0.35 Open 298.65 5,076.73 5,076.71 0.02 0.33 P-46 114.0 12.0 Ductile Iron 130.0 false 0.35 Open 195.84 5,076.52 5,076.50 0.02 0.14 P-47 270.0 12.0 Ductile Iron 130.0 false 1.80 Open 195.84 5,076.50 5,076.46 0.04 0.16 P-48 49.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,077.67 5,077.67 0.00 0.00 P49 409.0 8.0 Ductile Iron 130.0 false 2.56 Open 175.44 5,077.56 5,077.21 0.35 0.85 P-50 26.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,077.47 5,077.47 0.00 0.00 P-51 26.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,076.73 5,076.73 0.00 0.00 P-52 26.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,076.50 5,076.50 0.00 0.00 P-65 100.0 12.0 Ductile Iron 130.0 false 0.35 Open 34.36 5,075.99 5,075.99 0.00 0.00 P-67 135.0 12.0 Ductile Iron 130.0 false 0.10 Open -225.64 5,076.01 5,076.03 0.02 0.16 P-68 649.0 12.0 Ductile Iron 130.0 false 0.20 Open -225.64 5,076.03 5,076.14 0.11 0.16 P-69 259.0 12.0 Ductile Iron 130.0 false 0.20 Open -225.64 5,076.14 5,076.18 0.04 0.17 P-70 415.0 12.0 Ductile Iron 130.0 false 0.49 Open -225.64 5,076.18 5,076.25 0.07 0.17 P-71 145.0 12.0 Ductile Iron 130.0 false 0.001 Open 158.84 5,076.32 5,076.31 0.01 0.08 P-72 43.0 12.0 Ductile Iron 130.0 false 0.00 Open 36.00 5,076.31 5,076.31 0.00 0.00 P-73 .,028.0 12.0 Ductile Iron 130.0 false 0.20 Open -122.84 5,076.25 5,076.31 0.05 0.05 P-74 1I,252.01 8.0 Ductile Iron 130.0 false 0.00 Open 0.0015,076.25 5,076.25 0.00 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:02:12 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 5 Scenario: Average Day Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor Control ischarge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficien (ft) (ft) Headloss ft/1000ft) (ft) P-75 330.0 12.0 Ductile Iron 130.0 false 1.45 Open 298.65 5,076.71 5,076.61 0.10 0.32 P-76 646.0 12.0 Ductile Iron 130.0 false 1.45 Open 195.84 5,076.61 5,076.52 0.09 0.13 P-77 1,311.0 8.0 Ductile Iron 130.0 false 0.00 Open -102.80 5,076.25 5,076.61 0.35 0.27 P-78 62.0 8.0 Ductile Iron 130.0 false 2.95 Open 0.00 5,074.67 5,074.67 0.00 0.00 P-86 100.0 8.0 Ductile Iron 130.0 false 1.24 Open -199.49 5,075.92 5,076.05 0.12 1.24 P-89 154.0 8.0 Ductile Iron 130.0 false 0.74 Open -231.25 5,076.65 5,076.86 0.21 1.38 P-91 64.0 8.0 Ductile Iron 130.0 false 1.63 Open -157.61 5,077.09 5,077.16 0.06 1.00 P-92 319.0 8.0 Ductile Iron 130.0 false 0.74 Open -175.44 5,076.86 5,077.11 0.25 0.77 P-93 102.0 8.0 Ductile Iron 130.0 false 1.54 Open -175.44 5,077.11 5,077.21 0.10 1.02 P-94 263.0 8.0 Ductile Iron 130.0 false 0.74 Open 0.00 5,076.36 5,076.36 0.00 0.00 P-95 264.0 8.0 Ductile Iron 130.0 false 0.74 Open 139.89 5,075.92 5,075.79 0.14 0.51 P-98 64.0 8.0 Ductile Iron 130.0 false 1.09 Open 92.34 5,076.78 5,076.76 0.02 0.31 P-99 361.0 8.0 Ductile Iron 130.0 false 1.09 Open 92.34 5,076.76 5,076.67 0.09 0.24 P-10C 159.0 8.0 Ductile Iron 130.0 false 1.09 Open 181.64 5,076.67 5,076.53 0.15 0.92 P-101 196.0 8.0 Ductile Iron 130.0 false 1.09 Open 181.64 5,076.53 5,076.35 0.17 0.89 P-10: 324.0 8:0 Ductile Iron 130.0 false 1.09 Open 191.45 5,076.35 5,076.05 0.30 0.93 P-10: 41.0 8.0 Ductile Iron 130.0 false 1.09 Open 191.45 5,076.05 5,075.99 0.06 1.46 P-10E 254.0 8.0 Ductile Iron 130.0 false 2.02 Open -89.30 5,076.67 5,076.74 0.06 0.25 P-10. 344.0 8.0 Ductile Iron 130.0 false 2.02 Open -19.26 5,076.36 5,076.36 0.00 0.01 P-11E 371.0 8.0 Ductile Iron 130.0 false 1.09 Open -5.18 4,901.62 4,901.62 0.00 0.00 P-11E 178.0 8.0 Ductile Iron 130.0 false 2.02 Open -12.40 4,901.62 4,901.62 0.00 0.01 P-11f 159.0 8.0 Ductile Iron 130.0 false 2.02 Open -16.36 4,901.62 4,901.62 0.00 0.01 P-12C 498.0 8.0 Ductile Iron 130.0 false 2.02 Open 5.18 4,901.62 4,901.62 0.00 0.00 P-12� 279.0 8.0 Ductile Iron 130.0 false 2.02 Open 7.21 4,901.62 4,901.62 0.00 0.00 P-124 251.0 8.0 Ductile Iron 130.0 false 2.02 Open -7.72 4,901.62 4,901.62 0.00 0.00 P-12E 216.0 8.0 Ductile Iron 130.0 false 1.67 Open 0.00 4,901.62 4,901.62 0.00 0.00 P-134 159.0 8.0 Ductile Iron 130.0 false 1.09 Open 16.32 4,901.63 4,901.62 0.00 0.01 P-13E 299.0 8.0 Ductile Iron 130.0 false 1.67 Open 12.40 4,901.62 4,901.62 0.00 0.01 P-14E 180.0 8.0 Ductile Iron 130.0 false 1.14 Open 16.36 4,901.62 4,901.62 0.00 0.01 P-151 435.0 8.0 Ductile Iron 130.0 false 2.42 Open -3.93 4,901.62 4,901.62 0.00 0.00 P-20E 350.0 12.0 Ductile Iron 130.0 false 1.10 Open 413.62 5,077.16 5,076.96 0.20 0.56 P-21 360.0 12.0 Ductile Iron 130.0 false 1.10 Open 390.98 5,076.96 5,076.78 0.18 0.50 P-21 145.0 8.0 Ductile Iron 130.0 false 1.67 Open 22.64 5,076.96 5,076.96 0.00 0.02 P-211 388.0 12.0 Ductile Iron 130.0 false 0.35 Open 336.52 4,902.24 4,902.10 0.14 0.35 P-21 369.0 12.0 Ductile Iron 130.0 false 0.35 Open 334.52 4,902.10 4,901.97 0.13 0.35 P-22', 130.0 8.0 Ductile Iron 130.0 false 1.13 Open -199.49 5,076.05 5,076.20 0.15 1.14 P-22 136.0 8.0 Ductile Iron 130.0 false 1.13 Open -205.74 5,076.20 5,076.36 0.16 1.20 P-224 118.0 8.0 Ductile Iron 130.0 false 0.74 Open -225.00 5,076.36 5,076.52 0.16 1.35 P-221 88.0 8.0 Ductile Iron 130.0 false 0.74 Open -231.25 5,076.52 5,076.65 0.13 1.50 P-22E 174.0 8.0 Ductile Iron 130.0 false 0.74 Open -151.36 5,076.86 5,076.97 0.11 0.61 P-227 187.0 8.0 Ductile Iron 130.0 false 0.74 Open -157.61 5,076.97 5,077.09 0.12 0.66 P-22f 104.0 8.0 Ductile Iron 130.0 false 2.02 Open -89.30 5,076.74 5,076.77 0.03 0.31 P-22E 352.0 8.0 Ductile Iron 130.0 false 2.02 Open -95.55 5,076.77 5,076.86 0.09 0.27 P-23 286.0 8.0 Ductile Iron 130.0 false 2.02 Open -9.81 5,076.35 5,076.35 0.00 0.01 P-23 75.0 8.0 Ductile Iron 130.0 false 2.02 Open -19.26 5,076.35 5,076.36 0.00 0.02 P-23 61.0 8.0 Ductile Iron 130.0 false 2.02 Open 5.18 4,901.62 4,901.62 0.00 0.00 P-231 410.0 8.0 Ductile Iron 130.0 false 2.02 Open -9.16 4,901.62 4,901.62 0.00 0.00 P-231 195.0 8.0 Ductile Iron 130.0 false 0.00 Open 8.45 4,901.62 4,901.62 0.00 0.00 P-23 176.0 8.0 Ductile Iron 130.0 false 0.00 Open -8.64 4,901.62 4,901.62 0.00 0.00 P-24 180.0 8.0 Ductile Iron 130.0 false 1.09 Open 7.21 4,901.62 4,901.62 0.00 0.00 P-241 260.0 8.0 Ductile Iron 130.01 false 1.09 Open -7.72 4,901.621 4,901.62 0.00 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:02:12 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 5 Scenario: Average Day Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor ControlDischarge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien (ft) (ft) Headloss(ft/1000ft) (ft) P-24i 360.0 8.0 Ductile Iron 130.0 false 2.08 Open 7.62 4,901.62 4,901.62 0.00 0.00 P-24, 33.0 8.0 Ductile Iron 130.0 false 2.08 Open -3.93 4,901.62 4,901.62 0.00 0.00 P-2 84.0 8.0 Ductile Iron 130.0 false 3.06 Open 10.45 4,901.63 4,901.63 0.00 0.01 P-24! 288.0 8.0 Ductile Iron 130.0 false 3.06 Open 10.45 4,901.63 4,901.62 0.00 0.01 P-24- 158.0 8.0 Ductile Iron 130.0 false 1.24 Open 13.53 4,901.63 4,901.62 0.00 0.01 P-26 253.0 12.0 Ductile Iron 130.0 false 0.00 Open 23.30 4,901.63 4,901.63 0.00 0.00 P-2611 249.0 12.0 Ductile Iron 130.0 false 0.00 Open 21.70 4,901.63 4,901.63 0.00 0.00 P-26 328.0 12.0 Ductile Iron 130.0 false 1.10 Open 220.61 4,901.74 4,901.68 0.061 0.17 P-2W 328.0 12.0 Ductile Iron 130.0 false 1.10 Open 205.61 4,901.68 4,901.63 0.05' 0.15 P-314 580.0 12.0 Ductile Iron 130.0 false 2.90 Open 195.84 5,076.46 5,076.38 0.09 0.15 P-31,9 580.0 12.0 Ductile Iron 130.0 false 2.90 Open 158.84 5,076.38 5,076.32 0.06 0.10 P-31E 440.0 12.0 Ductile Iron 130.0 false 0.00 Open 36.00 5,076.31 5,076.30 0.00 0.01 P-31 434.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 5,076.30 5,076.30 0.00 0.00 P-31f 154.0 12.0 Ductile Iron 130.0 false 0.35 Open 34.36 5,075.99 5,075.99 0.00 0.01 P-31E 154.0 12.0 Ductile Iron 130.0 false 0.35 Open -225.64 5,075.99 5,076.01 0.03 0.18 P-32C 1.0 48.0 Ductile Iron 130.0 false 0.00 Open -0.00 4,755.10 4,755.10 0.00 0.00 P-321 1.0 48.0 Ductile Iron 130.0 false 0.00 Open 746.68 4,782.80 4,782.80 0.00 0.00 P-32 1.0 48.0 Ductile Iron 130.0 false 0.00 Open 34.35 4,810.40 4,810.40 0.00 0.00 P-19( 433.0 8.0 Ductile Iron 130.0 false 0.00 Open 17.61 4,901.63 4,901.62 0.00 0.01 P-18E 109.0 8.01 Ductile Iron 130.0 false 0.00 Open -12.40 4,901.62 4,901.62 0.00 0.00 P-187 22.0 8.01 Ductile Iron 130.0 false 0.00 Open 16.36 4,901.62 4,901.62 0.00 0.00 P-18f 304.0 8.0 Ductile Iron 130.0 false 0.00 Open 59.76 5,075.99 5,075.96 0.03 0.10 P-18- 71.0 8.0 Ductile Iron 130.0 false 0.00 Open 56.96 5,075.96 5,075.95 0.01 0.09 P-191 154.0 8.0 Ductile Iron 130.0 false 0.00 Open 56.96 5,075.95 5,075.94 0.01 0.09 P-192 176.0 8.0 Ductile Iron 130.0 false 0.00 Open 54.56 5,075.94 5,075.92 0.01 0.08 P-19 249.0 8.0 Ductile Iron 130.0 false 0.00 Open 131.69 5,075.99 5,075.88 0.11 0.43 P-1 94 248.0 8.0 Ductile Iron 130.0 false 0.00 Open 45.54 5,075.88 5,075.87 0.02 0.06 P-19 132.0 8.0 Ductile Iron 130.0 false 0.00 Open 41.94 5,075.87 5,075.86 0.01 0.05 P-19 161.0 8.0 Ductile Iron 130.0 false 0.00 Open 41.94 5,075.86 5,075.851 0.01 0.05 P-197 169.0 8.0 Ductile Iron 130.0 false 0.00 Open 38.74 5,075.85 5,075.85 0.01 0.04 P-19E 34.0 8.0 Ductile Iron 130.0 false 0.00 Open 86.15 5,075.88 5,075.88 0.01 0.20 P-19E 84.0 8.0 Ductile Iron 130.0 false 0.00 Open 86.15 5,075.88 5,075.86 0.02 0.20 P-20( 222.0 8.0 Ductile Iron 130.0 false 0.00 Open 84.15 5,075.86 5,075.82 0.04 0.18 P-201 174.0 8.0 Ductile Iron 130.0 false 0.00 Open 1 84.15 5,075.82 5,075.79 0.03 0.19 P-20, 131.0 8.0 Ductile Iron 130.0 false 0.00 Open 78.55 5,075.79 5,075.77 0.02 0.16 P-20 162.0 8.0 Ductile Iron 130.0 false 0.00 Open 78.55 5,075.77 5,075.74 0.03 0.16 P-20 171.0 8.0 Ductile Iron 130.0 false 0.00 Open 75.35 5,075.74 5,075.71 0.03 0.15 P-209 168.0 8.0 Ductile Iron 130.0 false 0.00 Open 83.68 5,075.43 5,075.40 0.03 0.19 P-20 321.0, B.0 Ductile Iron 130.0 false 0.00 Open 80.08 5,075.40 5,075.34 0.05 0.17 P-20i 28.0 8.0 Ductile Iron 130.0 false 0.00 Open 80.08 5,075.34 5,075.34 0.00 0.16 P-20f 377.0 8.0 Ductile Iron 130.0 false 0.00 Open 78.08 5,075.34 5,075.27 0.06 0.16 P-21 9 164.0 8.0 Ductile Iron 130.0 false 0.00 Open 74.48 5,075.27 5,075.25 0.02 0.15 P-21 127.0 8.0 Ductile Iron 130.0 false 0.00 Open 114.16 5,075.92 5,075.88 0.04 0.33 P-21 77.0 8.0 Ductile Iron 130.0 false 0.00 Open 111.36 5,075.88 5,075.86 0.02 0.32 P-210 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 111.36 5,075.86 5,075.85 0.01 0.31 P-21f 128.0 8.0 Ductile Iron 130.0 false 0.00 Open 150.10 5,075.85 5,075.78 0.07 0.55 P-21< 122.0 8.0 Ductile Iron 130.0 false 1 0.00 Open 146.90 5,075.78 5,075.71 0.06 0.52 P-22( 30.0 8.0 Ductile Iron 130.0 false 0.00 Open 222.25 5,075.71 5,075.68 0.03 1.12 P-221 83.0 8.0 Ductile Iron 130.0 false 0.00 Open 222.25 5,075.68 5,075.58 0.09 1.13 P-23 143.0 8.0 Ductile Iron 130.0 false 0.00 Open 220.65I 5,075.58 5,075.43 0.16 1.11 P-23 227.01 8.0 1 Ductile Iron 130.0 false 0.00 Open 111.611 5,075.33 5,075.26 0.07 0.31 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:02:12 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 5 Scenario: Average Day Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor Contro Discharge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C ..oefficien (ft) (ft) Headloss ft/1000ft) (ft) i P-23 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 111.61 5,075.26 5,075.25 0.01 0.32 1 P-24 335.0 8.0 Ductile Iron 130.0 false 0.00 Open 186.09 5,075.25 5,074.98 0.27 0.81 P-24E 19.0 8.0 Ductile Iron 130.0 false 0.00 Open 184.89 5,074.98 5,074.96 0.02 0.82 P-24E 75.0 8.0 Ductile Iron 130.0 false 0.00 Open 336.54 5,074.96 - 5,074.78 0.18 2.43 P-25C 145.0 8.0 Ductile Iron 130.0 false 0.00 Open -151.65 5,074.96 5,075.04 0.08 0.56 P-251 346.0 8.0 Ductile Iron 130.0 false 0.00 Open -151.65 5,075.04 5,075.24 0.19 0.56 P-25 62.0 8.0 Ductile Iron 130.0 false 0.00 Open -153.25 5,075.24 5,075.27 0.04 0.57 P-25 267.0 8.0 Ductile Iron 130.0 false 0.00 Open -153.25 5,075.27 5,075.42 0.15 0.57 P-254 142.0 8.0 Ductile Iron 130.0 false 0.00 Open -133.49 5,075.42 5,075.48 0.06 0.44 P-25° 88.0 8.0 Ductile Iron 130.0 false 0.00 Open -134.69 5,075.48 5,075.52 0.04 0.44 P-25E 253.0 8.0 Ductile Iron 130.0 false 0.00 Open -134.69 5,075.52 5,075.64 0.11 0.45 P-25 320.0 8.0 Ductile Iron 130.0 false 0.00 Open -139.89 5,075.64 5,075.79 0.15 0.48 P-25f 318.0 8.0 Ductile Iron 130.0 false 0.00 Open 19.76 5,075.43 5,075.42 0.00 0.01 P-25f 60.0 8.0 Ductile Iron 130.0 false 0.00 Open -13.53 4,901.63 4,901.63 0.00 0.01 P-262 139.0 8.0 Ductile Iron 130.0 false 0.00 Open -15.53 4,901.63 4,901.63 0.00 0.01 P-26: 175.0 8.0 Ductile Iron 130.0 false 0.00 Open -14.82 4,901.63 4,901.63 0.00 0.01 P-264 145.0 8.0 Ductile Iron 130.0 false 0.00 Open -18.42 4,901.63 4,901.63 0.00 0.01 P-26 40.0 8.0 Ductile Iron 130.0 false 0.00 Open -18.42 4,901.63 4,901.63 0.00 0.00 P-26f 169.0 8.0 Ductile Iron 130.0 false 0.00 Open -24.52 4,901.63 4,901.63 0.00 0.02 P-26S 162.0 8.0 Ductile Iron 130.0 false 0.00 Open -28.52 4,901.63 4,901.64 0.00 0.02 P-27( 40.0 8.0 Ductile Iron 130.0 false 0.00 Open -28.52 4,901.64 4,901.64 0.00 0.02 P-27 197.0 8.0 Ductile Iron 130.0 false 0.00 Open -18.14 4,901.64 4,901.64 0.00 0.01 P-27' 134.0 8.0 Ductile Iron 130.0 false 0.00 Open -22.14' 4,901.64 4,901.64 0.00 0.01 P-27' 41.0 8.0 Ductile Iron 130.0 false 0.00 Open -22.14 4,901.64 4,901.64 0.00 0.01 P-271 173.0 8.0 Ductile Iron 130.0 false 0.00 Open -55.83 1 4,901.64 4,901.66 0.02 0.09 P-27° 101.0 8.0 Ductile Iron 130.0 false 0.00 Open -57.03 4,901.66 4,901.67 0.01 0.09 P-27E 332.0 8.0 Ductile Iron 130.0 false 0.00 Open -66.64 4,901.67 4,901.71 0.04 0.12 P-277 92.0 8.0 Ductile Iron 130.0 false 0.00 Open -113.91 4,901.71 4,901.74 0.03 0.33 P-27f 26.0 8.0 Ductile Iron 130.0 false 0.00 Open 47.27 4,901.71 4,901.71 0.00 0.06 P-27E 142.0 8.0 Ductile Iron 130.0 false 0.00 Open 47.27 4,901.71 4,901.70 0.01 0.07 P-28C 192.0 8.0 Ductile Iron 130.0 false 0.00 Open 46.07 4,901.70 4,901.69 0.01 0.06 P-281 143.0 8.0 Ductile Iron 130.0 false 0.00 Open 46.07 4,901.69 4,901.68 0.01 0.06 P-28 155.0 8.0 Ductile Iron 130.0 false 0.00 Open 42.87 4,901.68 4,901.67 0.01 0.05 P-2& 29.0 8.0 Ductile Iron 130.0 false 0.00 Open, 42.87 4,901.67 4,901.67 0.00 0.05 P-28d 161.0 8.0 Ductile Iron 130.0 false 0.00 Open 49.28 4,901.67 4,901.66 0.01 0.07 P-28E 223.0 8.0 Ductile Iron 130.0 false 0.00 Open 46.08 4,901.66 4,901.64 0.01 0.06 P-28E 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 30.90 4,901.64 4,901.64 0.00 0.04 P-287/ 218.0 8.0 Ductile Iron 130.0 false 0.00 Open 30.90 4,901.64 4,901.63 0.01 0.03 P-28E 126.0 8.0 Ductile Iron 130.0 false 0.00 Open 30.10 4,901.63 4,901.63 0.00 0.03 P-285 38.0 8.0 Ductile Iron 130.0 false 0.00 Open 22.23 4,901.63 4,901.63 0.00 0.01 P-29C 204.0 8.0 Ductile Iron 130.0 false 0.00 Open 22.23 4,901.63 4,901.63 0.00 0.02 P-291 101.0 8.0 Ductile Iron 130.0 false 0.00 Open 17.12 4,901.63 4,901.63 0.00 0.01 P-292 95.0 8.0 Ductile Iron 130.0 false 0.00 Open 16.32 4,901.63 4,901.63 0.00 0.01 P-29 226.0 8.0 Ductile Iron 130.0 false 0.00 Open -0.71 4,901.63 4,901.63 0.00 0.00 P-294 118.0 8.0 Ductile Iron 130.0 false 0.00 Open -3.11 4,901.63 4,901.63 0.00 0.00 P-29` 85.0 8.0 Ductile Iron 130.0 false 0.00 Open -3.11 4,901.63 4,901.63 0.00 0.00 P-29E 173.0 8.0 Ductile Iron 130.0 false 0.00 Open -5.11 4,901.63 4,901.63 0.00 0.00 P-29 302.0 8.0 Ductile Iron 130.0 false 0.00 Open -3.87 4,901.63 4,901.63 0.00 0.00 P-29f 233.0 8.0 Ductile Iron 130.0 false 0.00 Open -7.87 4,901.63 4,901.63 0.00 0.00 P-29f 173.0 8.0 Ductile Iron 130.0 false 0.00 Open -10.38 1 4,901.64 4,901.64 0.00 0.01 P-30C 9B.0 8.0 Ductile Iron 130.0 false 0.00 Open -11.98 4,901.64 4,901.64 0.001 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:02:12 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 5 Scenario: Average Day Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor Controll ischarge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficien (ft) (ft) Headloss ft/1000ft) (ft) P-301 162.0 8.0 Ductile Iron 130.0 false 0.00 Open -11.98 4,901.64 4,901.64 0.00 0.00 P-30' 193.0 8.0 Ductile Iron 130.0 false 0.00 Open -15.18 4,901.64 4,901.64 0.00 0.01 P-30: 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 9.61 4,901.67 4,901.67 0.00 0.00 P-304 143.0 8.0 Ductile Iron 130.0 false 0.00 Open 9.61 4,901.67 4,901.67 0.00 0.00 P-30E 170.0 8.0 Ductile Iron 130.0 false 0.00 Open 6.41 4,901.67 4,901.67 0.00 0.00 P-30E 371.0 8.0 Ductile Iron 130.0 false 0.00 Open -33.70 4,901.63 4,901.64 0.01 0.03 P-307 66.0 8.0 Ductile Iron 130.0 false 0.00 Open -9.16 4,901.63 4,901.63 0.00 0.00 P-30E 91.0 8.0 Ductile Iron 130.0 false 0.00 Open -9.16 4,901.63 4,901.63 0.00 0.01 P-30E 215.0 8.0 Ductile Iron 130.0 false 0.00 Open -9.96 4,901.63 4,901.63 0.00 0.00 P-31C 322.0 12.0 Ductile Iron 130.0 false 0.00 Open 216.00 4,901.63 4,901.58 0.05 0.15 P-311 500.0 12.0 Ductile Iron 130.0 false 0.00 Open 216.00 4,901.58 4,901.51 0.07 0.15 P-312 500.0 12.0 Ductile Iron 130.0 false 0.00 Open 216.00 4,901.51 4,901.43 0.07 0.15 P-312- 516.0 12.0 Ductile Iron 130.0 false 0.00 Open 216.00 4,901.43 4,901.36 0.08 0.15 P-32: 44.0 12.0 Ductile Iron 130.0 false 0.00 Open 144.00 4,901.36 4,901.35 0.00 0.07 P-324 358.0 12.0 Ductile Iron 130.0 false 0.00 Open 144.00 4,901.35 4,901.33 0.02 0.07 P-32E 409.0 12.0 Ductile Iron 130.0 false 0.001 Open 144.00 4,901.33 4,901.30 0.03 0.07 P-32E 49.0 12.0 Ductile Iron 130.0 false 0.00 Open 72.00 4,901.30 4,901.30 0.00 0.02 P-327 414.0 12.0 Ductile Iron 130.0 false 0.00 Open 72.00 4,901.30 4,901.29 0.01 0.02 P-32E 320.0 12.0 Ductile Iron 130.0 false 0.00 Open 72.00 4,901.29 4,901.29 0.01 0.02 P-32C 384.0 12.0 Ductile Iron 130.0 false 0.00 Open 72.00 4,901.29 4,901.28 0.01 0.02 P-33C 34.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,901.28 4,901.28 0.00 0.00 P-331 128.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,901.28 4,901.28 0.00 0.00 P-332 23.0 8.0 Ductile Iron 130.0 false 0.00 Open 117.21 5,075.43 5,075.42 0.01 0.34 P-33,- 243.01 8.01 Ductile Iron 1 130.01 false I 0.00 Open -117.211 5,075.331 5,075.42 1 0.08 0.35 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierie Inc WaterCAD v6.5[6.5120j] 02/24/05 11:02:12 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 5 of 5 Scenario: Average Day Steady State Analysis Pump Report Label Elevation Control Intake Discharge � Discharge Pump Calculated (ft) Status Pump Pump (gpm) Head Water Grade Grade (ft) Power (ft) (ft) (Hp) PMP-1 4,755.00 Off 4,755.10 5,074.78 0.00 0.00 0.00 PMP-2 4,782.70 On 4,782.80 5,079.14 746.68 296.34 55.86 PMP-3 4,810.30 On 4,810.40 5,075.99 34.36 265.59 2.30 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:13384\020\2cad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:05:07 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Average Day Steady State Analysis Reservoir Report Label Elevation Zone Inflow Calculated (ft) (gpm) Hydraulic Grade (ft) R-1 4,810.40 Zone-1 -34.35 4,810.40 R-2 4,782.80 Zone-1 -746.68 4,782.80 R-3 4,755.10 Zone-1 0.00 4,755.10 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5 16.5120j] 02/24/05 11:05:41 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA *1-203-755-1666 Page 1 of 1 Scenario: Average Day Steady State Analysis Valve Report Label Elevation Diameter Minor Control Discharge From To Headloss (ft) (in) Loss Status (gpm) HGL HGL (ft) Coefficient (ft) (ft) PRV-1 4,752.00 8.0 10.00 Throttling 336.54 5,074.64 4,902.24 172.41 PRV-2 4,776.00 8.0 0.00 Closed 0.00 4,901.63 5,076.46 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:06:26 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 MAX DAILY DEMAND INCLUDING FIRE FLOW Calculation Results Summary Scenario:Max Day w/Fire Flow [Analysis Started] Thu Feb 24 10:07.39 2005 [Fire Flow] Failed to Converge.......0 Satisfied Constraints....67 Failed Constraints.......0 Total Nodes Computed.....67 [Steady State] 0:00:00 Balanced after 4 trials;relative flow change=0.041051 Trial 1:relative flow change=1.669891 PRV PRV-1 switched from open to active PRV PRV-2 switched from open to closed Trial 2:relative flow change=0.420907 Trial 3:relative flow change=0.271943 Trial 4:relative flow change=0.041051 Flow Summary Flow Supplied 1,952.55 gpm Flow Demanded 1,952.50 gpm Flow Stored 0.00 gpm 0:00:00 Reservoir R-1 is emptying 0:00:00 Reservoir R-2 is emptying 0:00:00 Reservoir R-3 is emptying 0:00:00 PRV PRV-1 active 0:00:00 PRV PRV-2 closed [Analysis Ended] Thu Feb 24 10:07:39 2005 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3364\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:08:14 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 C N O jE 0 N N N N N N N N N N (6 O E°''� a s a a s a s a a a EU,s Q a a g a ¢ a a a a c a Q Q a a Q g a a Q g ¢ ¢ ¢ a u a -u)� Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z a a Z Z Z Z a z a a Z a a z a z a z z coo g ¢ Q a Q a Q Q ¢ � a a ¢ Q a 00 =D E E : z z z z z z z z z z z z z z z z q � z z z z O O o z z O O In o Z o z z z Q Z, >._. 0 0 0 0 0 0 0 0 0 E 0 o.E i;U, 0 U C >.N !fl L) a) a) E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E °) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 o 0 o o 0 0 o = >1 E y'a 2 Ea a 'c E c 0 a) o E NO Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 0 Q Q Q Q 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Fire Flow Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) P J-1 4.755.00 Zone-1 Demand 0.00 Fixed 0.00 5,071.50 136.93 J-2 4.755.00 Zone-1 Demand 0.00 Fixed 0.00 5,071.36 136.87 J-3 4,753.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.75 137.26 J-4 4,753.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.44 137.34 J-5 4,752.00 Zone-1 Demand 0.00 Fixed 0.00 5,069.82 137.51 J-7 4.748.50 Zone-2 Demand 0.00 Fixed 0.00 4,899.50 65.33 J-8 4,746.50 Zone- Demand 0.00 Fixed 0.00 4,898.91 65.94 J-9 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 65.94 J-10 4,749.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 64.64 J-11 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 63.99 J-12 4,751.40 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 63.82 J-13 4,758.30 Zone-2 Demand 0.00 Fixed 0.00 4,898.90 60.83 J-14 4,762.50 Zone-2 Demand 3.00 Fixed 3.00 4,898.90 59.01 J-15 4,765.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.89 57.71 J-16 4,766.40 Zone-2 Demand 0.00 Fixed 0.00 4,898.89 57.32 J-17 4,770.50 Zone-2 Demand 4.00 Fixed 4.00 4,898.88 55.55 J-18 4,776.00 Zone-2 Demand 0.00 Fixed 0.00 4,898.88 53.16 J-19 4,776.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.36 127.14 J-20 4,788.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.10 121.84 J-21 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.08 119.45 J-22 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.08 119.45 J-23 4,807.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.07 113.82 J-24 4,807.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.07 113.82 J-25 4,788.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.10 121.84 J-26 4,765.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.89 57.71 J-27 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 63.99 J-28 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 63.99 J-29 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 63.99 J-30 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 65.94 J-32 4,749.50 Zone-2 Demand 0.00 Fixed 0.00 4,900.09 65.15 J-33 4,752.50 Zone-2 Demand 0.00 Fixed 0.00 4,900.79 64.16 J-34 4,752.50 Zone-2 Demand 0.00 Fixed 0.00 4,900.79 64.16 J-35 4,753.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.75 137.26 J-36 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,072.11 125.21 J-37 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,071.98 125.16 J-38 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,071.87 125.11 J-39 4.782.50 Zone-1 Demand 0.00 Fixed 0.00 5,071.48 125.03 J-40 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.99 125.25 J-41 4.781.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.90 125.21 J-42 4.781.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.86 125.19 J-43 4,777.90 Zone-1 Demand 0.00 Fixed 0.00 5,070.48 126.59 J-44 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.45 125.01 J-45 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,072.11 125.21 J-46 4,777.00 Zone-1 Demand 0.00 Fixed 0.00 5,071.61 127.47 J-47 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,071.87 125.11 J-48 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.90 125.21 J-49 4,779.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.45 126.10 J-62 4,810.29 Zone-1 Demand 0.00 Fixed 0.00 5,069.82 112.29 J-63 4,809.50 Zone-1 Demand 0.00 Fixed 0.00 5,069.77 112.61 J-64 4,809.20 Zone-1 Demand 0.00 Fixed 0.00 5,069.80 112.75 J-65 4,802.00 Zone-1 Demand 0.00 Fixed 0.00 5,069.92 115.92 J-66 4.800.60 Zone-1 Demand 0.00 Fixed 0.00 5,069.97 116.54 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:32:23 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 4 Scenario: Max Day w/ Fire Flow Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) WPM) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-67 4,797.90 Zone-1 Demand 0.00 Fixed 0.00 5,070.05 117.74 J-68 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.08 119.45 J-69 4.817.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.05 109.48 J-70 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,070.66 125.10 J-71 4,750.70 Zone-1 Demand 0.00 Fixed 0.00 5,069.82 138.07 J-78 4,768.30 Zone-1 Demand 0.00 Fixed 0.00 5,070.67 130.82 J-79 4,770.20 Zone-1 Demand 0.00 Fixed 0.00 5,070.72 130.02 J-80 4,771.10 Zone-1 Demand 0.00 Fixed 0.00 5,070.88 129.70 J-81 4,774.50 Zone-1 Demand 0.00 Fixed 0.00 5,071.08 128.32 J-82 4,776.60 Zone-1 Demand 0.00 Fixed 0.00 5,071.24 127.48 J-83 4,781.00 Zone-1 Demand 0.00 Fixed 0.00 5,071.43 125.65 J-84 4,777.00 Zone-1 Demand 0.00 Fixed 0.00 5,071.50 127.42 J-85 4,773.22 Zone-1 Demand 0.00 Fixed 0.00 5,070.88 128.78 J-86 4,768.80 Zone-1 Demand 0.00 Fixed 0.00 5,070.62 130.58 J-89 4,780.20 Zone-1 Demand 0.00 Fixed 0.00 5,070.99 125.81 J-90 4,774.60 Zone-1 Demand 0.00 Fixed 0.00 5,070.99 128.23 J-91 4.772.90 Zone-1 Demand 0.00 Fixed 0.00 5,070.93 128.94 J-92 4,770.60 Zone-1 Demand 0.00 Fixed 0.00 5,070.86 129.91 J-93 4,768.20 Zone-1 Demand 0.00 Fixed 0.00 5,070.72 130.89 J-94 4,768.20 Zone-1 Demand 0.00 Fixed 0.00 5,070.69 130.87 J-97 4,775.80 Zone-1 Demand 0.00 Fixed 0.00 5,071.06 127.75 J-98 4.772.20 Zone-1 Demand 0.00 Fixed 0.00 5,070.86 129.22 J-101 4,780.80 Zone-2 Demand 0.00 Fixed 0.00 4,898.85 51.08 J-102 4,774.80 Zone-2 Demand 0.00 Fixed 0.00 4,898.85 53.67 J-103 4.772.20 Zone-2 Demand 0.00 Fixed 0.00 4,898.86 54.80 J-104 4.777.90 Zone-2 Demand 0.001 Fixed 0.00, 4,898.86 52.33 J-105 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,898.86 54.76 J-106 4,770.50 Zane-2 Demand 0.00 Fixed 0.00 4,898.87 55.54 J-107 4.778.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.85 52.07 J-108 4,773.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.85 54.23 J-109 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,898.85 54.75 J-110 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,898.86 54.76 J-118 4,766.90 Zone-2 Demand 0.00 Fixed 0.00 4,898.88 57.10 J-119 4,767.80 Zone-2 Demand 0.00 Fixed 0.00 4,898.87 56.71 J-120 4,772.20 Zone-2 Demand 0.00 Fixed 0.00 4,898.86 54.80 J-128 4.768.14 Zone-2 Demand 0.00 Fixed 0.00 4,898.88 56.56 J-129 4.770.50 Zone-2 Demand 0.00 Fixed 0,011 4,898.87 55.54 J-131 4.768.40 Zone-2 Demand 0.00 Fixed 0.00 4,898.87 56.45 J-172 4,782.00 Zone-1 Demand 0.001 Fixed 0.00 5,071.21 125.13 J-173 4,782.00 Zone-1 Demand 56.60 Fixed 56.60 5,071.19 125.12 J-174 4,752.30 Zone-2 Demand 5.00 Fixed 5.00 4,901.49 64.55 J-179 4,770.50 Zone-1 Demand 15.63 Fixed 15.62 5,070.79 129.92 J-180 4,773.40 Zone-1 Demand 15.63 Fixed 15.62 5,070.98 128.75 J-181 4,778.80 Zone-1 Demand 15.63I Fixed 15.62 5,071.32 126.56 J-182 4,776.00 Zone-1 Demand 15.63 Fixed 15.62 5,071.10 127.68 J-183 4,771.80 Zone-1 Demand 23.63 Fixed 23.63 5,070.86 129.39 J-186 4,778.50 Zone-2 Demand 35.85 Fixed 35.85 4,898.85 52.07 J-187 4,775.10 Zone-2 Demand 42.73 Fixed 42.72 4,898.85 53.54 J-188 '..772.90 Zane-2 Demand 37.33 Fixed 37.33 4,898.85 54.49 J-189 4.768.40 Zone-2 Demand 28.88 Fixed 28.88 4,898.87 56.45 J-190 ;,766.80 Zone-2 Demand 0.00 Fixed 0.00 4,898.88 57.15 J-191 4,766.20 Zone-2 Demand 0.00 Fixed 0.00 4,898.88I 57.41 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:32:23 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 4 Scenario: Max Day w/ Fire Flow Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-198 4,754.85 Zone-2 Demand 4.00 Fixed 4.00 4,898.91 62.33 J-201 4,747.50 Zone-2 Demand 37.50 Fixed 37.50 4,899.19 65.63 J-225 4,782.50 Zone-1 Demand 92.50 Fixed 92.50 5,070.19 124.47 J-226 4,800.50 Zone-1 Demand 90.00 Fixed 90.00 5,070.07 116.63 J-227 4.809.90 Zone-1 Demand 650.00 Fixed 650.00 5,069.74 112.42 J-112 4.771.85 Zone-1 Demand 7.00 Fixed 7.00 5,070.68 129.29 J-113 4.771.44 Zone-1 Demand 0.00 Fixed 0.00 5,070.68 129.47 J-114 4,770.62 Zone-1 Demand 6.00 Fixed 6.00 5,070.67 129.82 J-115 4,768.64 Zone-1 Demand 0.00 Fixed 0.00 5,070.64 130.66 J-116 4,769.28 Zone-1 Demand 9.00 Fixed 9.00 5,070.64 130.38 J-117 4,768.65 Zone-1 Demand 0.00 Fixed 0.00 5,070.64 130.65 J-121 4,767.83 Zone-1 Demand 8.00 Fixed 8.00 5,070.63 131.01 J-122 4,766.58 Zone-1 Demand 0.00 Fixed 0.00 5,070.63 131.55 J-123 4,768.14 Zone-1 Demand 0.00 Fixed 0.00 5,070.64 130.88 J-124 4,766.86 Zone-1 Demand 5.00 Fixed 5.00 5,070.63 131.43 J-125 4,766.73 Zone-1 Demand 0.00 Fixed 0.00 5,070.62 131.48 J-126 4,766.49 Zone-1 Demand 14.00 Fixed 14.00 5,070.61 131.58 J-127 4,765.79 Zone-1 Demand 0.00 Fixed 0.00 5,070.60 131.88 J-130 4,765.02 Zone-1 Demand 8.00 Fixed 8.00 5,070.60 132.21 J-132 4.763.84 Zone-11 Demand 0.00 Fixed 0.00 5,070.59 132.72 J-133 4,760.26 Zone-1 Demand 0.00 Fixed 0.00 5,070.52 134.24 J-134 4,761.06 Zone-1 Demand 9.00 Fixed 9.00 5,070.52 133.89 J-135 4,757.85 Zone-1 Demand 0.00 Fixed 0.00 5,070.51 135.27 J-136 4,757.42 Zone-1 Demand 5.00 Fixed 5.00 5,070.51 135.46 ' J-137 4,754.93 Zone-1 Demand 9.00 Fixed 9.00 5,070.50 136.53 J-138 4,753.60 Zone-1 Demand 0.00 Fixed 0.00 5,070.50 137.11 J-139 4,767.78 Zone-1 Demand 7.00 Fixed 7.00 5,070.65 131.04 J-140 4,767.21 Zone-1 Demand 0.00 Fixed 0.00 5,070.64 131.28 J-141 4,765.21 Zone-1 Demand 8.00 Fixed 8.00 5,070.61 132.13 J-142 4,763.29 Zone-1 Demand 0.00 Fixed 0.00 5,070.58 132.951 J-143 4.762.09 Zone-1 Demand ' 4.00 Fixed 4.00 5,070.56 133.46 J-145 4,754.19 Zone-1 Demand 0.00 Fixed 0.00 5,070.50 136.85 J-146 4,752.30 Zone-1 Demand 3.00 Fixed 3.00 5,070.47 137.66 J-147 4,752.30 Zone-1 Demand 0.00 Fixed 0.00 5,070.47 137.66 J-148 4,753.62 Zone-1 Demand 0.00 Fixed 0.00 5,070.48 137.09 J-149 4,757.23 Zone-1 Demand 4.00 Fixed 4.00 5,070.50 135.54 J-150 4,757.85 Zone-1 Demand 0.00 Fixed 0.00 5,070.50 135.27 J-151 4,761.72 Zone-1 Demand 0.00 Fixed 0.00 5,070.52 133.60 J-152 4,763.11 Zone-1 Demand 3.00 Fixed 3.00 5,070.54 133.01 J-153 4,764.27 Zone-1 Demand 0.00 Fixed 0.00 5,070.55 132.51 J-154 4,767.63 Zone-1 Demand 13.00 Fixed 13.00 5,070.57 131.07 J-155 4,767.62 Zone-2 Demand 5.00 Fixed 5.00 4,898.89 56.79 J-156 4,766.43 Zone-2 Demand 0.00 Fixed 0.00 4,898.89 57.31 J-157 4,764.74 Zone-2 Demand 9.00 Fixed 9.00 4,898.90 58.04 J-158 4,763.47 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 58.60 J-159 4,762.97 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 58.81 J-160 4,760.85 Zone-2 Demand 10.00 Fixed 10.00 4,898.93 59.74 J-161 4,758.78 Zone-2 Demand 0.00 Fixed 0.00 4,898.95 60.64 J-162 4,758.00 Zone-2 Demand 0.00 Fixed 0.00 4,898.95 60.98 J-163 4,755.35 Zone-2 Demand 10.00 Fixed 10.00 4,898.96 62.14 J-164 4.753.04 Zone-21 Demand 0.00 Fixed 0.00 4,898.98 63.14 J-165 4.752.77 Zone-21 Demand 0.00 Fixed 0.00 4,898.98 63.26 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\2cad\watercad\cybnTistr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120jj 02/24/05 10:32:23 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 4 Scenario: Max Day w/ Fire Flog, Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-166 4,754.10 Zone-2 Demand 3.00 Fixed 3.00 4,899.06 62.72 J-167 4,754.60 Zone-2 Demand 0.00 Fixed 0.00 4,899.11 62.52 J-168 4,750.10 Zone-2 Demand 0.00 Fixed 0.00 4,899.34 64.57 J-169 4.750.10 Zone-2 Demand 0.00 Fixed 0.00 4,899.33 64.56 J-170 4,751.23 Zone-2 Demand 3.00 Fixed 3.00 4,899.28 64.05 J-171 4,752.35 Zone-2 Demand 0.00 Fixed 0.00 4,899.21 63.54 J-175 4,754.92 Zone-2 Demand 8.00 Fixed 8.00 4,899.16 62.41 J-176 4,756.32 Zone-2 Demand 0.00 Fixed 0.00 4,899.12 61.78 J-177 4,756.65 Zone-2 Demand 0.00 Fixed 0.00 4,899.11 61.64 J-178 4,757.75 Zone-2 Demand 8.00 Fixed 8.00 4,899.05 61.13 J-184 4,758.93 Zone-2 Demand 0.00 Fixed 0.00 4,898.97 60.59 J-185 4,759.22 Zone-2 Demand 0.00 Fixed 0.00 4,898.97 60.46 J-192 4,761.80 Zone-2 Demand 2.00 Fixed 2.00 4,898.93 59.33 J-193 4,763.72 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 58.49 J-194 4,764.49 Zone-2 Demand 0.00 Fixed 0.00 4,898.91 58.16 J-195 4,766.58 Zone-2 Demand 0.00 Fixed 0.00 4,898.89 57.25 J-196 4,767.62 Zone-2 Demand 2.00 Fixed 2.00 4,898.89 56.79 J-197 4,767.78 Zone-2 Demand 6.00 Fixed 6.00 4,898.89 56.73 J-199 4,768.23 Zone-2 Demand 0.00 Fixed 0.00 4,898.89 56.53 J-200 4,767.81 Zone-2 Demand 5.00 Fixed 5.00 4,898.89 56.71 J-202 4,764.68 Zone-2 Demand ` 10.00 Fixed 10.00 4,898.91 58.07 J-203 4,759.35 Zone-2 Demand 4.00 Fixed 4.00 4,898.96 60.40 -J-2 4T5 one- Leman --O OD--Fbmd 0.00 498.@& a�10 J-205 4,760.32 Zone-2 Demand 8.00 Fixed 8.00 4,898.97 59.99 J-206 4,754.80 Zone-2 Demand 0.00 Fixed 0.00 4,899.11 62.44 J-207 4.755.52 Zone-2 Demand 8.00 Fixed 8.00 4,899.11 62.12 J-208 4,760.24 Zone-2 Demand 0.00 Fixed 0.00 4,898.90 59.99 J-209 4,761.62 Zone-2 Demand 2.00 Fixed 2.00 4,898.91 59.40 J-210 4,746.18 Zone-2 Demand 0.00 Fixed 0.00 4,898.65 65.97 J-211 4,743.71 Zone-2 Demand 0.00 Fixed 0.00 4,898.25 66.86 J-212 4,741.23 Zone-2 Demand 0.00 Fixed 0.00 4,897.84 67.76 J-213 4,740.80 Zone-2 Demand 180.00 Fixed 180.00 4,897.42 67.76 J-214 4,741.10 Zone-2 Demand 0.00 Fixed 0.00 4,897.41 67.63 J-215 4,742.58 Zone-2 Demand 0.00 Fixed 0.001 4,897.27 66.93 J-216 4,740.75 Zone-2 Demand 180.00 Fixed 180.00 4,897.11 67.65 J-217 4,740.46 Zone-2 Demand 0.00 Fixed 0.00` 4,897.11 67.77 J-218 4,737.94 Zone-2 Demand 0.00 Fixed 0.00 4,897.06 68.85 J-219 4,735.99 Zone-2 Demand 0.00 Fixed 0.00 4,897.03 69.67 J-220 4,735.13 Zone-2 Demand 180.00 Fixed 180.00 4,896.99 70.03 J-221 4,735.43 Zone-2 Demand 0.00 Fixed 0.00 4,896.99 69.90 J-222 4,735.86 Zone-2 Demand 0.00 Fixed 0.00 4,896.99 69.71 J-223 4,760.00 Zone-1 Demand 0.00 Fixed 0.00 5,070.52 134.35 J-224 4,757.03 Zone-1 Demand 14.00 Fixed 14.00 5,070.51 135.63 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:32:23 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 4 Scenario: Max Day w/ Fire Flow Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen-Check Minor Control Discharge Upstream Structure Downstream Structure Pressure eadloss (ft) (in) illiam Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficient (ft) (ft) Headloss ft/1000ff (ft) P-1 250.0 12.0 Ductile Iron 130.0 false 0.80 Open 721.85 5,071.90 5,071.50 0.40 1.60 P-2 28.0 12.0 Ductile Iron 130.0 false 1.60 Open 721.85 5,071.50 5,071.36 0.14 5.11 P-3 385.0 12.0 Ductile Iron 130.0 false 1.15 Open 721.85 5,071.36 5,070.75 0.61 1.58 P-4 188.0 12.0 Ductile Iron 130.0 false 0.70 Open 721.85 5,070.75 5,070.44 0.31 1.63 P-5 302.0 12.0 Ductile Iron 130.0 false 0.70 Open 841.28 5,070.44 5,069.82 0.62 2.05 P-6 59.0 12.01 Ductile Iron 130.0 false 0.35 Open 841.28 5,069.82 5,069.69 0.14 2.36 P-10 67.0 12.0 Ductile Iron 130.0 false 2.03 Open -28.22 4,898.91 4,898.91 0.00 0.00 P-11 353.0 12.0 Ductile Iron 130.0 false 0.35 Open -28.22 4,898.91 4,898.91 0.00 0.00 P-12 185.0 12.0 Ductile Iron 130.0 false 0.00 Open 56.72 4,898.91 4,898.91 0.00 0.01 P-13 50.0 12.0 Ductile Iron 130.0 false 0.50 Open 56.71 4,898.91 4,898.91 0.00 0.02 P-15 364.0 12.0 Ductile Iron 130.0 false 0.00 Open 78.34 4,898.90 4,898.90 0.01 0.02 P-16 283.0 12.0 Ductile iron 130.0 false 0.35 Open 75.34 4,898.90 4,898.89 0.01 0.02 P-17 77.0 12.0 Ductile Iron 130.0 false 0.35 Open 75.33 4,898.89 4,898.89 0.00 0.03 P-18 360.0 12.0 Ductile Iron 130.0 false 0.00 Open 48.52 4,898.89 4,898.88 0.00 0.01 P-19 393.0 12.0 Ductile Iron 130.0 false 0.00 Open 44.52 4,898.88 4,898.88 0.00 0.01 P-20 16.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,898.88 4,898.88 0.00 0.00 P-21 16.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 5,070.36 5,070.36 0.00 0.00 P-24 32.0 12.0 Ductile Iron 130.0 false 1.60 Open 90.00 5,070.08 5,070.08 0.00 0.08 P-26 34.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,070.07 5,070.07 0.00 0.00 P-27 47.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,070.10 5,070.10 0.00 0.00 P-28 47.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,898.89 4,898.89 0.00 0.00 P-29 65.0 8.0 Ductile Iron 130.0 false 0.75 Open 0.00 4,898.91 4,898.91 0.00 0.00 I P-30 47.0 8.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,898.91 4,898.91 0.00 0.00 P-31 22.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,898.91 4,898.91 0.00 0.00 P-32 47.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 4,898.91 4,898.91 0.00 0.00 P-34 365.0 12.0 Ductile Iron 130.0 false 0.35 Open 836.30 4,900.79 4,900.09 0.69 1.90 P-35 308.0 12.0 Ductile Iron 130.0 false 0.35 Open 836.30 4,900.09 4,899.50 0.59 1.92 P-36 28.0 8.0 Ductile iron 130.0 false 1.28 Open 0.00 4,900.79 4,900.79 0.00 0.00 P-37 94.0 8.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,070.75 5,070.75 0.00 0.00 P-38 945.0 12.0 Ductile Iron I 130.0 false 1.10 Open 822.42 5,073.87 5,072.11 1.76 1.86 P-39 39.0 12.0 Ductile Iron 130.0 false 0.70 Open 822.42 5,072.11 5,071.98 0.13 3.28 P-40 71.0 12.0 Ductile Iron 130.0 false 0.70 Open 640.68 5,071.98 5,071.87 0.11 1.62 P-41 331.0 12.0 Ductile Iron 130.0 false 0.35 Open 640.67 5,071.87 5,071.48 0.39 1.17 P-43 154.0 12.0 Ductile Iron 130.0 false 0.35 Open 424.25 5,070.99 5,070.90 0.09 0.57 P-44 63.0 12.0 Ductile Iron 130.0 false 0.35 Open 424.25 5,070.90 5,070.86 0.04 0.64 P-46 114.0 12.0 Ductile Iron 130.0 false 0.35 Open 286.36 5,070.48 5,070.45 0.03 0.28 P-47 270.0 12.0 Ductile Iron 130.0 false 1.80 Open 286.36 5,070.45 5,070.36 0.09 0.32 P-48 49.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,072.11 5,072.11 0.00 0.00 P-49 409.0 8.0 Ductile iron 130.0 false 2.56 Open 181.75 5,071.98 5,071.61 0.37 0.91 P-50 26.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,071.87 5,071.87 0.00 0.00 P-51 26.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,070.90 5,070.90 0.00 0.00 P-52 26.0 6.0 Ductile Iron 130.0 false 1.28 Open 0.00 5,070.45 5,070.45 0.00 0.00 P-65 100.0 12.0 Ductile Iron 130.0 false 0.35 Open 408.27 5,069.88 5,069.82 0.06 0.55 P-67 135.0 12.0 Ductile Iron 130.0 false 0.10 Open -241.73 5,069.77 5,069.80 0.03 0.19 P-68 649.0 12.0 Ductile Iron 130.0 false 0.20 Open -241.73 5,069.80 5,069.92 0.12 0.19 P-69 259.0 12.0 Ductile Iron 130.0 false 0.20 Open -241.73 5,069.92 5,069.97 0.05 0.19 P-70 415.0 12.0 Ductile Iron 130.0 false 0.49 Open -241.73 5,069.97 5,070.05 0.08 0.19 P-71 145.0 12.0 Ductile Iron 130.0 false 0.00 Open 193.86 5,070.10 5,070.08 0.02 0.12 P-72 43.0 12.0 Ductile Iron 130.0 false 0.00 Open 90.00 5,070.08 5,070.08 0.00 0.03 P-73 .028.0 12.0 Ductile Iron 130.0 false 0.20 Open -103.85 5,070.05 5,070.08 0.04 0.04 P-74 .252.0 8.0 Ductile Iron 130.0 false 0.00 Open 0.00 5,070.05 5,070.05 0.00 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\33B4\020\2cad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:48:59 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 5 Scenario: Max Day w/ Fire Flow Fire Flow Analysis Pipe Report Label ILength Diameter Material Hazen-Check Minor Control Discharge Upstream Structure I Downstream Structure Pressure Headloss (ft) (in) illiam Valve Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficient (ft) (ft) Head loss 'ft/1000ft (ft) P-75 330.0 12.0 Ductile Iron 130.0 false 1.45 Open 424.25 5,070.86 5,070.66 0.20 0.62 P-76 646.0 12.0 Ductile Iron 130.0 false 1.45 Open 286.36 5,070.66 5,070.48 0.18 0.27 P-77 ,311.0 8.0 Ductile Iron 130.0 false 0.00 Open -137.89 5,070.05 5,070.66 0.61 0.47 P-78 62.0 8.0 Ductile Iron 130.0 false 2.95 Open 0.00 5,069.82 5,069.82 0.00 0.00 P-86 100.0 8.0 Ductile Iron 130.0 false 1.24 Open -130.47 5,070.67 5,070.72 0.06 0.56 P-89 154.0 8.0 Ductile Iron 130.0 false 0.74 Open -197.29 5,071.08 5,071.24 0.16 1.02 P-91 64.0 8.0 Ductile Iron 130.0 false 1.63 Open -147.21 5,071.43 5,071.48 0.06 0.87 P-92 319.0 8.0 Ductile Iron 130.0 false 0.74 Open -181.75 5,071.24 5,071.50 0.26 0.83 P-93 102.0 8.0 Ductile Iron 130.0 false 1.54 Open -181.75 5,071.50 5,071.61 0.11 1.09 P-94 263.0 8.0 Ductile Iron 130.0 false 0.74 Open 0.00 5,070.88 5,070.88 0.00 0.00 P-95 264.0 8.0 Ductile Iron 130.0 false 0.74 Open 79.09 5,070.67 5,070.62 0.04 0.17 P-98 64.0 8.0 Ductile Iron 130.0 false 1.09 Open 12.61 5,070.99 5,070.99 0.00 0.00 P-99 361.0 8.0 Ductile Iron 130.0 false 1.09 Open 12.61 5,070.99 5,070.99 0.00 0.00 P-10C 159.0 8.0 Ductile Iron 130.0 false 1.09 Open 113.02 5,070.99 5,070.93 0.06 0.38 P-101 196.0 8.0 Ductile Iron 130.0 false 1.09 Open 113.02 5,070.93 5,070.86 0.07 0.37 P-10' 324.0 8.0 Ductile Iron 130.0 false 1.09 Open 124.97 5,070.86 5,070.72 0.14 0.42 P-10' 41.0 8.0 Ductile Iron 130.0 false 1.09 Open 124.97 5,070.72 5,070.69 0.03 0.64 P-10E 254.0 8.0 Ductile Iron 130.0 false 2.02 Open -100.42 5,070.99 5,071.06 0.08 0.30 P-10f 344.0 8.0 Ductile Iron 130.0 false 2.02 Open -35.57 5,070.86 5,070.88 0.01 0.04 P-119 371.0 8.0 Ductile Iron 130.0 false 1.09 Open -12.77 4,898.85 4,898.85 0.00 0.01 P-11E 178.0 8.0 Ductile Iron! 130.0 false 2.02 Open -30.63 4,898.85 4,898.86 0.01 0.04 P-11 159.0 8.0 Ductile Iron 130.0 false 2.02 Open -40.76 4,898.86 4,898.87 0.01 0.06 P-1 2C 498.0 8.0 Ductile Iron 130.0 false 2.02 Open 12.77 4,898.85 4,898.85 0.00 0.01 P-1Z 279.0 8.0 Ductile Iron 130.0 false 2.02 Open 17.86 4,898.85 4,898.85 0.00 0.01 P-124 251.0 8.0 Ductile Iron 130.0 false 2.02 Open -19.46 4,898.85 4,898.86 0.00 0.01 P-12! 216.0 8.0 Ductile Iron 130.0 false 1.67 Open 0.00 4,898.86 4,898.86 0.00 0.00 P-1 34 159.0 8.0 Ductile Iron 130.0 false 1.09 Open 40.29 4,898.88 4,898.87 0.01 0.06 P-13 299.0 8.0 Ductile Iron 130.0 false 1.67 Open 30.63 4,898.87 4,898.86 0.01 0.03 P-14. 160.0 8.0 Ductile Iron 130.0 false 1.14 Open 40.76 4,898.88 4,898.87 0.01 0.05 P-15 435.0 8.0 Ductile Iron 130.0 false 2.42 Open -9.66 4,898.87 4,898.87 0.00 0.00 P-20S 350.0 12.0 Ductile Iron 130.0 false 1.10 Open 493.46 5,071.48 5,071.21 0.27 0.78 P-21 C 360.0 12.0 Ductile Iron 130.0 false 1.10 Open 436.86 5,071.21 5,070.99 0.22 0.62 P-211 145.0 8.0 Ductile Iron 130.0 false 1.67 Open 56.60 5,071.21 5,071.19 0.02 0.11 P-21 388.0 12.0 Ductile Iron 130.0 false 0.35 Open 841.31 4,902.24 4,901.49 0.75 1.92 P-21 369.0 12.0 Ductile Iron 130.0 false 0.35 Open 836.31 4,901.49 4,900.79 0.70 1.90 P-22 130.0 8.0 Ductile Iron 130.0 false 1.13 Open -130.47 5,070.72 5,070.79 0.07 0.51 P-22' 136.0 8.0 Ductile Iron 130.0 false 1.13 Open -146.09 5,070.79 5,070.88 0.09 0.63 P-22 118.0 8.0 Ductile Iron 130.0 false 0.74 Open -181.66 5,070.88 5,070.98 0.11 0.91 P-22 88.0 8.0 Ductile Iron 130.0 false 0.74 Open -197.29 5,070.98 5,071.08 0.10 1.11 P-22 174.0 8.0 Ductile Iron 130.0 false 0.74 Open -131.59 5,071.24 5,071.32 0.08 0.47 P-22- 187.0 8.0 Ductile Iron 130.0 false 0.74 Open I -147.21 5,071.32 5,071.43 0.11 0.58 P-22f 104.0 8.0 Ductile Iron 130.0 false 2.02 Open -100.42 5,071.06 5,071.10 0.04 0.38 P-22E 352.0 8.0 Ductile Iron 130.0 false 2.02 Open -116.04 5,071.10 5,071.24 0.13 0.38 P-23C 286.0 8.0 Ductile Iron 130.0 false 2.02 Open -11.95 5,070.86 5,070.86 0.00 0.01 P-23 75.0 8.0 Ductile Iron 130.0 false 2.02 Open -35.57 5,070.86 5,070.86 0.00 0.06 P-23 61.0 8.0 Ductile Iron 130.0 false 2.02 Open 12.77 4,898.85 4,898.85 0.00 0.02 P-23 1 410.0 8.0 Ductile Iron 130.0 false 2.02 Open -23.08 4,898.85 4,898.86 0.01 0.02 P-23f 195.0 8.0 Ductile Iron 130.0 false 0.00 Open 21.44 4,898.86 4,898.85 0.00 0.02 P-23E 176.0 8.0 Ductile Iron 130.0 false 0.00 Open -21.29 4,898.85 4,898.86 0.00 0.01 P-24 180.0 8.0 Ductile Iron 130.0 false 1.09 Open 17.86 4,898.85 4,898.85 0.00 0.01 P-24 260.0 8.0 Ductile Iron 130.0 false 1.09 Open -19.46 4,898.851 4,898.85 0.00 0.01 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:48:59 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 5 Scenario: Max Day w/ Fire Flog. Fire Flow Analysis Pipe Report Label Lang* Diameter Material Hazen-Check Minor Control Discharge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) illiam Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficient (ft) (ft) Headloss ft/1000ft (ft) P-24 360.0 8.0 Ductile Iron 130.0 false 2.08 Open 19.22 4,898.88 4,898.87 0.00 0.01 P-24 33.0 8.0 Ductile Iron 130.0 false 2.08 Open -9.66 4,898.87 4,898.87 0.00 0.01 P-24 84.0 8.0 Ductile Iron 130.0 false 3.06 Open 26.82 4,898.89 4,898.88 0.00 0.03 P-24° 288.0 8.0 Ductile Iron 130.0 false 3.06 Open 26.82 4,898.88 4,898.88 0.01 0.03 P-24 158.0 8.0 Ductile Iron 130.0 false 1.24 Open 33.16 4,898.88 4,898.88 0.01 0.04 P-26C 253.0 12.0 Ductile Iron 130.0 false 0.00 Open 56.71 4,898.91 4,898.91 0.00 0.01 P-26 249.0 12.0 Ductile Iron 130.0 false 0.00 Open 52.71 4,898.91 4,898.90 0.00 0.01 P-26 328.0 12.0 Ductile Iron 130.0 false 1.10 Open 549.29 4,899.50 4,899.19 0.32 0.96 P-261 328.0 12.0 Ductile Iron 130.0 false 1.10 Open 511.79 4,899.19 4,898.91 0.28 0.84 P-3V 580.0 12.0 Ductile Iron 130.0 false 2.90 Open 286.36 5,070.36 5,070.19 0.17 0.30 P-31E 580.0 12.0 Ductile Iron 130.0 false 2.90 Open 193.86 5,070.19 5,070.10 0.08 0.14 P-31E 440.0 12.0 Ductile Iron 130.0 false 0.00 Open 90.00 5,070.08 5,070.07 0.01 0.03 P-31 i 434.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 5,070.07 5,070.07 0.00 0.00 P-31 f 154.0 12.0 Ductile Iron 130.0 false 0.35 Open 408.27 5,069.82 5,069.74 0.08 0.53 P-31 E 154.0 12.0 Ductile Iron 130.0 false 0.35 Open -241.73 5,069.74 5,069.77 0.03 0.20 P-32C 1.0 48.0 Ductile Iron, 130.0 false 0.00 Open 721.85 4,755.10 4,755.10 0.00 0.00 P-321 1.0 48.0 Ductile Iron I 130.0 false I 0.00 Open 822.42 4,782.80 4,782.80 0.00 0.00 P-3Z 1.0 48.0 Ductile Iron 130.0 false 0.00 Open 408.27 4,810.40 4,810.40 0.00 0.00 P-19C 433.0 8.0 Ductile Iron 130.0 false 0.00 Open 44.52 4,898.88 4,898.86 0.02 0.06 P-1 BE 109.0 8.0 Ductile Iron 130.0 false 0.00 Open -30.63 4,898.86 4,898.86 0.00 0.03 P-18 22.0 8.0 Ductile Iron 130.0 false 0.00 Open 40.76 4,898.87 4,898.87 0.00 0.04 P-181 304.0 8.0 Ductile Iron 130.0 false 0.00 Open 39.19 5,070.69 5,070.68 0.01 0.04 P-18f 71.0 B.0 Ductile Iron 130.0 false 0.00 Open 32.19 5,070.68 5,070.68 0.00 0.03 P-1 91 154.0 8.0 Ductile Iron 130.0 false 0.00 Open 32.19 5,070.68 5,070.67 0.00 0.03 P-19 176.0 8.0 Ductile Iron 130.0 false 0.00 Open 26.19 5,070.67 5,070.67 0.00 i 0.02 P-19 249.0 8.0 Ductile Iron 130.0 false 0.001 Open 85.78 5,070.69 5,070.64 0.05 0.19 P-1 94 248.0 8.0 Ductile Iron 130.0 false 0.00 Open 29.98 5,070.64 5,070.64 0.01 0.03 P-19 132.0 8.0 Ductile Iron 130.0 false 0.00 Open 20.98 5,070.64 5,070.64 0.00 0.01 P-19 161.0 8.0 Ductile Iron 130.0 false 0.00 Open 20.98 5,070.64 5,070.63 0.00 0.01 PAM 169.0 8.0 Ductile Iron 130.0 false 0.00 Open 12.98 5,070.63 5,070.63 0.00 0.01 P-19E 34.0 8.0 Ductile Iron 130.0 false 0.00 Open 55.80 5,070.64 5,070.64 0.00 0.09 P-19E 84.0 8.0 Ductile Iron 130.0 false 0.00 Open 55.80 5,070.64 5,070.63 0.01 0.08 P-20C 222.0 8.0 Ductile Iron 130.0 false 0.00 Open 50.80 5,070.63 5,070.62 0.02 0.07 P-201 174.0 8.0 Ductile Iron 130.0 false 0.00 Open 50.80 5,070.62 5,070.61 0.01 0.07 P-20' 131.0 8.0 Ductile Iron 130.0 false 0.00 Open 36.80 5,070.61 5,070.60 0.01 0.04 P-20 162.0 8.0 Ductile Iron 130.0 false 0.00 Open 36.80 5,070.60 5,070.60 0.01 0.04 P-204 171.0 8.0 Ductile Iron 130.0 false 0.00 Open 28.80 5,070.60 5,070.59 0.00 0.02 P-20E 168.0 8.0 Ductile Iron 130.0 false 0.00 Open 42.61 5,070.52 5,070.52 0.01 0.05 P-20E 321.0 8.0 Ductile Iron' 130.0 false 0.00 Open 33.61 5,070.52 5,070.51 0.01 0.03 P-207 28.0 8.0 Ductile Iron 130.0 false 0.00 Open 33.61 5,070.51 5,070.51 0.00 0.03 P-20f 377.0 8.0 Ductile Iron 130.0 false 0.00 Open 28.61 5,070.51 5,070.50 0.01 0.02 P-21A 164.0 8.0 Ductile Iron 130.0 false 0.00 Open 19.61 5,070.50 5,070.50 0.00 0.01 P-21' 127.0 8.0 Ductile Iron 130.0 false 0.00 Open 77.56 5,070.67 5,070.65 0.02 0.16 P-21 77.0 8.0 Ductile Iron 130.0 false 0.00 Open 70.56 5,070.65 5,070.64 0.01 0.13 P-21 7 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 70.56 5,070.64 5,070.63 0.01 0.13 P-21E 128.0 8.0 Ductile Iron 130.0 false 0.00 Open 83.54 5,070.63 5,070.61 0.02 0.18 P-21E 122.0 8.0 Ductile Iron 130.0 false 0.00 Open 75.54 5,070.61 5,070.59 0.02 0.15 P-22C 30.0 8.0 Ductile Iron 130.0 false 0.00 Open 104.35 5,070.59 5,070.58 0.01 0.28 P-221 83.0 8.0 Ductile Iron 130.0 false 0.00 Open 104.35 5,070.58 5,070.56 0.02 0.27 P-23 143.0 8.01 Ductile Iron 130.0 false 0.00 Open 100.35 5,070.56 5,070.52 0.04 0.25 P-234 227.0 8.0 Ductile Iron 130.0 false 0.00 Open 43.70 5,070.51 5,070.501 0.011 0.04 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:48:59 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 5 Scenario: Max Day w/ Fire Flog, Fire Flow Analysis Pipe Report Label Lengt Diameter Material Hazen-Check Minor Control Discharge Upstream Structure Downstream Structure Pressure eadioss (ft) (in) Wllfiam alve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficient (ft) (ft) Headloss ft/1000ft (ft) P-23E 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 43.70 5,070.50 5,070.50 0.00 0.04 P-24E 335.0 8.0 Ductile Iron 130.0 false 0.00 Open 63.31 5,070.50 5,070.47 0.02 0.07 P-24E 19.0 8.0 Ductile Iron 130.0 false 0.00 Open 60.31 5,070.47 5,070.47 0.00 0.08 P-24E 75.0 8.0 Ductile Iron 130.0 false 0.00 Open 119.43 5,070.47 5,070.44 0.03 0.36 P-25C 145.0 8.0 Ductile Iron 130.0 false 0.00 Open -59.12 5,070.47 5,070.48 0.01 0.06 P-251 346.0 8.0 Ductile Iron 130.0 false 0.00 Open -59.12 5,070.48 5,070.50 0.02 0.06 P-25� 62.0 8.0 Ductile Iron 130.0 false 0.00 Open -63.12 5,070.50 5,070.50 0.00 0.07 P-252 267.0 8.0 Ductile Iron 130.0 false 0.00 Open -63.12 5,070.50 5,070.52 0.02 0.07 P-254 142.0 8.0 Ductile Iron 130.0 false 0.00 Open -63.09 5,070.52 5,070.54 0.01 0.10 P-25E 88.0 8.0 Ductile Iron 130.0 false 0.00 Open -66.09 5,070.54 5,070.55 0.01 0.11 P-25E 253.0 8.0 Ductile Iron 130.0 false 0.00 Open -66.09 5,070.55 5,070.57 0.03 0.11 P-257 320.0 8.0 Ductile Iron 130.0 false 0.00 Open -79.09 5,070.57 5,070.62 0.05 0.16 P-25E 318.0 8.0 Ductile Iron 130.0 false 0.00 Open 0.04 5,070.52 5,070.52 0.00 0.01 P-25E 60.0 8.0 Ductile Iron 130.0 false 0.00 Open -33.16 4,898.88 4,898.89 0.00 0.03 P-262 139.0 8.0 Ductile Iron 130.0 false 0.00 Open -38.16 4,898.89 4,898.89 0.01 0.04 P-262 175.0 8.0 Ductile Iron 130.0 false 0.00 Open -36.39 4,898.89 4,898.90 0.01 0.04 P-264 145.0 8.0 Ductile Iron 130.0 false 0.00 Open -45.39 4,898.90 4,898.91 0.01 0.06 P-26E, 40.0 8.0 Ductile Iron 130.0 false 0.00 Open -45.39 4,898.91 4,898.91 0.00 0.06 P-26E 169.0 8.0 Ductile Iron 130.0 false 0.00 Open -62.88 4,898.91 4,898.93 0.02 0.10 P-26E 162.0 8.0 Ductile Iron 130.0 false 0.00 Open -72.88 4,898.93 4,898.95 0.02 0.14 P-27C 40.0 8.0 Ductile Iron 130.0 false 0.00 Open -72.88 4,898.95 4,898.95 0.01 0.13 P-271 197.0 8.0 Ductile Iron 130.0 false 0.00 Open -46.45 4,898.95 4,898.96 0.01 0.05 P-27� 134.0 8.0 Ductile Iron 130.0 false 0.00 Open -56.45 4,898.96 4,898.98 0.01 0.08 P-272 41.0 8.0 Ductile Iron 130.0 false 0.00 Open -56.45 4,898.98 4,898.98 0.00 0.07 P-274 173.0 8.0 Ductile Iron 130.0 false 0.00 Open -141.39 4,898.98 4,899.06 0.08 0.49 P-27E 101.0 8.0 Ductile Iron 130.0 false 0.00 Open -144.39 4,899.06 4,899.11 0.05 0.51 P-27E 332.0 8.0 Ductile Iron 130.0 false 0.00 Open -168.04 4,899.11 4,899.34 0.22 0.67 P-27/ 92.0 8.0 Ductile Iron 130.0 false 0.00 Open -287.01 4,899.34 4,899.50 0.17 1.81 P-27E 26.0 8.0 Ductile Iron 130.0 false 0.00 Open 118.97 4,899.34 4,899.33 0.01 0.36 P-27� 142.0 8.0 Ductile Iron 130.0 false 0.00 Open 118.97 4,899.33 4,899.28 0.05 0.35 P-28C 192.0 8.0 Ductile Iron 130.0 false 0.00 Open 115.97 4,899.28 4,899.21 0.06 0.34 P-281 143.0 8.0 Ductile Iron 130.0 false 0.00 Open 115.97 4,899.21 4,899.16 0.05 0.34 P-28, 155.0 8.0 Ductile Iron 130.0 false 0.00 Open 107.97 4,899.16 4,899.12 0.05 0.30 P-282 29.0 8.0 Ductile Iron 130.0 false 0.00 Open 107.97 4,899.12 4,899.11 0.01 0.29 P-284 161.0 8.0 Ductile Iron 130.0 false 0.00 Open 123.62 4,899.11 4,899.05 0.06 0.38 P-28E 223.0 8.0 Ductile Iron 130.0 false 0.00 Open 115.62 4,899.05 4,898.97 0.07 0.34 P-28E 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 77.19 4,898.97 4,898.97 0.01 0.15 P-287 218.0 8.0 Ductile Iron 130.0 false 0.00 Open 77.19 4,898.97 4,898.93 0.03 0.16 P-28E 126.0 8.0 Ductile Iron 130.0 false 0.00 Open 75.19 4,898.93 4,898.91' 0.02 0.15 P-28E 38.0 8.0 Ductile Iron 130.0 false 0.00 Open 55.05 4,898.91 4,898.91 0.00 0.09 P-29C 204.0 8.0 Ductile Iron 130.0 false 0.00 Open 55.05 4,898.91 4,898.89 0.02 0.08 P-291 101.0 8.0 Ductile Iron 130.0 false 0.00 Open 42.29 4,898.89 4,898.89 0.01 0.05 P-29� 95.0 8.0 Ductile Iron 130.0 false 0.00 Open 40.29 4,898.89 4,898.88 0.00 0.05 P-292 226.0 8.0 Ductile Iron 130.0 false 0.00 Open -1.76 4,898.89 4,898.89 0.00 0.00 P-294 118.0 8.0 Ductile Iron 130.0 false 0.00 Open -7.761 4,898.89 4,898.89 0.00 0.00 P-29E 85.0 8.0 Ductile Iron 130.0 false 0.00 Open -7.76 4,898.89 4,898.89 0.001 0.00 P-29E 173.0 8.0 Ductile iron 130.0 false 0.00 Open -12.76 4,898.89 4,898.89 0.001 0.01 P-297 302.0 8.0 Ductile Iron 130.0 false 0.00 Open -10.14 4,898.91 4,898.91 0.00 0.00 P-29E 233.0 8.0 Ductile Iron 130.0 false 0.00 Open -20.14 4,898.91 4,898.91 0.00 0.01 P-29E 173.0 8.0 Ductile Iron 130.0 false 0.00 Open -26.43 4,898.95 4,898.96 0.00 0.02 P-30C 98.0 8.0 Ductile Iron 130.0 false 0.00 Open -30.43 4,898.96 4,898.96 0.00 0.03 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:48:59 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 4 of 5 Scenario: Max Day w/ Fire Flor. Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen-Check Minor Control Discharge Upstream Structure Downstream Structure Pressure leadloss (ft) (in) William.-Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficient (ft) (ft) Headloss ft/1000ft (ft) P-301 162.0 8.0 Ductile Iron 130.0 false 0.00 Open -30.43 4,898.96 4,898.97 0.00 0.03 P 8.0 Ductile Iron 130.0 false 0.00 Open -38.43 4,898.97 4,898.97 0.01 0.04 P-30: 41.0 8.0 Ductile Iron 130.0 false 0.00 Open 23.65 4,899.11 4,899.11 0.00 0.01 P-30 143.0 8.0 Ductile Iron 130.0; false 0.00 Open 23.65 4,899.11 4,899.11 0.00 0.02 P-30E 170.0 8.0 Ductile Iron 130.01 false 0.00 Open 15.65 4,899.11 4,899.11 0.00 0.01 P-30E 371.0 8.0 Ductile Iron 130.0' false 0.00 Open -84.94 4,898.91 4,898.98 0.07 0.18 P-307 66.0 8.0 Ductile Iron 130.0 false 0.00 Open -25.63 4,898.90 4,898.90 0.00 0.01 P-30E 91.0 8.0 Ductile Iron 130.0 false 0.00 Open I -25.63 4,898.90 4,898.91 0.00 0.01 P-30S 215.0 8.0 Ductile Iron 130.0 false 0.00 Open -27.63 4,898.91 4,898.91 0.00 0.02 P-31 C 322.0 12.0 Ductile Iron 130.0 false 0.00 Open 540.00 4,898.91 4,898.65 0.26 0.81 P-311 500.0 12.0 Ductile Iron 130.0 false 0.00 Open 540.00 4,898.65 4,898.25 0.40 0.81 P-31 500.0 12.0 Ductile Iron 130.0 false 0.00 Open 540.00 4,898.25 4,897.84 0.40 0.81 P-31 516.0 12.0 Ductile Iron 130.0 false 0.00 Open 540.00 4,897.84 4,897.42 0.42 0.81 P-32 44.0 12.0 Ductile Iron 130.0 false 0.00 Open 360.00 4,897.42 4,897.41 0.02 0.39 P-324 358.0 12.0 Ductile Iron 130.0 false 0.00 Open 360.00 4,897.41 4,897.27 0.14 0.38 P-321 409.0 12.0 Ductile Iron 130.01 false 0.00 Open 360.00 4,897.27 4,897.11 0.16 0.38 P-32E 49.0 12.0 Ductile Iron 130.0 false 0.00 Open 180.00 4,897.11 4,897.11 0.00 0.10 P-327 414.0 i 12.0 Ductile Iron 130.0 false 0.001 Open 180.00 4,897.11 4,897.06 0.04 0.11 P-32f 320.0 12.0 Ductile Iron 130.0 false 0.00 Open 180.00 4,897.06 4,897.03 0.03 0.11 P-32£ 384.0 12.0 Ductile Iron 130.0 false 0.00 Open 180.00 4,897.03 4,896.99 0.04 0.11 P-33C 34.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,896.99 4,896.99 0.00 0.00 P-331 128.0 12.0 Ductile Iron 130.0 false 0.00 Open 0.00 4,896.99 4,896.99 0.00 0.00 P-33, 23.0 8.0 Ductile Iron 130.0 false 0.00 1 Open 57.70 5,070.52 5,070.52 0.00 0.06 P-33: 243.0 8.01 Ductile Iron 1 130.01 false 1 0.00 Open -57.70 5,070.51 5,070.521 0.021 0.07 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierie Inc WaterCAD v6.5[6.5120j] 02/24/05 10:48:59 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 5 of 5 Scenario: Max Day w/ Fire Flow Fire Flow Analysis Pump Report Label Elevation Control Intake Discharge Discharge Pump Calculated (ft) Status Pump Pump (gpm) Head Water Grade Grade (ft) Power (ft) (ft) (Hp) PMP-1 4,755.00 On 4,755.10 5,071.90 721.85 316.80 57.74 PMP- 4,782.70 On 4,782.80 5,073.87 822.42 291.07 60.44 PMP-1 4,810.30 On 4,810.40 5,069.881408.27 1 259.48 26.75 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maiede Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5(6.5120j] 02/24/05 10:54:49 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Max Day w/ Fire Flov. Fire Flow Analysis Reservoir Report Label Elevation Zone Inflow Calculated (ft) (gpm) Hydraulic Grade (ft) R-1 4,810.40 Zone-1 -408.27 4,810.40 R-2 4,782.80 Zone-1 -822.42 4,782.80 R-3 4,755.10 Zone-1 -721.85 4,755.10 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:54:16 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Max Day w/ Fire Flog Fire Flow Analysis Valve Report Label Elevation Diameter Minor Control Discharge From To Headloss (ft) (in) Loss Status (gpm) HGL HGL (ft) Coefficient (ft) (ft) PRV-1 4,752.00 8.0 10.00 Throttling 841.28 5,069.69 4,902.24 167.45 PRV-2 4,776.00 8.0 0.00 Closed 0.00 4,898.88 5,070.36 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 10:53:44 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 PEAK HOURLY DEMAND Calculation Results Summary Scenario:Peak Hour [Analysis Started] Thu Feb 24 11:08:19 2005 [Steady State] 0:00:00 Balanced after 6 trials;relative flow change=0.000145 Trial 1:relative flow change= 1.533607 PRV PRV-1 switched from open to active PRV PRV-2 switched from open to closed Trial 2:relative flow change=0.454533 Trial 3:relative flow change=0.301568 Trial 4:relative flow change=0.050446 Trial 5:relative flow change=0.006208 Trial 6:relative flow change=0.000145 Flow Summary Flow Supplied 2,343.04 gpm Flow Demanded 2,343.00 gpm Flow Stored 0.00 gpm 0:00:00 Reservoir R-1 is emptying 0:00:00 Reservoir R-2 is emptying 0:00:00 Reservoir R-3 is emptying 0:00:00 PRV PRV-1 active 0:00:00 PRV PRV-2 closed [Analysis Ended] Thu Feb 24 11:08:19 2005 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:08:37 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Peak Hour Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-1 4,755.00 Zone-1 Demand 0.00 Fixed 0.00 5,063.66 133.54 J-2 4,755.00 Zone-1 Demand 0.00 Fixed 0.00 5,063.48 133.47 J-3 4,753.50 Zone-1 Demand 0.00 Fixed 0.00 5,062.71 133.78 J-4 4,753.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.33 133.83 J-5 4,752.00 Zone-1 Demand 0.00 Fixed 0.00 5,061.46 133.89 J-7 4,748.50 Zone-2 Demand 0.00 Fixed 0.00 4,898.40 64.85 J-8 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 65.36 J-9 4,746.50 Zone-2 Demand 0,00 Fixed 0.00 4,897.57 65.36 J-10 4,749.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 64.06 J-11 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 63.41 J-12 4,751.40 Zone-2 Demand 0.00 Fixed 0.00 4,897.56 63.24 J-13 4,758.30 Zone-2 Demand 0.00 Fixed 0.00 4,897.56 60.25 J-14 4,762.50 Zone-2 Demand 3.60 Fixed 3.60 4,897.54 58.43 J-15 4,765.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.54 57.13 J-16 4,766.40 Zone-2 Demand 0.00 Fixed 0.00 4,897.53 56.74 J-17 4,770.50 Zone-2 Demand 4.80 Fixed 4.80 4,897.53 54.96 J-18 4,776.001 Zone-2 Demand 0.00 Fixed 0.00 4,897.52 52.58 J-19 4,776.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.06 123.98 J-20 4,788.50 Zone-1 Demand 0.00 Fixed 0.00 5,062.85 118.70 J-21 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.84 116.31 J-22 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.84 116.31 J-23 4,807.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.82 110.68 J-24 4,807.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.82 110.68 J-25 4,788.50 Zone-1 Demand 0.00 Fixed 0.00 5,062.85 118.70 J-26 4,765.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.54 57.13 J-27 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 63.41 J-28 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 63.41 J-29 4,751.00 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 63.41 J-30 4,746.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 65.36 J-32 4,749.50 Zone-2 Demand 0.00 Fixed 0.00 4,899.23 64.78 J-33 4,752.50 Zone-2 Demand 0.00 Fixed 0.00 4,900.21 63.91 J-34 4,752.50 Zone-2 Demand 0.00 Fixed 0.00 4,900.21 63.91 J-35 4,753.50 Zone-1 Demand 0.00 Fixed 0.00 5,062.71 133.78 J-36 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,064.90 122.10 J-37 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,064.75 122.03 J-38 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,064.61 121.97 J-39 4,782.50 Zone-1 Demand 0.00 Fixed 0.00 5,064.15 121.86 J-40 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.59 122.05 J-41 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.52 122.02 J-42 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.49 122.00 J-43 4,777.90 Zone-1 Demand 0.00 Fixed 0.00 5,063.16 123.42 J-44 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.13 121.85 J-45 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,064.90 122.10 J-46 4,777.00 Zone-1 Demand 0.00 Fixed 0.00 5,064.27 124.29 J-47 4,782.70 Zone-1 Demand 0.00 Fixed 0.00 5,064.61 121.97 J-48 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.52 122.02 J-49 4,779.00 Zone-1 Demand 0.00 Fixed 0.00 5,063.13 122.93 J-62 4,810.29 Zone-1 Demand 0.00 Fixed 0.00 5,062.85 109.27 J-63 4,809.50 Zone-1 Demand 0.00 Fixed 0.00 5,062.70 109.55 J-64 4,809.20 Zone-1 Demand 0.00 Fixed 0.00 5,062.71 109.68 J-65 4,802.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.77 112.82 J-66 4,800.60 Zone-1 Demand 0.00 Fixed 0.00 5,062.79 113.44 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:09:11 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 4 Scenario: Peak Hour Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-67 4,797.90 Zone-1 Demand 0.00 Fixed 0.00 5,062.83 114.62 J-68 4,794.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.84 116.32 J-69 4,817.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.83 106.36 J-70 4,781.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.32 121.93 J-71 4,750.70 Zone-1 Demand 0.00 Fixed 0.00 5,061.46 134.45 J-78 4,768.30 Zone-1 Demand 0.00 Fixed 0.00 5,062.87 127.45 J-79 4,770.20 Zone-1 Demand 0.00 Fixed 0.00 5,062.97 126.67 J-80 4,771.10 Zone-1 Demand 0.00 Fixed 0.00 5,063.24 126.40 J-81 4,774.50 Zone-1 Demand 0.00 Fixed 0.00 5,063.56 125.06 J-82 4,776.60 Zone-1 Demand 0.00 Fixed 0.00 5,063.79 124.26 J-83 4,781.00 Zone-1 Demand 0.00 Fixed 0.00 5,064.07 122.47 J-84 4,777.00 Zone-1 Demand 0.00 Fixed 0.00 5,064.13 124.23 J-85 4,773.22 Zone-1 Demand 0.00 Fixed 0.00 5,063.24 125.48 J-86 4,768.80 Zone-1 Demand 0.00 Fixed 0.00 5,062.78 127.19 J-89 4,780.20 Zone-1 Demand 0.00 Fixed 0.00 5,063.58 122.61 J-90 4,774.60 Zone-1 Demand 0.00 Fixed 0.00 5,063.53 125.00 J-91 4,772.90 Zone-1 Demand 0.00 Fixed 0.00 5,063.39 125.68 J-92 4,770.60 Zone-1 Demand 0.00 Fixed 0.00 5,063.23 126.61 J-93 4,768.20 Zone-1 Demand 0.00 Fixed 0.00 5,062.97 127.53 J-94 4,768.20 Zone-1 Demand 0.00 Fixed 0.00 5,062.92 127.51 J-97 4,775.80 Zone-1 Demand 0.00 Fixed 0.00 5,063.61 124.52 J-98 4,772.20 Zone-1 Demand 0.00 Fixed 0.00 5,063.23 125.92 J-101 4,780.80 Zone-2 Demand 0.00 Fixed 0.00 4,897.48 50.48 J-102 4,774.80 Zone-2 Demand 0.00 Fixed 0.00 4,897.49 53.08 J-103 4,772.20 Zone-2 Demand 0.00 Fixed 0.00 4,897.50 54.21 J-104 4,777.90 Zone-2 Demand 0.00 Fixed 0.00 4,897.49 51.74 J-105 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,897.49 54.16 J-106 4,770.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.50 54.95 J-107 4,778.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.48 51.48 J-108 4,773.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.48 53.64 J-109 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,897.48 54.16 J-110 4,772.30 Zone-2 Demand 0.00 Fixed 0.00 4,897.49 54.16 J-118 4,766.90 Zone-2 Demand 0.00 Fixed 0.00 4,897.53 56.52 J-119 4,767.80 Zone-2 Demand 0.00 Fixed 0.00 4,897.52 56.12 J-120 4,772.20 Zone-2 Demand 0.00 Fixed 0.00 4,897.50 54.21 J-128 4,768.14 Zone-2 Demand 0.00 Fixed 0.00 4,897.52 55.98 J-129 4,770.50 Zone-2 Demand 0.00 Fixed 0.00 4,897.51 54.95 J-131 4,768.40 Zone-2 Demand 0.00 Fixed 0.00 4,897.51 55.86 J-172 4,782.00 Zone-1 Demand 0.00 Fixed 0.00 5,063.84 121.94 J-173 4,782.00 Zone-1 Demand 67.92 Fixed 67.92 5,063.82 121.93 J-174 4,752.30 Zone-2 Demand 6.00 Fixed 6.00 4,901.19 64.42 J-179 4,770.50 Zone-1 Demand 1B.75 Fixed 18.75 5,063.09 126.59 J-180 4,773.40 Zone-1 Demand 18.75 Fixed 18.75 5,063.41 125.47 J-181 4,778.80 Zone-1 Demand 18.75 Fixed 18.75 5,063.91 123.35 J-182 4,776.00 Zone-1 Demand 18.75 Fixed 18.75 5,063.65 124.45 J-183 4,771.80 Zone-1 Demand 28.35 Fixed 28.35 5,063.23 126.09 J-186 4,778.50 Zone-2 Demand 43.02 Fixed 43.02 4,897.48 51.48 J-187 4,775.10 Zone-2 Demand 51.27 Fixed 51.27 4,897.49 52.95 J-188 4,772.90 Zone-2 Demand 44.79 Fixed 44.79 4,897.48 53.90 J-189 4,768.40 Zone-2 Demand 34.65 Fixed 34.65 4,897.51 55.86 J-190 4,766.80 Zone-2 Demand 0.00 Fixed 0.00 4,897.53 56.56 J-191 4,766.20 Zone-2 Demand 0.00 Fixed 0.001 4,897.53 56.82 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\33B4\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:09:11 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 4 Scenario: Peak Hour Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-198 4,754.85 Zone-2 Demand 4.80 Fixed 4.80 4,897.56 61.74 J-201 4,747.50 Zone-2 Demand 45.00 Fixed 45.00 4,897.96 65.10 J-225 4,782.50 Zone-1 Demand 111.00 Fixed 111.00 5,062.91 121.32 J-226 4,800.50 Zone-1' Demand 108.00 Fixed 108.00 5,062.82 113.49 J-227 4,809.90 Zone-1 Demand 780.00 Fixed 780.00 5,062.68 109.37 J-112 4,771.85 Zone-1 Demand 8.40 Fixed 8.40 5,062.89 125.92 J-113 4,771.44 Zone-1 Demand 0.00 Fixed 0.00 5,062.89 126.10 J-114 4,770.62 Zone-1 Demand 7.20 Fixed 7.20 5,062.88 126.45 J-115 4,768.64 Zone-1 Demand 0.00 Fixed 0.00 5,062.83 127.28 J-116 4,769.28 Zone-1 Demand 10.80 Fixed 10.80 5,062.82 127.00 J-117 4,768.65 Zone-1 Demand 0.00 Fixed 0.00 5,062.81 127.27 J-121 4,767.83 Zone-1 Demand 9.60 Fixed 9.60 5,062.81 127.62 J-122 4,766.58 Zone-1 Demand 0.00 Fixed 0.00 5,062.80 128.16 J-123 4,768.14 Zone-1 Demand 0.00 Fixed 0.00 5,062.82 127.50 J-124 4,766.86 Zone-1 Demand 6.00 Fixed 6.00 5,062.81 128.04 J-125 4,766.73 Zone-1 Demand 0.00 Fixed 0.00 5,062.78 128.09 J-126 4,766.49 Zone-1 Demand 16.80 Fixed 16.80 5,062.75 128.18 J-127 4,765.79 Zone-1 Demand 0.00 Fixed 0.00 5,062.74 128.48 J-130 4,765.02 Zone-1 Demand 9.60 Fixed 9.60 5,062.73 128.80 J-132 4,763.84 Zone-1 Demand 0.00 Fixed 0.00 5,062.72 129.31 J-133 4,760.26 Zone-1 Demand 0.00 Fixed 0.00 5,062.57 130.80 J-134 4,761.06 Zone-1 Demand 10.80 Fixed 10.80 5,062.55 130.44 J-135 4,757.85 Zone-1 Demand 0.00 Fixed 0.00 5,062.52 131.82 J-136 4,757.42 Zone-1 Demand 6.00 Fixed 6.00 5,062.52 132.00 J-137 4,754.93 Zone-1 Demand 10.80 Fixed 10.80 5,062.50 133.07 J-138 4,753.60 Zone-1 Demand 0.00 Fixed 0.00 5,062.49 133.64 J-139 4,767.78 Zone-1 Demand 8.401 Fixed 8.40 5,062.83 127.66 J-140 4,767.21 Zone-1 Demand 0.001 Fixed 0.00 5,062.81 127.89 J-141 4,765.21 Zone-1 Demand 9.60 Fixed 9.60 5,062.76 128.73 J-142 4,763.29 Zone-1 Demand 0.00 Fixed 0.00 5,062.70 129.54 J-143 4,762.09 Zone-1 Demand 4.80 Fixed 4.80 5,062.65 130.04 J-145 4,754.19 Zone-1 Demand 0.00 Fixed 0.00 5,062.49 133.39 J-146 4,752.30 Zone-1 Demand 3.60 Fixed 3.60 5,062.46 134.16 J-147 4,752.30 Zone-1 Demand 0.00 Fixed 0.00 5,062.39 134.16 J-148 4,753.62 Zone-1 Demand 0.00 Fixed 0.00 5,062.42 133.60 J-149 4,757.23 Zone-1 Demand 4.80 Fixed 4.80 5,062.49 132.07 J-150 4,757.85 Zone-1 Demand 0.00 Fixed 0.00 5,062.51 131.81 J-151 4,761.72 Zone-1 Demand 0.00 Fixed 0.00 5,062.57 130.16 J-152 4,763.11 Zone-1 Demand 3.60 Fixed 3.60 5,062.60 129.58 J-153 4,764.27 Zone-1 Demand 0.00 Fixed 0.00 5,062.62 129.08 J-154 4,767.63 Zone-1 Demand 15.60 Fixed 15.60 5,062.68 127.66 J-155 4,767.62 Zone-2 Demand 6.00 Fixed 6.00 4,897.53 56.21 J-156 4,766.43 Zone-2 Demand 0.00 Fixed 0.00 4,897.54 56.73 J-157 4,764.74 Zone-2 Demand 10.80 Fixed 10.80 4,897.55 57.46 J-158 4,763.47 Zone-2 Demand 0.00 Fixed 0.00 4,897.56 58.02 J-159 4,762.97 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 58.23 J-160 4,760.85 Zone-2 Demand 12.00 Fixed 12.00 4,897.59 59.16 J-161 4,758.78 Zone-2 Demand 0.00 Fixed 0.00 4,897.62 60.07 J-162 4,758.00 Zone-2 Demand 0.00 Fixed 0.00 4,897.63 60.41 J-163 4,755.35 Zone-2 Demand 12.00 Fixed 12.00 4,897.65 61.56 J-164 4,753.04 Zone-2 Demand 0.00 Fixed 0.00 4,897.66 62.57 J-165 4,752.77 Zone-2 Demand 0.00 Fixed 0.00 4,897.67 62.69 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierie Inc WaterCAD v6.5 16.5120j] 02/24/05 11:09:11 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 4 Scenario: Peak Hour Steady State Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-166 4,754.10 Zone-2 Demand 3.60 Fixed 3.60 4,897.79 62.17 J-167 4,754.60 Zone-2 Demand 0.00 1 Fixed 0.00 4,897.86 61.98 J-168 4,750.10 Zone-2 Demand 0.00 Fixed 0.00 4,898.17 64.06 J-169 4,750.10 Zone-2 Demand 0.00 Fixed 0.00 4,898.15 64.06 J-170 4,751.23 Zone-2 Demand 3.60 Fixed 3.60 4,898.08 63.54 J-171 4,752.35 Zone-2 Demand 0.00 Fixed 0.00 4,897.99 63.01 J-175 4,754.92 Zone-2 Demand 9.60 Fixed 9.60 4,897.93 61.87 J-176 4,756.32 Zone-2 Demand 0.00 Fixed 0.00 4,897.86 61.24 J-177 4,756.65 Zone-2 Demand 0.00 Fixed 0.00 4,897.85 61.09 J-178 4,757.75 Zone-2 Demand 9.60 Fixed 9.60 4,897.76 60.58 J-184 4,758.93 Zone-2 Demand 0.00 Fixed 0.00 4,897.66 60.02 J-185 4,759.221 Zone-2 Demand 0.00 Fixed 0.00 4,897.65 59.89 J-192 4,761.80 Zone-2 Demand 2.40 Fixed 2.40 4,897.60 58.75 J-193 4,763.72 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 57.91 J-194 4,764.49 Zone-2 Demand 0.00 Fixed 0.00 4,897.57 57.58 J-195 4,766.58 Zone-2 Demand 0.00 Fixed 0.00 4,897.54 56.66 J-196 4,767.621 Zone-2 Demand 2.40 Fixed 2.40 4,897.53 56.21 J-197 4,767.78 Zone-2 Demand 7.20 Fixed 1 7.20 4,897.54 56.14 J-199 4,768.23 Zone-2 Demand 0.00 Fixed 0.00 4,897.54 55.95 1 J-200 4,767.81 Zone-2 Demand 6.00 Fixed 6.00 4,897.54 56.13 J-202 4,764.68 Zone-2 Demand 12.00 Fixed 12.00 4,897.57 57.49 J-203 4,759.35 Zone-2 Demand 4.80' Fixed 4.80 4,897.64 59.83 J-204 41759.85,Zone-2 Demand 0.001 Fixed 0.00 4,897.64 59.61 J-205 4,760.32 Zone-2 Demand 9.60 Fixed 9.60 4,897.65 59.41 J-206 4,754.80 Zone-2 Demand 0.00 Fixed 0.00 4,897.85 61.89 J-207 4,755.52 Zone-2 Demand 9.60 Fixed 9.60 4,897.85 61.58 J-208 4,760.24 Zone-2 Demand 0.00 Fixed 0.00 4,897.56 59.41 J-209 4,761.621 Zone-2 Demand 2.40 Fixed 2.40 4,897.56 58.81 J-210 4,746.18 Zone-2 Demand 0.00 Fixed 0.00 4,897.20 65.34 J-211 4,743.71 Zone-2 Demand 0.00 Fixed 0.00 4,896.63 66.16 J-212 4,741.23 Zone-2 Demand 0.00 Fixed 0.00 4,896.07 66.99 J-213 4,740.80�Zone-2 Demand 216.00 Fixed 216.00 4,895.48 66.92 J-214 4,741.10 Zone-2 Demand 0.00 Fixed 0.00 4,895.46 66.78 J-215 4,742.58 Zone-2 Demand 0.00 Fixed 0.00 4,895.27 66.06 J-216 4,740.75 Zone-2 Demand 1 216.00 Fixed 216.00 4,895.05 66.76 J-217 4,740.46 Zone-2 Demand 0.00 Fixed 0.00 4,895.04 66.88 J-218 4,737.94 Zone-2 I Demand 0.00 Fixed 0.00 4,894.98 67.94 J-219 4,735.99 Zone-2 Demand 0.00 Fixed 0.00 4,894.93 68.77 J-220 4,735.13 Zone-2 Demand 216.00 Fixed 216.00 4,894.87 69.11 J-221 4,735.431Zone-2 Demand 0.00 Fixed 0.00 4,894.87 68.98 J-222 4,735.861 Zone Demand 0.00 Fixed 1 0.00 4,894.87 68.80 J-223 4,760.00 Zone-1 Demand 0.00 Fixed 0.00 5,062.57 130.91 J-224 1 4,757.03 Zone-1 I Demand 16.80 Fixed 16.801 5,062.521 132.17 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:09:11 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 4 Scenario: Peak Hour Steady State Analysis Pipe Report Label Length Diametei Material Hazen- Check Minor Control Discharg Upstream Structure Downstream Structure PressureHeadloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien (ft) (ft) -ieadlos (ft/1000ft) (ft) P-1 250.0 12.0 Ductile Irc 130.0 false 0.80 Open 817.90 5,064.17 5,063.66 0.50 2.01 P-2 28.0 12.0 Ductile Irc 130.0 false 1.60 Open 817.90 5,063.66 5,063.48 0.18 6.52 P-3 385.0 12.0 Ductile In: 130.0 false 1.15 Open 817.90 5,063.48 5,062.71 0.77 2.00 P-4 188.0 12.0 Ductile Irc 130.0 false 0.70'Open 817.90 5,062.71 5,062.33 0.39 2.06 P-5 302.0 12.0 Ductile Irc 130.0 false 0.701 Open 1,009.54 5,062.33 5,061.46 0.87 2.87 P-6 59.0 12.0 Ductile Irc 130.0 false 0.351 Open 1,009.53 5,061.46 5,061.26 0.20 3.34 P-10 67.0 12.0 Ductile Irc 130.0 false 2.03 Open -33.40 4,897.57 4,897.57 0.00 0.01 P-11 353.0 12.0 Ductile Irc 130.0 false 0.35 Open -33.41 4,897.57 4,897.57 0.00 0.01 P-12 185.0 12.0 Ductile Irc 130.0 false 0.00 Open 68.75 4,897.57 4,897.57 0.00 0.02 P-13 50.0 12.0 Ductile Irc 130.0 false 0.50 Open 68.75 4,897.57 4,897.56 0.00 0.02 P-15 364.0 12.0 Ductile Irc 130.0 false 0.00 Open 92.24 4,897.56 4,897.54 0.01 0.03 P-16 283.0 12.0 Ductile Irc 130.0 false 0.35 Open 88.64 4,897.54 4,897.54 0.01 0.03 P-17 77.0 12.0 Ductile Irc 130.0 false 0.35 Open 88.64 4,897.54 4,897.53 0.00 0.03 P-18 360.0 12.0 Ductile Irc 130.0 false 0.00 Open 57.88 4,897.53 4,897.53 0.00 0.01 P-19 393.0 12.0 Ductile Irc 130.0 false 0.00 Open 53.08 4,897.53 4,897.52 0.00 0.01 P-20 16.0 12.0 Ductile Irc 130.0 false 0.00 Open -0.00 4,897.52 4,897.52 0.00 0.00 P-21 16.0 12.0 Ductile Irc 130.0 false 0.00 Open 0.00 5,063.06 5,063.06 0.00 0.00 P-24 32.0 12.0 Ductile Irc 130.0 false 1.60 Open 108.00 5,062.84 5,062.84 0.00 0.11 P-26 34.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,062.82 5,062.82 0.00 0.00 P-27 47.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,062.85 5,062.85 0.00 0.00 P-28 47.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 4,897.54 4,897.54 0.00 0.00 P-29 65.0 8.0 Ductile Irc 130.0 false 0.75 Open 0.00 4,897.57 4,897.57 0.00 0.00 P-30 47.0 8.0 Ductile Irc 130.0 false 0.00 Open 0.00 4,897.57 4,897.57 0.00 0.00 P-31 22.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 4,897.57 4,897.57 0.00 0.00 P-32 47.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 4,897.57 4,897.57 0.00 0.00 P-34 365.0 12.0 Ductile Irc 130.0 false 0.35 Open 1,003.55 4,900.21 4,899.23 0.98 2.67 P-35 308.0 12.0 Ductile Irc 130.0 false 0.35 Open 1,003.55 4,899.23 4,898.40 0.83 2.69 P-36 28.0 8.0 Ductile Irc 130.0 false 1.28 Open 0.00 4,900.21 4,900.21 0.00 0.00 P-37 94.0 8.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,062.71 5,062.71 0.00 0.00 P-38 945.0 12.0 Ductile In: 130.0 false 1.10 Open 912.72 5,067.04 5,064.90 2.14 2.26 P-39 39.0 12.0 Ductile irc 130.0 false 0.70 Open 912.72 5,064.90 5,064.75 0.16 4.01 P-40 71.0 12.0 Ductile Irc 130.0 false 0.70 Open 705.48 5,064.75 5,064.61 0.14 1.94 P-41 331.0 12.0 Ductile Irc 130.0 false 0.35 Open 705.47 5,064.61 5,064.15 0.46 1.39 P-43 154.0 12.0 Ductile Irc 130.0 false 0.35 Open 386.60 5,063.59 5,063.52 0.07 0.48 P-44 63.0 12.0 Ductile Irc 130.0 false 0.35 Open 386.60 5,063.52 5,063.49 0.03 0.54 P-46 114.0 12.0 Ductile Irc 130.0 false 0.35 Open 265.26 5,063.16 5,063.13 0.03 0.24 P-47 270.0 12.0 Ductile Irc 130.0 false 1.80 Open 265.26 5,063.13 5,063.06 0.07 0.27 P-48 49.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,064.90 5,064.90 0.00 0.00 P-49 409.0 8.0 Ductile Irc 130.0 false 2.56 Open 207.24 5,064.75 5,064.27 0.47 1.16 P-50 26.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,064.61 5,064.61 0.00 0.00 P-51 26.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,063.52 5,063.52 0.00 0.00 P-52 26.0 6.0 Ductile Irc 130.0 false 1.28 Open 0.00 5,063.13 5,063.13 0.00 0.00 P-65 100.0 12.0 Ductile Irc 130.0 false 0.35 Open 612.42 5,062.97 5,062.85 0.12 1.19 P-67 135.0 12.0 Ductile Irc 130.0 false 0.10 Open -167.58 5,062.70 5,062.71 0.01 0.09 P-68 649.0 12.0`Ductile Irc 130.0 false 0.20 Open -167.58 5,062.71 5,062.77 0.06 0.09 P-69 259.0 12.01 Ductile Irc 130.0 false 0.20 Open -167.58 5,062.77 5,062.79 0.02 0.10 P-70 415.0 12.0 Ductile Irc 130.0 false 0.49 Open -167.58 5,062.79 5,062.83 0.04 0.10 P-71 145.0 12.0 Ductile Irc 130.0 false 0.00 Open 154.26 5,062.85 5,062.84 0.01 0.08 P-72 43.0 12.0 Ductile Irc 130.0 false 0.00 Open 108.00 5,062.84 5,062.84 0.00 0.05 P-73 1,028.0 12.0 Ductile Irc 130.0 false 0.20 Open -46.25 5,062.83 5,062.84 0.01 0.01 P-74 1,252.0 8.0 Ductile Ircl 130.0 false 0.00 Open -0.00 5,062.83 5,062-831 0.001 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierie Inc WaterCAD v6.5[6.5120j] 02/24/05 11:11:49 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 5 Scenario: Peak Hour Steady State Analysis Pipe Report Label Length Diametei Material Hazen- Check Minor Control DischargeUpstream Structure Downstream Structure PressureHeadloss (ft) (in) William.Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C :oefficien (ft) (ft) Headlosc(ft/1000ft) (ft) P-75 330.0 12.0 Ductile Inc 130.0 false 1.45 Open 386.60 5,063.49 5,063.32 0.17 0.52 P-76 646.0 12.0 Ductile Ir 130.0 false 1.45 Open 265.26 5,063.32 5,063.16 0.15 0.24 P-77 1,311.0 8.0 Ductile In: 130.0 false 0.00 Open -121.33 5,062.83 5,063.32 0.48 0.37 P-78 62.0 8.0 Ductile Irc 130.0 false 2.95 Open 0.00 5,061 A6 5,061.46 0.00 0.00 P-86 100.0 8.0 Ductile Irc 130.0 false 1.24 Open -178.81 5,062.87 5,062.97 0.10 1.00 P-89 154.0 8.0 Ductile Inc 130.0 false 0.74 Open -246.41 5,063.56 5,063.79 0.24 1.55 P-91 64.0 8.0 Ductile Irc 130.0 false 1.63 Open -178.37 5,064.07 5,064.15 0.08 1.27 P-92 319.0 8.0 Ductile In: 130.0 false 0.74 Open -207.24 5,063.79 5,064.13 0.34 1.05 P-93 102.0 8.0 Ductile Inc 130.0 false 1.54 Open -207.24 5,064.13 5,064.27 0.14 1.40 P-94 263.0 8.0 Ductile Irc 130.0 false 0.74 Open 0.00 5,063.24 5,063.24 0.00 0.00 P-95 264.0 8.0 Ductile In: 130.0 false 0.74 Open 111.13 5,062.87 5,062.78 0.09 0.33 P-98 64.0 8.0 Ductile Irc 130.0 false 1.09 Open 72.58 5,063.59 5,063.58 0.01 0.20 P-99 361.0 8.0 Ductile Irc 130.0 false 1.09 Open 72.58 5,063.58 5,063.53 0.05 0.15 P-100 159.0 8.0 Ductile Irc 130.0 false 1.09 Open 174.28 5,063.53 5,063.39 0.14 0.85 P-101 196.0 8.0 Ductile In: 130.0 false 1.09 Open 174.28 5,063.39 5,063.23 0.16 0.83 P-102 324.0 8.0 Ductile in: 130.0 false 1.09 Open 176.03 5,063.23 5,062.97 0.26 0.80 P-103 41.0 8.0 Ductile Ir 130.0 false 1.09 Open 176.03 5,062.97 5,062.92 0.05 1.25 P-106 254.0 8.0 Ductile Irc 130.0 false 2.02 Open -101.70 5,063.53 5,063.61 0.08 0.32 P-109 344.0 8.0 Ductile Irc 130.0 false 2.02 Open -30.10 5,063.23 5,063.24 0.01 0.03 P-115 371.0 8.0 Ductile in: 130.0 false 1.09 Open -15.52 4,897.48 4,897.49 0.00 0.01 P-116 178.0 8.0 Ductile Irc 130.0 false 2.02 Open -37.19 4,897.49 4,897.50 0.01 0.05 P-119 159.0 8.0 Ductile In: 130.0 false 2.02 Open -48.82 4,897.49 4,897.50 0.01 0.09 P-120 498.0 8.0 Ductile Irc 130.0 false 2.02 Open 15.52 4,897.48 4,897.48 0.00 0.01 P-122 279.0 8.0 Ductile Irc 130.0 false 2.02 Open 21.67 4,897.49 4,897.48 0.00 0.02 P-124 251.0 8.0 Ductile In: 130.0 false 2.02 Open -23.12 4,897.48 4,897.49 0.00 0.02 P-125 216.0 8.0 Ductile Irc 130.0 false 1.67 Open 0.00 4,897.49 4,897.49 0.00 0.00 P-134 159.0 8.0 Ductile In: 130.0 false 1.09 Open 1 49.09 4,897.53 4,897.52 0.01 0.08 P-135 299.0 8.0 Ductile In: 130.0 false 1.67 Open 37.19 4,897.52 4,897.50 0.01 0.05 P-145 180.0 8.0 Ductile Irc 130.0 false 1.14 Open 48.82 4,897.52 4,897.51 0.01 0.08 P-151 435.0 8.0 Ductile Irc 130.0 false 2.42 Open -11.90 4,897.51 4,897.52 0.00 0.01 P-209 350.0 12.0 Ductile In: 130.0 false 1.10 Open 527.10 5,064.15 5,063.84 0.31 0.88 P-210 360.0 12.0 Ductile In: 130.0 false 1.10 Open 459.18 5,063.84 5,063.59 0.25 0.68 P-211 145.0 8.0 Ductile In: 130.0 false 1.67 Open 67.92 5,063.84 5,063.82 0.02 0.16 P-212 388.0 12.0 Ductile In: 130.0 false 0.35 Open 1,009.56 4,902.24 4,901.19 1.05 2.69 P-213 369.01 12.0 Ductile Irc 130.0 false 0.35 Open 1,003.56 4,901.19 4,900.21 0.99 2.67 P-222 130.0 8.0 Ductile Irc 130.0 false 1.13 Open -178.81 5,062.97 5,063.09 0.12 0.93 P-223 136.0 8.0 Ductile In: 130.0 false 1.13 Open -197.56 5,063.09 5,063.24 0.15 1.11 P-224 118.0 8.0 Ductile Irc 130.0 false 0.74 Open -227.66 5,063.24 5,063.41 0.16 1.39 P-225 88.0 8.0 Ductile In: 130.0 false 0.74 Open -246.41 5,063.41 5,063.56 0.15 1.69 P-226 174.0 8.0 Ductile Irc 130.0 false 0.74 Open -159.62 5,063.79 5,063.91 0.12 0.68 P-227 187.0 8.0 Ductile Irc 130.0 false 0.74 Open -178.37 5,063.91 5,064.07 0.16 0.83 P-228 104.0 8.0 Ductile In: 130.0 false 2.02 Open -101.70 5,063.61 5,063.65 0.04 0.39 P-229 352.0 8.0 Ductile In: 130.0 false 2.02 Open -120.45 5,063.65 5,063.79 0.15 0.41 P-230 286.0 8.0 Ductile Irc 130.0 false 2.02 Open -1.75 5,063.23 5,063.23 0.00 0.00 P-231 75.0 8.0 Ductile In: 130.0 false 2.02 Open -30.10 5,063.23 5,063.23 0.00 0.04 P-236 61.0 8.0 Ductile In: 130.0 false 2.02 Open 15.52 4,897.48 4,897.48 0.00 0.02 P-237 410.0 8.0 Ductile In: 130.0 false 2.02 Open -27.50 4,897.48 4,897.49 0.01 0.03 P-238 195.0 8.0 Ductile Irc 130.0 false 0.00 Open 25.57 4,897.49 4,897.49 0.00 0.02 P-239 176.0 8.0 Ductile Irc 130.0 false 0.00 Open -25.70 4,897.49 4,897.49 0.00 0.02 P-240 180.0 8.0 Ductile Irc 130.0 false 1.09 Open 21.67 4,897.48 4,897.48 0.00 0.02 P-241 260.0 8.0 Ductile Irc 130.0 false 1.09 Open -23.12 4,897.481 4,897.48 0.00 0.02 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrrnstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120jj 02/24/05 11:11:49 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 5 Scenario: Peak Hour Steady State Analysis Pipe Report Label Length Diametei Material Hazen- Check Minor Control Discharge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) 'William 'Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien (ft) (ft) -ieadlos (ft/1000ft) (ft) P-242 360.0 8.0 Ductile Irc 130.0 false 2.08 Open 22.75 4,897.52 4,897.51 0.01 0.02 P-243 33.0 8.0 Ductile Irc 130.0 false 2.08 Open -11.90 4,897.51 4,897.51 0.00 0.01 P-244 84.0 8.0 Ductile Ir 130.0 false 3.06 Open 30.76 4,897.53 4,897.53 0.00 0.05 P-245 288.0 8.0 Ductile Inc 130.0 false 3.06 Open 30.76 4,897.53 4,897.52 0.01 0.03 P-247 158.0 8.0 Ductile Irc 130.0 false 1.24 Open 40.81 4,897.53 4,897.52 0.01 0.06 P-260 253.0 12.0 Ductile Irc 130.0 false 0.00 Open 68.75 4,897.56 4,897.56 0.00 0.02 P-261 249.0 12.0 Ductile Irc 130.0 false 0.00 Open 63.95 4,897.56 4,897.56 0.00 0.02 P-266 328.0 12.0 Ductile Irc 130.0 false 1.10 Open 659.60 4,898.40 4,897.96 0.44 1.35 P-267 328.0 12.0 Ductile Irc 130.0 false 1.10 Open 614.60 4,897.96 4,897.57 0.39 1.19 P-314 580.0 12.0 Ductile Irc 130.0 false 2.90 Open 265.26 5,063.06 5,062.91 0.15 0.26 P-315 580.0 12.0 Ductile Irc 130.0 false 2.90 Open 154.26 5,062.91 5,062.85 0.05 0.09 P-316 440.0 12.0 Ductile In: 130.0 false 0.00 Open 108.00 5,062.84 5,062.82 0.02 0.04 P-317 434.0 12.0 Ductile Irc 130.01 false 0.00 Open 0.00 5,062.82 5,062.82 0.00 0.00 P-318 154.0 12.0 Ductile Irc 130.0' false 0.35 Open 612.42 5,062.85 5,062.68 0.17 1.13 P-319 154.0 12.0 Ductile Irc 130.0 false 0.35 Open -167.58 5,062.68 5,062.70 0.02 0.10 P-320 1.0 48.0 Ductile Irc 130.0 false 0.00 Open 817.90 4,755.10 4,755.10 0.00 0.00 P-321 1.0 48.0 Ductile Irc 130.0 false 0.00 Open 912.72 4,782.80 4,782.80 0.00 0.00 P-322 1.0 48.0 Ductile Irc 130.0 false 0.00 Open 612.42 4,810.40 4,810.40 0.00 0.00 P-190 433.0 8.0 Ductile Irc 130.0 false 0.00 Open 53.08 4,897.52 4,897.49 0.03 0.08 P-186 109.0 8.0 Ductile Irc 130.0 false 0.00 Open -37.19 4,897.50 4,897.50 0.00 0.04 P-187 22.0 8.0 Ductile Irc 130.0 false 0.00 Open 48.82 4,897.51 4,897.50 0.00 0.07 P-188 304.0 8.0 Ductile Irc 130.0 false 0.00 Open 55.31 5,062.92 5,062.89 0.03 0.09 P-189 71.01 8.0 Ductile Irc 130.0 false 0.00 Open 46.91 5,062.89 5,062.89 0.00 0.06 P-191 154.0 8.0 Ductile Irc 130.0 false 0.00 Open 46.91 5,062.89 5,062.88 0.01 0.06 P-192 176.0 8.0 Ductile Irc 130.0 false 0.00 Open 39.71 5,062.88 5,062.87 0.01 0.04 P-193 249.0 8.0 Ductile Irc 130.0 false 0.00 Open 120.72 5,062.92 5,062.83 0.09 0.36 P-194 248.0 8.0 Ductile In: 130.0 false 0.00 Open 42.60 5,062.83 5,062.82 0.01 0.05 P-195 132.0 8.0 Ductile In: 130.0 false 0.00 Open 31.80 5,062.82 5,062.81 0.00 0.03 P-196 161.0 8.0 Ductile In: 130.0 false 0.00 Open 31.80 5,062.81 5,062.81 0.00 0.03 P-197 169.0 8.0 Ductile Irc 130.0 false 0.00 Open 22.20 5,062.81 5,062.80 0.00 0.02 P-198 34.0 8.0 Ductile Irc 130.0 false 0.00 Open 78.11 5,062.83 5,062.82 0.01 0.16 P-199 84.0 8.0 Ductile Irc 130.0 false 0.00 Open 78.11 5,062.82 5,062.81 0.01 0.16 P-200 222.0 8.0 Ductile Irc 130.0 false 0.00 Open 72.11 5,062.81 5,062.78 0.03 0.14 P-201 174.0 8.0 Ductlle Irc 130.0 false 0.00 Open 72.11 5,062.78 5,062.75 0.02 0.14 P-202 131.0 8.0 Ductile Irc 130.0 false 0.00 Open 55.31 5,062.75 5,062.74 0.01 0.09 P-203 162.0 8.0 Ductile Irc 130.0 false 0.00 Open 55.31 5,062.74 5,062.73 0.01 0.08 P-204 171.0 8.0 Ductile Irc 130.0 false 0.00 Open 45.71 5,062.73 5,062.72 0.01 0.06 P-205 168.0 8.0 Ductile In: 130.0 false 0.00 Open 65.65 5,062.57 5,062.55 0.02 0.12 P-206 321.0 8.0 Ductile In: 130.0 false 0.00 Open 54.85 5,062.55 5,062.52 0.03 0.08 P-207 26.0 8.0 Ductile Irc 130.0 false 0.00 Open 54.85 5,062.52 5,062.52 0.00 0.09 P-208 377.0 8.0 Ductile In: 130.0 false 0.00 Open 48.85 5,062.52 5,062.50 0.03 0.07 P-214 164.0 8.0 Ductile Irc 130.0 false 0.00 Open 38.05 5,062.50 5,062.49 0.01 0.04 P-215 127.0 8.0 Ductile In: 130.0 false 0.00 Open 107.39 5,062.87 5,062.83 0.04 0.30 P-216 77.0 8.0 Ductile Irc 130.0 false 0.00 Open 98.99 5,062.83 5,062.81 0.02 0.25 P-217 41.0 8.0 Ductile Irc 130.0 false 0.00 Open 98.99 5,062.81 5,062.80 0.01 0.26 P-218 128.0 8.0 Ductile Irc 130.0 false 0.00 Open 121.19 5,062.80 5,062.76 0.05 0.37 P-219 122.0 8.0 Ductile Irc 130.0 false 0.00 Open 111.59 5,062.76 5,062.72 0.04 0.31 P-220 30.0 8.0 Ductile Irc 130.0 false 0.00 Open 157.31 5,062.72 5,062.70 0.02 0.60 P-221 83.0 8.0 Ductile Irc 130.0 false 0.00 Open 157.31 5,062.70 5,062.65 0.05 0.59 P-232 143.0 8.0 Ductile Irc 130.0 false 0.00 Open 152.51 5,062.65 5,062.57 0.08 0.56 P-234 227.0 8.0 Ductile Ircl 130.0 false 0.00 Open 66.98 5,062.521 5,062.491 0.031 0.12 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j) 02/24/05 11:11:49 AM ©Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of 5 Scenario: Peak Hour Steady State Analysis Pipe Report Label Length Diametei Material Hazen- Check Minor Control Discharge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien, (ft) (ft) Headlos.,(ft/1000ft) (ft) P-235 41.0 8.0 Ductile Irc 130.0 false 0.00 Open 66.98 5,062.49 5,062.49 0.00 0.12 P-246 335.0 8.0 Ductile In: 130.0 false 0.00 Open 105.02 5,062.49 5,062.40 0.09 0.28 P-248 19.0 8.0 Ductile Irc 130.0 false 0.00 Open 101.42 5,062.40 5,062.39 0.00 0.26 P-249 75.0 8.0 Ductile Irc 130.0 false 0.00 Open 191.64 5,062.39 5,062.33 0.06 0.86 P-250 145.0 8.0 Ductile Irc 130.0 false 0.00 Open -90.22 5,062.39 5,062.42 0.03 0.21 P-251 346.0 8.0 Ductile Irc 130.0 false 0.00 Open -90.22 5,062.42 5,062.49 0.07 0.21 P-252 62.0 8.0 Ductile Irc 130.0 false 0.00 Open -95.02 5,062.49 5,062.51 0.01 0.24 P-253 267.0 8.0 Ductile Irc 130.0 false 0.00 Open -95.02 5,062.51 5,062.57 0.06 0.23 P-254 142.0 8.0 Ductile Irc 130.0 false 0.00 Open -91.93 5,062.57 5,062.60 0.03 0.22 P-255 88.0 8.0 Ductile Irc 130.0 false 0.00 Open -95.53 5,062.60 5,062.62 0.02 0.24 P-256 253.0 8.0 Ductile Irc 130.0 false 0.00 Open -95.53 5,062.62 5,062.68 0.06 0.24 P-257 320.0 8.0 Ductile Irc 130.0 false 0.00 Open -111.13 5,062.68 5,062.78 0.10 0.31 P-258 318.0 8.0 Ductile Irc 130.0 false 0.00 Open 3.09 5,062.57 5,062.57 0.00 0.00 P-259 60.0 8.0 Ductile Irc 130.0 false 0.00 Open -40.81 4,897.53 4,897.53 0.00 0.05 P-262 139.0 8.0 Ductile Irc 130.0 false 0.00 Open -46.81 I 4,897.53 4,897.54 0.01 0.06 P-263 175.0 8.0 Ductile Irc 130.0 false 0.00 Open -44.54 4,897.54 4,897.55 0.01 0.06 P-264 145.0 8.0 Ductile Irc 130.0 false 0.00 Open -55.34 4,897.55 4,897.56 0.01 0.08 P-265 40.0 8.0 Ductile Irc 130.0 false 0.00 Open -55.34 4,897.56 4,897.57 0.00 0.09 P-268 169.0 8.0 Ductile Irc 130.0 false 0.00 Open -74.09 4,897.57 4,897.59 0.02 0.15 P-269 162.0 8.0 Ductile Irc 130.0 false 0.00 Open -86.09 4,897.59 4,897.62 0.03 0.20 P-270 40.0 8.0 Ductile In: 130.0 false 0.00 Open -86.09 4,897.62 4,897.63 0.01 0.20 P-271 197.0 8.0 Ductile Irc 130.0 false 0.00 Open -54.61 4,897.63 4,897.65 0.02 0.08 P-272 134.0 8.0 Ductile Irc 130.0 false 0.00 Open -66.61 4,897.65 4,897.66 0.02 0.12 P-273 41.0 8.0 Ductile Irc 130.0 false 0.00 Open -66.61 4,897.66 4,897.67 0.00 0.12 P-274 173.0 8.0 Ductile Irc 130.0 false 0.00 Open -168.77 4,897.67 4,897.79 0.12 0.68 P-275 101.0 8.0 Ductile In: 130.0 false 0.00 Open -172.37 4,897.79 4,897.86 0.07 0.70 P-276 332.0 8.0 Ductile In: 130.0 false 0.00 Open -201.25 4,897.86 4,898.17 0.31 0.94 P-277 92.0 8.0 Ductile Irc 130.0 false 0.00 Open -343.95 4,898.17 4,898.40 0.23 2.53 P-278 26.0 8.0 Ductile Irc 130.0 false 0.00 Open 142.70 4,898.17 4,898.15 0.01 0.49 P-279 142.0 8.0 Ductile Irc 130.0 false 0.00 Open 142.70 4,898.15 4,898.08 0.07 0.50 P-280 192.0 8.0 Ductile In: 130.0 false 0.00 Open 139.10 4,898.08 4,897.99 0.09 0.47 P-281 143.0 8.0 Ductile In: 130.0 false 0.00 Open 139.10 4,897.99 4,897.93 0.07 0.47 P-282 155.0 8.0 Ductile Irc 130.0 false 0.00 Open 129.50 4,897.93 4,897.86 0.06 0.42 P-283 29.0 8.0 Ductile Irc 130.0 false 0.00 Open 129.50 4,897.86 4,897.85 0.01 0.42 P-284 161.0 8.0 Ductile Irc 130.0 false 0.00 Open 148.78 4,897.85 4,897.76 0.09 0.53 P-285 223.0 8.0 Ductile in: 130.0 false 0.00 Open 139.18 4,897.76 4,897.66 0.11 0.48 P-286 41.0 8.0 Ductile Irc 130.0 false 0.00 Open 93.30 4,897.66 4,897.65 0.01 0.23 P-287 218.0 8.0 Ductile Irc 130.0 false 0.00 Open 93.30 4,897.65 4,897.60 0.05 0.23 P-288 126.0 8.0 Ductile in: 130.0 false 0.00 Open 90.90 4,897.60 4,897.57 0.03 0.21 P-289 38.0 8.0 Ductile Irc 130.0 false 0.00 Open 66.96 4,897.57 4,897.57 0.00 0.13 P-290 204.0 8.0 Ductile In: 130.0 false 0.00 Open 66.96 4,897.57 4,897.54 0.02 0.12 P-291 101.0 8.0 Ductile Irc 130.0 false 0.00 Open 51.49 4,897.54 4,897.53 0.01 0.07 P-292 95.0 8.0 Ductile irc 130.0 false 0.00 Open 49.09 4,897.53 4,897.53 0.01 0.07 P-293 226.0 8.0 Ductile Irc 130.0 false 0.00 Open -2.27 4,897.54 4,897.54 0.00 0.00 P-294 118.0 8.0 Ductile Irc 130.0 false 0.00 Open -9.47 4,897.54 4,897.54 0.00 0.00 P-295 85.0 8.0 Ductile Irc 130.0 false 0.00 Open -9.47 4,897.54 4,897.54 0.00 0.00 P-296 173.0 8.0 Ductile Irc 130.0 false 0.00 Open -15.47 4,897.54 4,897.54 0.00 0.01 P-297 302.0 8.0 Ductile Irc 130.0 false 0.001 Open -11.94 4,897.57 4,897.57 0.00 0.00 P-298 233.0 8.0 Ductile Irc 130.0 false 0.00I Open -23.94 4,897.57 4,897.57 0.00 0.02 P-299 173.0 8.0 Ductile Irc 130.0 false 0.00 Open -31.48 4,897.63 4,897.64 0.00 0.03 P-300 98.0 8.0 Ductile In: 130.01 false 0.00 Open -36.28 4,897.64 4,897.641 0.001 0.04 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120jj 02/24/05 11:11:49 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 5 Scenario: Peak Hour Steady State Analysis Pipe Report Label Length Diametei Material Hazen- Check Minor Control Discharge Upstream Structure Downstream Structure Pressure Headloss (ft) (in) WilliamsValve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien (ft) (ft) leadlos (ft/1000ft) (ft) P-301 162.0 8.0 Ductile Irc 130.0 false 0.00 Open -36.28 4,897.64 4,897.65 0.01 0.04 P-302 193.0 8.0 Ductile Irc 130.0 false 0.00 Open -45.88 4,897.65 4,897.66 0.01 0.06 P-303 41.0 8.0 Ductile Irc 130.0 false 0.00 Open 28.88 4,897.86 4,897.85 0.00 0.02 P-304 143.0 8.0 Ductile Irc 130.0 false 0.00 Open 28.88 4,897.85 4,897.85 0.00 0.02 P-305 170.0 8.0 Ductile Irc 130.0 false 0.00 Open 19.28 4,897.85 4,897.85 0.00 0.01 P-306 371.0 8.0 Ductile Irc 130.0 false 0.00 Open -102.16 4,897.57 4,897.67 0.10 0.27 P-307 66.0 8.0 Ductile 1 130.0 false 0.00 Open -28.29 4,897.56 4,897.56 0.00 0.03 P-308 91.0 8.0 Ductile Irc 130.0 false 0.00 Open -28.29 4,897.56 4,897.56 0.00 0.02 P-309 215.0 8.0 Ductile Irc 130.0 false 0.00 Open -30.69 4,897.56 4,897.57 0.01 0.03 P-310 322.0 12.0 Ductile Irc 130.0 false 0.00 Open 648.00 4,897.57 4,897.20 0.37 1.13 P-311 500.0 12.0 Ductile Irc 130.0 false 0.00 Open 648.00 4,897.20 4,896.63 0.57 1.13 P-312 500.0 12.0 Ductile Irc 130.0 false 0.00 Open 648.00 4,896.63 4,896.07 0.57 1.14 P-313 516.0 12.0 Ductile Irc 130.0 false 0.00 Open 648.00 4,896.07 4,895.48 0.59 1.13 P-323 44.0 12.0 Ductile Irc 130.0 false 0.00 Open 432.00 4,895.48 4,895.46 1 0.02 0.53 P-324 358.0 12.0 Ductile Irc 130.0 false 0.00 Open 432.00 4,895.46 4,895.27 0.19 0.54 P-325 409.0 12.0 Ductile Irc 130.0 false 0.00 Open 432.00 4,895.27 4,895.05 0.22 0.53 P-326 49.0 12.0 Ductile Irc 130.0 false 0.00 Open 216.00 4,895.05 4,895.04 0.01 0.15 P-327 414..0 12.0 Ductile Irc 130.0 false 0.00 Open 216.00 4,895.04 4,894.98 0.06 0.15 P-328 320.0 12.0 Ductile Irc 130.0 false 0.00 Open 216.00 4,894.98 4,894.93 0.05 0.15 P-329 384.0 12.0 Ductile Irc 130.0 false 0.00 Open 216.00 4,894.931 4,894.87 0.06 0.15 P-330 34.0 12.0 Ductile Irc 130.0 false 0.00 Open 0.00 4,894.87 4,894.87 0.001 0.00 P-331 128.0 12.0 Ductile Irc 130.0 false 0.00 Open 0.00 4,894.87 4,894.87 0.00 0.00 P-332 23.0 8.0 Ductile Irc 130.0 false 0.00 Open 83.78 5,062.57 5,062.57 0.00 0.19 P-333 1 243.01 8.0 Ductile Irc 130.01 false 1 0.00 1 Open 1 -83.78 5,062.52 5,062.57 0.04 0.18 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:11:49 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 5 of 5 Scenario: Peak Hour Steady State Analysis Pump Report Label Elevation Control Intake Discharge Discharge Pump Calculated (ft) Status Pump Pump (gpm) Head Water Grade Grade (ft) Power (ft) (ft) (Hp) PIMP-1 4,755.00 On 4,755.10 5,064.17 817.90 309.07 63.82 PMP-2 4,782.70 On 4,782.80 5,067.04 912.72 284.24 65.50 PMP-3 4,810.30 On 4,810.4015,062.97 612.421 252.571 39.05 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:12:17 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Peak Hour Steady State Analysis Reservoir Report Label Elevation Zone Inflow Calculated (ft) (gpm) Hydraulic Grade (ft) R-1 4,810.40 Zone-1 -612.42 4,810.40 R-2 4,782.80 Zone-1 -912.72 4,782.80 R-3 4,755.10 Zone-1 1 -817.90 4,755.10 Title:Valley West Water Plan-Phase 3 Project Engineer:Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:12:28 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Peak Hour Steady State Analysis Valve Report Label Elevation Diameter Minor Control Discharge From To Headloss (ft) (in) Loss Status (gpm) HGL HGL (ft) Coefficient (ft) (ft) PRV-1 4,752.00 8.0 10.00 Throttling 1,009.53 5,061.26 4,902.24 159.02 PRV-2 4,776.00 8.0 0.00 Closed 0.00 4,897.52 5,063.06 0.00 Title:Valley West Water Plan-Phase 3 Project Engineer: Morrison-Maierle Inc. h:\3384\020\acad\watercad\cybrmstr.wcd Morrison-Maierle Inc WaterCAD v6.5[6.5120j] 02/24/05 11:12:43 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 FIRE HYDRANT FLOW CAPACITIES HYDRANT Q VS P RELATIONSHIP 12-Oct-2001 Pito Pressure(psi)_ Static Pressure(psi)= Residual Pressure(psi)= Hydrant Flow(Q@= 1502.96 (gpm) Pressure Drop Measured During Test(ho= 50 (static pressure-test flow residual) Outlet Diameter(d)=®(in) hr=Pressure Drop to the Desired Residual Pressure(hi)=static pressure-required residual Or=Flow available at the desired residual pressure Req.Residual sh Head ift hr jDsll Or Lqpmi 0.00 0.00 150.00 272014 10.00 23.10 140.00 2620.67 20.00 46.20 130.00 2517.86 30.00 69.30 120.00 2411.35 40.00 92.40 110.00 2300.67 50.00 115.50 100.00 2185.26 60.00 138.60 90.00 2064.40 70.00 161.70 80.00 1937.19 80.00 184.80 70.00 1802.42 90.00 207.90 60.00 1658.46 100.00 231.00 50.00 1502.96 110.00 254.10 40.00 1332.34 120.00 277.20 30.00 1140.64 130.00 300.30 20.00 916.34 140.00 323.40 10.00 630.24 145.00 334.95 5.00 433.46 Hydrant Flow Capacity Durston Rd. & Ferguson Ave. 160 a 140 - � 120 - 100 IL 80 \I :2 60 rn CC 40 I I a 20 0 0 500 1000 1500 2000 2500 3000 Flow(gpm) HYDRANT Q VS P RELATIONSHIP 12-Oct-2001 Pito Pressure(psi)= Static Pressure(psi)= Residual Pressure(psi)= Hydrant Flow(Qt)= 1455.23 (gpm) Pressure Drop Measured During Test(hi)= 40 (static pressure-test Flow residual) Outlet Diameter(d)=®(in) hr=Pressure Drop to the Desired Residual Pressure(ho=static pressure-required residual Or=Flow available at the desired residual pressure Req.Resldual psi) Head(ft) hr psl Or ml 0.00 0.00 140.00 2862.34 10.00 23.10 130.00 2750.10 20.00 46.20 120.00 2633.77 30.00 69.30 110.00 2512.88 40.00 92.40 100.00 2386.82 50.00 115.50 90.00 2254.81 60.00 138.60 80,00 2115.87 70.00 161.70 70.00 1968.67 80.00 184.80 60.00 1811.43 90.00 207.90 50.00 1841.59 100.00 231.00 40.00 1455.23 110.00 254.10 30.00 1245.85 120.00 277.20 20.00 1000.87 130.00 300.30 10.00 688.37 140.00 323.40 0.00 0.00 Hydrant Flow Capacity West Babcock & Ferguson Ave. 140 I ! m-120 - I � 100 - ! a� I I L 80 60 a) 40 - ~ I a� 20 n, 0 0 500 1000 1500 2000 2500 3000 Flow (gpm) HYDRANT Q VS P RELATIONSHIP 12-Oct-2001 Pito Pressure(psi)= Static Pressure(psi)= Residual Pressure(psi)_ Hydrant Flow(Qf)= 1637.81 (gpm) Pressure Drop Measured During Test(hf)= 35 (static pressure-test flow residual) Outlet Diameter(d)=®(in) hr=Pressure Drop to the Desired Residual Pressure(hf)=static pressure-required residual Or=Flow available at the desired residual pressure Reg.Residual(psi) Head ft hr Dsl Qr m 0.00 0.00 115.00 3113.46 10.00 23.10 105.00 2964.21 20.00 46.20 95.00 2808.26 30.00 69.30 85.00 2644.56 40.00 92.40 75.00 2471.72 50.00 115.50 65.00 2287.91 60.00 138.60 55.00 2090.56 70.00 161.70 45.00 1875.86 80.00 184.80 35.00 1637.81 90.00 207.90 25.00 1365.70 100.00 231.00 15.00 1036.47 110.00 254.10 5.00 572.68 115.00 265.65 0.00 0.00 FxHydrant Flow Capacity Valley Commons & Ferguson Ave. 120 ! ! (n-100 - (D - I N 80 - - a� I I ! 60 Cn 40 a) 20 \ n, I I ` 0 , 0 500 1000 1500 2000 2500 3000 3500 Flow (gpm) WATERCAD MODEL let,,-4v 7//,3/0 DURSTON ROAR y» DURSTON ROAD ..rni ..,.arc rx, Jrl waae ..) ^- rr J� awa .M, M1t •1 T a-: .arv-r �+ ^> x ^ 1�� b�] t Jn rm r^aa J•' «� r1n t }w CONNECTION TO EXISTING SYSTEM MODELED AS A PUMP WITH A na rl p1>. RESERVIOR AS A WATER SUPPLY. ! n{ PUMP CURVE CALCULATED BY FIRE 's FLOW FROM HYDRANT LOCATED AT rm THE CORNER OF DURSTON ROAD xr J-/N r1 1 «aT In J,ya AND FE=RGUSDN AVENUE. ,N «aat _►qa lGD(1 V t�,Ji> J'tla «1f IU L ru «m la1 �O y1M J-„] raas r1N «aR 1n .+m rw-..r1 rs in Y>o IN ram /N N1 Ifl S 1N rIN 1a «"a 1u «. _«1 r1 r *na Ti F r1A IN W .7 rl. «IN «tar rmJaN ,J-laa ru r1n rl a r11t yas.-a ?rn d LJ'1aa a yln F � p D3 !yls xwr-,rs rm ylw ym ...e r.a _rw Jlo�w d-n � Y s L J4a' f i'rles Cra �'yr. ra � d rec yn rlla ? Mn: .ra.r J-10: �yla: j,ra '�' rta rR• ►9: man rr. rlLs r1t� 1 9- 1 P-M hlb raU• a�taa 1`aF1 rm ru: I 2 ylaa I yla rW YIM .Mat n-W J;l" 'raa � yea J�If Na r/a a_a]I ,,.,c. 'Na ,rY raa0 J-lac fYla rf+ Pt1In 1 M n.-a r}� t WEST BABCOCK STRL1'E''rP 'r«R' CONNECTION TO EXISTING SYSTEM MODELED AS A PUMP WITH A RESERVIOR AS A WATER SUPPLY PUMP CURVE CALCULATED BY FIRE FLOW FROM HYDRANT LOCATED AT Q1 THE CORNER OF WEST BABCOCK C. STREET AND FERGUSON AVENUE Q C, rm z 0 o.. ram Jes FALCON STREET q y 1 $ xt, \ \y+nr ~max+ rm yaeJ.-s ran �1-1 FALCON STREET CONNECTION TO E4S7NG SYSTEM rb GRAPHIC SCAB MODELED AS<a-e A PUMP R RESERVIOR ASA WATER SUPPLY. PUMP CURE CALCULATED BY FIRE FLOW FROM HYDRANT LOCATED AT 1 boob- DOD M -^— THE CORNER OF FALLON STREET AND FERGUSON AVENUE. MORRISON = VALLEY WEST SUB. MAIERLE,iNL PHASE-#3 4 ar��r t•^I WATERCAD MODEL CW4 AMID ENTERPRISES LLC FIELD WORK DALE:1/26/005 PLOTTED DATE: Feb/24/2005 JAO SCALE.1'm300' DRAWING NAME: DRAWN BY: IM\]aM\mb\ac,o\xtfnsM\na+nr.er.wq CHECKED PROD iC:3364.020 SHEET 1 DF I