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HomeMy WebLinkAboutFire Flow AnalysisDesign Report Waterline Fire Flow Analysis for Dove Crossing Subdivision College Station, Texas Sep Revii s � ed October 2004 Prepared By: TEXCON General Contractors 1707 Graham Road College Station, Texas 77845 (979) 764 -7743 OF r`A% i 5�P•'' ••''• 9 JOSEPH P. SCHULTZ p -��f -64- 1.0 INTRODUCTION & DESCRIPTION The purpose of this report is to provide a description of the proposed waterlines to be constructed with the Dove Crossing Subdivision, and to provide the results of the analysis of the waterlines under fire flow conditions. An existing 12" waterline is located along Graham Road adjacent to the project site. The proposed waterline to supply the site will connect to the 12" waterline. The water main will be constructed using 6 ", 8 ", and 12" diameter pipe. The waterline for this project will be constructed of DR -14, PVC pipe meeting the requirements of AWWA C -909 with mechanical joint fittings. 2.0 FIRE FLOW REQUIREMENTS The flow required for fire hydrant flow for the subdivision is 1,500 gallons per minute (gpm), which can be split between 2 adjacent fire hydrants. With each fire hydrant evaluated with a minimum flow of 1000 gpm and a flow of 500 gpm at the adjacent fire hydrant. 3.0 WATERLINE SYSTEM ANALYSIS The waterline system was analyzed using the WaterCAD computer program developed by Haestad Methods, Inc. A normal domestic use flow of 1.5 gpm was included in the analysis for each of the 460 residential lots. This results in a normal demand of 690 gpm, which was included in the analysis. The residual pressure in the existing 12" waterline was determined by calculating the headloss at a flow of 2,190 gpm for the existing line. Exhibit "A -1 ", in Appendix A, presents the results of a pressure /flow test from fire hydrants connected to the existing 12" waterline along Graham Road. A static pressure of 91 psi and a residual pressure of 89 psi with the hydrant flow at 1,500 gpm were determined by College Station Public Utility personnel. The residual pressure of 87 psi at a flow of 2,190 gpm was calculated using the following equation: QR = QF (HR /1 Where: QR = Q available @ desired residual pressure Q = Q during fire flow test H = pressure drop to desired residual pressure H = pressure drop during fire flow test This results in a residual pressure of 87 psi where the proposed waterline will connect to the 12" waterline. The hydraulic grade was set at this pressure at the start of the proposed waterline, Junction R -1. The computer model was run with a fire flow of 1,000 gpm at one hydrant location and 500 gpm at the other for each combination of hydrants proposed for each phase of this project. Exhibit B -1 in Appendix B is a schematic of the proposed waterline for Phase 1, which shows the locations of the fire hydrants proposed for Phase 1. Exhibit "13-2" is a summary of the pipe system junction nodes with the fire flow at fire hydrants NoA and No. 3b, showing the lowest residual pressure. The lowest residual pressure occurred in the system at Junction J -22 and J -23. The pressure at this point is estimated by the model to be 80.3 psi, which exceeds the minimum of 20 psi required by the TCEQ regulations. Exhibits "B- 3"is a summary of the pipe sections for the system under this demand scenario. Exhibit "B -4" is a summary of the pipe system junction nodes with the fire flow at fire hydrants No.1 and No. 5, showing the maximum waterline velocities. Exhibits "B -5" & "B- 6" are summaries of the pipe sections for the system under this demand scenario. The maximum velocity for the 6 ", 8 ", and 12' waterlines are 11.4, 3.4, and 4.8 feet per second, and occurs in Pipes P -15, P -7 through P -11, and P -1, respectively. Exhibit C -1 in Appendix C is a schematic of the proposed waterline for Phase 2, which shows the locations of the fire hydrants proposed for Phase 2. Exhibit "C -2" is a summary of the pipe system junction nodes with the fire flow at fire hydrants No.6 and No. 8, showing the lowest residual pressure. The lowest residual pressure occurred in the system at Junction J -29. The pressure at this point is estimated by the model to be 81.01 psi, which exceeds the minimum of 20 psi required by the TCEQ regulations. Exhibits "C -3 "is a summary of the pipe sections for the system under this demand scenario. Exhibit "C -4" is a summary of the pipe system junction nodes with the fire flow at fire hydrants No.7 and No. 11, showing the maximum waterline velocities. Exhibits "C -5" & "C -6" are summaries of the pipe sections for the system under this demand scenario. The maximum velocity for the 6 ", 8 ", and 12' waterlines are 8.0, 6.3, and 5.3 feet per second, and occurs in Pipes P -39, P -2 through P -3, and P -1, respectively. Exhibit D -1 in Appendix D is a schematic of the proposed waterline for Phase 3 which shows the locations of the fire hydrants proposed for Phase 3. Exhibit "D -2" is a summary of the pipe system junction nodes with the fire flow at fire hydrants No. 14 and No. 17. The lowest residual pressure occurred in the system at Junction J -8. The pressure at this point is estimated by the model to be 82.6 psi, which exceeds the minimum of 20 psi required by the TCEQ regulations. Exhibits "D -3" & "D -4" are summaries of the pipe sections for the system under this demand scenario. The maximum velocity for the 6 ", 8 ", and 12' waterlines are 8.3, 6.8, and 5.7 feet per second, and occurs in Pipes P -60, P -2 through P -3, and P -1, respectively. Exhibit E -1 in Appendix E is a schematic of the proposed waterline for Phase 4 which shows the locations of the fire hydrants proposed for Phase 4. Exhibit "E -2" is a summary of the pipe system junction nodes with the fire flow at fire hydrants No. 20 and No. 22. The lowest residual pressure occurred in the system at Junction J -10. The pressure at this point is estimated by the model to be 82.2 psi, which exceeds the minimum of 20 psi required by the TCEQ regulations. Exhibits "E -3" & "E -4" are summaries of the pipe sections for the system under this demand scenario. The maximum velocity for the 6 ", 8 ", and 12' waterlines are 5.1, 7.3, and 6.2 feet per second, and occurs in Pipes P -15 through P -17, P -2 through P -3, and P -1, respectively. A separate analysis was run for the domestic use of 1.5 gpm per unit for the entire subdivision, and the minimum residual pressure was 85 psi, which exceeds the minimum pressure of 35 psi required by TCEQ. Minor losses in this system were not calculated, as they were assumed to be insignificant. 4.0 CONCLUSIONS The waterlines proposed for this development should adequately provide the fire flow required with acceptable values for headloss and velocity. This analysis was done assuming adequate residual pressure in the existing 12" water main, as determined by the flow test. Appendix "A" Fire Hydrant Flow Test Data 08/06/2004 15:31 FAX 979 764 3452 COLLEGE STATION PUB.UTL. 0001 /001 4 f Wateralife PowerisProgress 1601 GRAHAM ROAD COLLEGE STATION TEXAS 77845 Date: 6 AUGUST 2004 Number pages including cover sheet - 1 Fax to: 764 -7759 Attention: JOE SCHULTZ Company: TEXCON From: Butch Willis Water Wastewater Division Phone: 979 -764 -3435 Fax: 979 - 764 -3452 FLOW TEST REPORT Nozzle size: 2.5 inch Location: GRAHAM RD Flow hydrant number y r Q-036 Pitot reading: 80 (GPM): 1500 Static hydrant number: S-023 Static PSI: 91 Residual PSI: 89 NOTE: This is the one you handed as this morning Scenario: Base 128 125 Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phasel.wcd Texcon General Contractors WalerCAD v6 5 16.5120j] 10/13/04 01:16:32 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Pane 'I of 1 CxnID� - r o —1 Scenario: Base Steady State Analysis Junction Report Label Elevation (ft) Zone Type Demand Base Flow Pattern (gpm) 0.00 Fixed Demand Calculate yd (gpm) 0.00 0.00 a e G ad Pr(ps) (ft) 505.10 504.98 re 85.49 85.35 J -1 307.50 Zone J -2 307.70 Zone Demand 0.00 Fixed 21.00 504.58 85.05 J -3 308.00 Zone Demand 21.00 Fixed 0.00 504.25 84.60 J-4 308.70 Zone Demand 0.00 Fixed 0.00 503.70 84.32 J -5 308.80 Zone Demand 0.00 Fixed 0.00 503.64 84.34 J -6 308.70 Zone Demand 0.00 Fixed 0.00 503.66 84.48 J -7 308.40 Zone Demand 0.00 Fixed 0.00 503.68 84.66 J -8 308.00 Zone Demand 0.00 Fixed 0.00 503.71 85.15 J -9 306.90 Zone Demand 0.00 Fixed 0.00 503.72 85.41 J -10 306.,30 Zone Demand 0.00 Fixed 0.00 503.73 85.85 J -11 305.30 Zone Demand 0.00 Fixed 0.00 503.73 86.89 J -12 302.90 Zone Demand 0.00 Fixed 0.00 503.72 85.46 J -13 306.20 Zone Demand 0.00 Fixed 0.00 504.15 87.12 J -14 302.80 Zone Demand 0.00 Fixed 0.00 504.80 85.67 J -15 306.80 Zone Demand 0.00 Fixed 0.00 504.80 85.66 J -16 306.80 Zone Demand 0.00 Fixed 1.50 31.50 504.76 85.65 J -17 306.80 Zone Demand 31.50 Fixed 504.22 8 J -18 304.00 Zone Demand 0.00 Fixed 0.00 504.15 87.46 J -19 302.00 Zone Demand 0.00 Fixed 0.00 497.82 82.60 J -20 306.90 Zone Demand 0.00 Fixed 64.50 489.66 81.88 J -21 300.40 Zone Demand 64.50 Fixed 1,000.00 487.28 80.29 J -22 301.70 Zone Demand 1,000.00 Fixed 61.50 487.28 80-29 J -23 301.70 Zone Demand 61.50 Fixed 0.00 487.28 80.47 J -24 301.30 Zone Demand 0.00 Fixed 0.00 487.28 81.25 J -25 299.50 Zone Demand 0.00 Fixed 0.00 500.96 83.09 J -26 308.90 Zone Demand 0.00 Fixed 500.00 489.04 78.98 J -27 306.50 Zone Demand 500.00 Fixed 0.00 489.66 83.44 J -28 296.80 Zone Demand 0.00 Fixed Title: Dove Crossing Phase 1 Texcon General Contractors g: \... \water report into \phasel .wcd 1 . 37 Brookside Road Waterbury, CT 06708 IJSA 0/06/04 05:51:38 PM (D Haestad Methods. Inc Exh ►b; � R '�- n JJ to � Gj 0 ����iLC�� Project Engineer Jne SChuIIZ WaterCAD v(3.516.5 .1- 203 -755 -1666 P2ige I of 1 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz Project Date: 09/24/04 09:58:06 AM Comments: Scenario Summary Scenario Base Active Topology Alternative Base- Active Topology Physical Alternative Base - Physical Demand Alternative Base- Demand Initial Settings Alternative Base - Initial Settings Operational Alternative Base - Operational Age Alternative Base -Age Alternative Constituent Alternative Base- Constituent Trace Alternative Base -Trace Alternative Fire Flow Alternative Base -Fire Flow Capital Cost Alternative Base - Capital Cost Energy Cost Alternative Base - Energy Cost User Data Alternative Base -User Data Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity 1.00 Kinematic Viscosity 1.0804e -5 ft' /s Network Inventory Pressure Pipes 30 Number of Tanks 0 Number of Reservoirs 1 Constant Area: 0 Number of Pressure Junctions 28 Variable Area: 0 Number of Pumps 0 Number of Valves 0 Constant Power: 0 - FCV's: 0 One Point (Design Point): 0 - PBV's: 0 Standard (3 Point): 0 - PRV's: 0 - Standard Extended: 0 - PSV's: 0 Custom Extended: 0 - TCV's: 0 - Multiple Point: 0 - GPV's: 0 Number of Spot Elevations 0 Pressure Pipes Inventory 6.0 in 2,496,00 ft 12.0 in 177.00 ft 8.0 in 2,447.00 ft T_._, I --k k 5.120.00 ft Project Engineer: Joe Schultz Title: Dove Crossing Phase 1 WaterCAD v6.5 16 _`i 120j► g:1...\water report info\phasel.wcd Texcon General Contractors 10/06/04 05:51:48 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury. Cl 06708 USA +1- 203 - 755 -1666 Page 1 Analysis Results Scenario: Base Steady State Analysis Project Engineer Joe Schultz Title: Dove Crossing Phase 1 WaterCAD v6.5 1(3.512011 g:\ .\water report into \phase>t.wcd Texcon General Contractors 10/06/04 05:51 X48 PM (,) Haeslad Methods. Inc- 37 Brookside Road Waterbury, CT 0G708 USA r l - 203 -7 i,r 1 F -iCi6 Page 2 Pressure Pipes @ 0.00 hr Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Label Control Discharge (fUs) Hydraulic Grade Hydraulic Grade Status (gpm) Headloss Headloss Headloss (ft/1 000ft) (ft) (ft) (ft) 4.76 506.00 505.10 0.90 0.00 0.90 5.07 P Open 1,678.50 -1 P Open 594.99 3.80 505.10 504.98 0.12 0.00 0.12 5.36 -2 P Open 594.99 3.80 504.98 504.58 0.40 0.00 0.40 5.36 -3 P -4 Open 573.99 3.66 504.58 504.25 0.34 0.00 0.34 5.01 P Open 573.99 3.66 504.25 .503.70 0.55 0.00 0.55 5.01 -5 Open 573.99 3.66 503.70 503.64 0.06 0.00 0.06 5.01 P -6 Open - 119.81 0.76 503.64 503.66 0.01 0.00 0.01 0.28 P -7 Open - 119.81 0.76 503.66 503.68 0.02 0.00 0.02 0.28 P -8 Open - 119.81 0.76 50168 503.71 0.02 0.00 0.02 0.28 P -9 Open - 119.81 0.76 503.71 503.72 0.02 0.00 0.02 0.28 P -10 Open - 119.81 0.76 503.72 503.73 0.01 0.00 0.01 0.28 P -11 0.00 0.00 503.73 503.73 0.00 0.00 0.00 0.00 P -12 Open 0.00 0.00 503.72 503.72 0.00 0.00 0.00 0.00 P -13 Open 119.81 1.36 503.73 504.15 0.42 0.00 0.42 1.12 P -14 Open - 151.31 1.72 505.10 504.80 0.30 0.00 0.30 1.72 P -15 Open 1.72 504.80 504.80 0.01 0.00 0.01 1.72 P -16 Open 151.31 504.80 504.76 0.03 0.00 0.03 1.72 P -17 Open 151.31 1.72 504.76 504.22 0.54 0.00 0.54 1.12 P -18 Open 119.81 1.36 504.22 504.15 0.06 0.00 0.06 1.12 P -19 Open 119.81 1.36 504.15 504.15 0.00 0.00 0.00 0.00 P -20 Open 0.00 0.00 505.10 497.82 7.28 0.00 7.28 12.30 P -21 Open 932.20 5.95 489.66 8.16 0.00 8.16 12.31 P -22 Open 932.20 5.95 497.82 487.28 2.38 0.00 2.38 10.77 P -23 Open 867.70 5.54 489.66 487.28 0.01 0.00 0.01 0.33 P -24 Open - 132.30 0.84 487.28 487.28 0.00 0.00 0.00 0.00 P -25 Open 0.00 0.00 487.28 487.28 0.00 0.00 0.00 0.00 P -26 Open 0.00 0.00 487.28 500.96 2.69 0.00 2.69 28.91 P -27 Open 693.80 7.87 503.64 489.04 11.91 0.00 11.91 28.91 P -28 Open 693.80 7.87 500.96 1.76 0.00 1.76 2.72 P -29 Open 193.80 2.20 489.04 487.28 0.00 0.00 0.00 P -30 Open 0.00 0.00 489.66 489.66 0.00 Project Engineer Joe Schultz Title: Dove Crossing Phase 1 WaterCAD v6.5 1(3.512011 g:\ .\water report into \phase>t.wcd Texcon General Contractors 10/06/04 05:51 X48 PM (,) Haeslad Methods. Inc- 37 Brookside Road Waterbury, CT 0G708 USA r l - 203 -7 i,r 1 F -iCi6 Page 2 Ex h; b;+ 6 - �- 5t,. nojf 5����� w��xt V3C , ; (V- r 1 M- Proiect Engineer: Joe Schultz Title: Dove Crossing Phase 1 WaterCAD v(3,5 16.5120j] g: \ ... \water report info \phasel.wcd Texcon General Contractors F:ag� 10/06/04 05:48:56 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 USA +1- 203 - 755 -1666 tot Type Scenario: Base Steady State Analysis Junction Report Base Flow Pattern Ca l cu la ted Calculate yd aul G ad Pr (ps) re Label Elevation Zone (ft) (gpm) (gpm) (ft) Demand 0.00 Fixed 0.00 505.10 85.49 J -1 307.50 Zone J 307.70 Zone Demand 0.00 Fixed 0.00 505.01 85.37 -2 J 308.00 Zone Demand 21.00 Fixed 21.00 504.73 85.12 -3 J-4 308.70 Zone Demand 0.00 Fixed 0.00 504.49 84.71 J 308.80 Zone Demand 0.00 Fixed 0.00 504.11 84.50 -5 J 308.70 Zone Demand 0.00 Fixed 0.00 504.07 84.53 -6 J 308.40 Zone Demand 0.00 Fixed 0.00 503.84 84.56 -7 J 308.00 Zone Demand 0.00 Fixed 0.00 503.51 84.59 -8 J -9 306.90 Zone Demand 0.00 Fixed 0.00 503.14 84.90 J 306.30 Zone Demand 0.00 Fixed 0.00 502.88 85.05 -10 J 305.30 Zone Demand 0.00 Fixed 0.00 502.71 85.41 -11 J 302.90 Zone Demand 0.00 Fixed 0.00 502.71 86.45 -12 J 306.20 Zone Demand 0.00 Fixed 0.00 502.88 85.10 -13 J 302.80 Zone Demand 0.00 Fixed 0.00 496.20 83.67 -14 J 306.80 Zone Demand 1,000.00 Fixed 1,000.00 495.16 81.49 -15 J 306.80 Zone Demand 0.00 Fixed 0.00 495.16 81.49 -16 J 306.80 Zone Demand 31.50 Fixed 31.50 495.16 81.49 -17 J 304.00 Zone Demand 500.00 Fixed 500.00 495.19 82.72 -18 J 302.00 Zone Demand 0.00 Fixed 0.00 49 84.02 -19 J 306.90 Zone Demand 0.00 Fixed 0.00 504.77 85.61 -20 J -21 300.40 Zone Demand 64.50 Fixed 64 50 504.39 88.26 J -22 301.70 Zone Demand 0.00 Fixed 0.00 504.34 87.67 J -23 301.70 Zone Demand 61.50 Fixed 61.50 504.33 87.67 J 301.30 Zone Demand 0.00 Fixed 0.00 504.33 87.84 -24 J -25 299.50 Zone Demand 0.00 Fixed 0.00 504.33 88.62 J -26 308.90 Zone Demand 0.00 Fixed 0.00 504.09 84.45 J -27 306.50 Zone Demand 0.00 Fixed 0.00 504.18 85.53 J -28 296.80 Zone Demand 0.00 Fixed 0.00 504.39 89.81 Ex h; b;+ 6 - �- 5t,. nojf 5����� w��xt V3C , ; (V- r 1 M- Proiect Engineer: Joe Schultz Title: Dove Crossing Phase 1 WaterCAD v(3,5 16.5120j] g: \ ... \water report info \phasel.wcd Texcon General Contractors F:ag� 10/06/04 05:48:56 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 USA +1- 203 - 755 -1666 tot Scenario: Base Steady State Analysis Pipe Report Label Length (ft) Diameter (in) Material Hazen- William C Check Valve? Minor Loss oefficien Control Status Discharpt (gpm) 1pstream Structuk Hydraulic Grade (ft) aDwnstream Structui Hydraulic Grade (ft) Pressure Pipe Headlos (ft) Headloss Gradient (ft/1000ft) P -1 177.00 12.0 PVC 150.0 false 0.00 Open 1,678.50 506.00 505.10 0.90 5.07 P -2 23.00 8.0 PVC 150.0 false 0.00 Open 496.29 505.10 505.01 0.09 3.83 P -3 74.00 8.0 PVC 150.0 false 0.00 Open 496.29 505.01 504.73 0.28 3.83 P -4 67.00 8.0 PVC 150.0 false 0.00 Open 475.29 504.73 504.49 0.24 3.53 P -5 109.00 8.0 PVC 150.0 false 0.00 Open 475.29 504.49 504.11 0.39 3.53 P -6 11.00 8.0 PVC 150.0 false 0.00 Open 475.29 504.11 504.07 0.04 3.53 P -7 54.00 8.0 PVC 150.0 false 0.00 Open 526.11 504.07 503.84 0.23 4.27 P -8 78.00 8.0 PVC 150.0 false 0.00 Open 526.11 503.84 503.51 0.33 4.27 P -9 87.00 8.0 PVC 150.0 false 0.00 Open 526.11 503.51 503.14 0.37 4.27 P -10 59.00 8.0 PVC 150.0 false 0.00 Open 526.11 503.14 502.88 0.25 4.27 P -11 41.00 8.0 PVC 150.0 false 0.00 Open 526.11 502.88 502.71 0.17 4.27 P -12 120.00 8.0 PVC 150.0 false 0.00 Open 0.00 502.71 502.71 0.00 0.00 P -13 28.00 6.0 PVC 150.0 false 0.00 Open 0.00 502.88 502.88 0.00 0.00 P -14 376.00 6.0 PVC 150.0 false 0.00 Open 526.11 502.71 496.20 6.51 17.32 P -15 173.00 6.0 PVC 150.0 false 0.00 Open 1,005.39 505.10 495.16 9.94 57.47 P -16 4.00 6.0 PVC 150.0 false 0.00 Open 5.39 495.16 495.16 0.00 0.00 P -17 20.00 6.0 PVC 150.0 false 0.00 Open 5.39 495.16 495.16 0.00 0.00 P -18 487.00 6.0 PVC 150.0 false 0.00 Open -26.11 495.16 495.19 0.03 0.07 P -19 58.00 6.0 PVC 150.0 false 0.00 Open - 526.11 495.19 496.20 1.00 17.32 P -20 30.00 6.0 PVC 150.0 false 0.00 Open 0.00 496.20 496.20 0.00 0.00 P -21 592.00 8.0 PVC 150.0 false 0.00 Open 176.83 505.10 504.77 0.34 0.57 P -22 663.00 8.0 PVC 150.0 false 0.00 Open 176.83 504.77 504.39 0.38 0.57 P -23 221.00 8.0 PVC 150.0 false 0.00 Open 112.33 504.39 504.34 0.05 0.24 P -24 19.00 8.0 PVC 150.0 false 0.00 Open 112.33 504.34 504.33 0.00 0.24 P -25 69.00 8.0 PVC 150.0 false 0.00 Open 0.00 504.33 504.33 0.00 0.00 P -26 160.00 8.0 PVC 150.0 false 0.00 Open 0.00 504.33 504.33 0.00 0.00 P -27 93.00 6.0 PVC 150.0 false 0.00 Open -50.83 504.07 504.09 0.02 0.23 P -28 412.00 6.0 PVC 150.0 false 0.00 Open -50.83 504.09 504.18 0.09 0.23 P -29 646.00 6.0 PVC 150.0 false 0.00 Open -50.83 504.18 504.33 0.15 0.23 P -30 1169.001 6.01 PVC 1 150.01 false 1 0.00 1 Open 1 0.001 504.39 1 504.391 0.001 0.00 ek t T ( - :� Title: Dove Crossing Phase 1 Project Engineer toe Schultz g:A ... Awater report infoAphasel.wcd Texcon General Contractors WnfcxCAD vi; .`> 16 - 5120ji 10/13/04 01:15:18 PM (,) Haestad Methods, Inc_ 37 Hrookside Ro; +c1 Wateihuiy, CT 06708 USA I 1 03- 755 -1G(Wt P ;Iqc I of I Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz Project Date: 09/24/04 09:58:06 AM Comments: Scenario Summary Scenario Base Active Topology Alternative Base - Active Topology Physical Alternative Base - Physical Demand Alternative Base- Demand Initial Settings Alternative Base - Initial Settings Operational Alternative Base - Operational Age Alternative Base -Age Alternative Constituent Alternative Base - Constituent Trace Altemative Base -Trace Alternative Fire Flow Alternative Base -Fire Flow Capital Cost Alternative Base - Capital Cost Energy Cost Alternative Base - Energy Cost User Data Alternative Base -User Data Liquid Characteristics 1.00 Water at 20C(68F) Specific Gravity p Liquid Kinematic Viscosity 1.0804e -5 ftz /s Network Inventory 0 30 Number of Tanks Pressure Pipes - Constant Area: 0 Number of Reservoirs 1 - Variable Area: 0 Number of Pressure Junctions 28 0 0 Number of Valves Number of Pumps - FCV's: 0 - Constant Power: 0 - PBV's: 0 - One Point (Design Point): 0 0 - Standard (3 Point): 0 - PRV's: 0 - Standard Extended: 0 - PSV's: 0 - Custom Extended: 0 - TCV's: 0 - Multiple Point: 0 - GPV's: Number of Spot Elevations 0 Pressure Pipes Inventory 177.00 ft 6.0 in 2,496.00 ft 12.0 in 8.0 in 2,447.00 ft Total Length 5,120.00 ft C h,bi 4- R -Ce Project Engineer: Joe SchUllz Title: Dove Crossing Phase 1 Texcon General Contractors WalerCAD v6.5 16.512011 g: \... \water report into \phasel.wcd .1_203.7J5_16GG P 1 Page ' 10/06/04 0.5:49:08 PM © Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 USA Analysis Results Scenario: Base Steady State Analysis Pressure Pipes @ 0.00 hr Project Engineer. Joe Schultz Title: Dove Crossing Phase 1 WatrtrCAD vG 5 16 512011 Texcon General Contractors I,zrge g:\ . \water report info \phase1 wcd -203-755- 166f; 10 /OG /04 0,:49 OH PM �:) Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 USA Downstream Calculated d Calculated pr Pipe re Headloss Label Control Discharge Velocity ity U Hy �aulic c Grade Gradient Status (gp ) ( Grade (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) (ft) 506.00 505.10 0.90 0.00 0.90 5.07 P -1 Open 1,678.50 4.76 505.01 0.09 0.00 0.09 3.83 P-2 Open 496.29 3.17 505.10 504.73 0. 28 0.00 0.28 3.83 P_3 Open 496.29 3.17 505.01 504.49 0.24 0.00 0.24 3.53 P -4 Open 475.29 3.03 504.73 504.11 0.39 0.00 0.39 3.53 P-5 Open 475.29 3.03 504.49 504.07 0.04 0.00 0.04 3.53 P -6 Open 475.29 3.03 504.11 503.84 0.23 0.00 0.23 4.27 P_7 Open 526.11 3.36 504.07 503.51 0.33 0.00 0.33 4.27 p_g Open 526.11 3.36 503.84 503.14 0.37 0.00 0.37 4.27 P -9 Open 526.11 3.36 503.51 502.88 0.25 0.00 0.25 4.27 P -10 Open 526.11 3.36 503.14 502.71 0.17 0.00 0.17 4.27 P -11 Open 526.11 6 .00 3.36 502.88 502.71 0.00 0.00 0.00 0.00 P -12 Open 0.00 502.71 502.88 0.00 0.00 0.00 0.00 P -13 Open 0.00 0.00 502.88 496.20 6.51 0.00 6.51 17.32 P -14 Open 526.11 5.97 502.71 495.16 9.94 0.00 9.94 57.47 P -15 Open 1,005.39 11.41 505.1 495.16 0.00 0.00 0.00 0.00 P -16 Open 5.39 0.06 495.16 6 495.16 0.00 0.00 0.00 0.00 p_1 7 7 Open 5.39 0.06 495.16 495.19 0.03 0.00 0.03 0.07 P_1 Open -2 .11 0.30 495.16 496.20 1.00 0.00 1.00 17.32 P -19 Open - 52 6.11 6 .00 5.97 495.19 496.20 0.00 0.00 0.00 0.00 P -20 Open 0.00 496.20 504.77 0.34 0.00 0.34 0.57 P -21 Open 176.83 1.13 505.10 504.39 0.38 0.00 0.38 0.57 P -22 Open 176.83 1.13 504.77 504.34 0.05 0.00 0.05 0.24 P -23 Open 112.33 0.72 504.39 504.33 0.00 0.00 0.00 0.24 P -24 Open 112.33 0.72 504.34 504.33 0.00 0.00 0.00 0.00 P_25 Open 0.00 0.00 504.33 504.33 0.00 0.00 0.00 0.00 P -26 Open 0.00 0.00 504.33 504.09 0.02 0.00 0.02 0.23 P -27 Open -50.83 0.58 504.07 504.18 0.09 0.00 0.09 0.23 p -28 Open -50.83 0.58 504.09 504.33 0.15 0.00 0.15 0.23 P_29 Open -50.83 0.58 504.18 504.39 0.00 0.00 0.00 0.00 P -30 Open 0.00 0.00 504.39 Project Engineer. Joe Schultz Title: Dove Crossing Phase 1 WatrtrCAD vG 5 16 512011 Texcon General Contractors I,zrge g:\ . \water report info \phase1 wcd -203-755- 166f; 10 /OG /04 0,:49 OH PM �:) Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 USA Appendix "C" Dove Crossing Subdivision Phase 2 Analysis Scenario: Base 6 la Title: Dove Crossing Phase 1 Project Engineer: Joe Scht -iltz g:\_ Mater report info \phase2.wcd Texcon General Contractors WaterCAD v(3 5 (6 512011 10/13/04 01:17:00 PM O Haeslad Methods, Inc. 37 Brookside Road Walerbury, CT OG7013 USA . 1 -203- 755 -1666 Pa a 1 of 1 Scenario: Base Steady State Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand Calculated (gpm) Calculated lydraulic Grad ( Pressure (psi) J -1 307.50 Zone Demand 0.00 Fixed 0.00 504.92 85.42 J -2 307.70 Zone Demand 0.00 Fixed 0.00 504.63 85.20 J -3 308.00 Zone Demand 21.00 Fixed 21.00 503.70 84.67 J-4 308.70 Zone Demand 0 -00 Fixed 0.00 502.89 84.02 J -5 308.80 Zone Demand 0.00 Fixed 0.00 501.57 83.40 J -6 308.70 Zone Demand 0.00 Fixed 0.00 501.44 83.39 J -7 308.40 Zone Demand 0.00 Fixed 0.00 501.04 83.34 J -8 308.00 Zone Demand 0.00 Fixed 0.00 500.45 83.26 J -9 306.90 Zone Demand 0.00 Fixed 0.00 499.80 83.46 J -10 306.30 Zone Demand 0.00 Fixed 0.00 499.35 83.53 J -11 305.30 Zone Demand 0.00 Fixed 0.00 499.34 83.95 J -12 302.90 Zone Demand 0.00 Fixed 0.00 499.22 84.94 J -13 306.20 Zone Demand 34.50 Fixed 34.50 498.72 83.30 J -14 302.80 Zone Demand 0.00 Fixed 0.00 499.85 85.25 J -15 306.80 Zone Demand 0.00 Fixed 0.00 503.58 85.14 J -16 306.80 Zone Demand 0.00 Fixed 0.00 503.55 85.12 J -17 306.80 Zone Demand 31.50 Fixed 31.50 503.39 85.06 J -18 304.00 Zone Demand 0.00 Fixed 0.00 500.22 84.90 J -19 302.00 Zone Demand 0.00 Fixed 0.00 499.78 85.57 J -20 306.90 Zone Demand 0.00 Fixed 0.00 502.02 84.42 J -21 300.40 Zone Demand 64.50 Fixed 64.50 498.77 85.83 J -22 301.70 Zone Demand 0.00 Fixed 0.00 497.91 84.89 J -23 301.70 Zone Demand 61.50 Fixed 61.50 497.83 84.86 J -24 301.30 Zone Demand 0.00 Fixed 0.00 497.40 84.84 J -25 299.50 Zone Demand 0.00 Fixed 0.00 497.83 85.81 J -26 308.90 Zone Demand 0.00 Fixed 0.00 501.15 83.18 J -27 306.50 Zone Demand 0.00 Fixed 0.00 499.86 83.66 J -28 296.80 Zone Demand 0.00 Fixed 0.00 498.77 87.38 J -29 302.00 Zone Demand 1,000.00 Fixed 1,000.00 489.24 81_01 J -30 300.00 Zone Demand 45.00 Fixed 45.00 496.06 84.83 J -31 288.00 Zone Demand 34.50 Fixed 34.50 499.29 91.41 J -32 296.50 Zone Demand 0.00 Fixed 0.00 499.22 87.71 J -33 294.00 Zone Demand 0.00 Fixed 0.00 499.17 88.77 J -34 292.00 Zone Demand 0.00 Fixed 0.00 499.17 89.63 J -35 294.50 Zone Demand 0.00 Fixed 0.00 499.13 88.54 J -36 294.50 Zone Demand 0.00 Fixed 0.00 499.13 88.54 J -37 300 -50 Zone Demand 0.00 Fixed 0.00 499.14 85.94 J -38 .300.50 Zone Demand 0.00 Fixed 0.00 499.11 85.93 J -39 299.50 Zone Demand 500.00 Fixed 500.00 495.34 84.73 J-40 298.50 Zone Demand 60.00 Fixed 60.00 495.71 85.32 J-41 292.00 Zone Demand 0.00 Fixed 0.00 499.13 89.62 J-42 294.00 Zone Demand 0.00 Fixed 0.00 499.17 88.77 J-43 297.30 Zone Demand 0.00 Fixed 0.00 495.91 85.93 J-44 297.00 Zone Demand 0.00 Fixed 0.00 495.90 86.05 J-45 295.50 Zone Demand 0.00 Fixed 0.00 495.71 86.62 J -46 297.00 Zone Demand 0.00 Fixed 0.00 495.90 86.05 J -47 1 295.001 Zone Demand 0.00 1 Fixed 1 0.001 499.131 88.32 See�lar.'o 5119vOt.11 l � k we5 re'5t`r -I (A t 1 pre-5s u v-e- Title: Dove Crossing Phase 1 Project Engineer. Joe Schultz g: \... \water report into \phase2.wcd Texcon General Contractors WaterCAD v6 5 [6,512011 10/07/04 09:18:08 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA + 1-203-755-16(36 Page 1 of I Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz Project Date: 09/24/04 09:58:06 AM Comments: Scenario Summary 5.26 506.00 504.92 Scenario Base 1.08 6.09 Active Topology Alternative Base - Active Topology 6.03 Physical Alternative Base - Physical 0.29 0.00 Demand Alternative Base - Demand J P -3 Open 944.03 Initial Settings Alternative Base - Initial Settings 503.70 0.93 Operational Alternative Base - Operational 12.60 Age Alternative Base -Age Alternative 503.70 Constituent Alternative Base - Constituent 0.00 0.81 Trace Alternative Base -Trace Alternative P -5 Open 923.03 5.89 Fire Flow Alternative Base -Fire Flow 1.32 0.00 Capital Cost Alternative Base - Capital Cost Title: Dove Crossing Phase 1 Energy Cost Alternative Base - Energy Cost User Data Alt Base -User Data Project Engineer ,Joe Schultz g: \... \water report info \13hase2.wcd Texcon General Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity 1.00 Kinema Viscosity 1.0804e -5 ft' /s USA +1.203- 755 -166(5 Page I of 2 Network Inventory Pressure Pipes 53 Number of Tanks 0 Number of Reservoirs 1 - Constant Area: 0 Number of Pressure Junctic 47 - Variable Area: 0 Number of Pumps 0 Number of Valves 0 Constant Power: 0 - FCV's: 0 - One Point (Design Point): 0 - PBV's: 0 - Standard (3 Point): 0 - PRV's: 0 - Standard Extended: 0 - PSV's: 0 - Custom Extended: 0 - TCV's: 0 - Multiple Point: 0 - GPV's: 0 Number o f Sp ot Elevations 0 Pressure Pipes Inventory 6.0 in 5,363.00 ft 12.0 in 177.00 ft 8.0 in 4,670.00 ft T Length 10,210.00 ft Pressure Pipes @ 0.00 hr Label Con troDischargeVe loci tWpstream StruclDoavnstream StructuZalculatec CalculatecPressurdleadloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss HeadlossHeadlos$ft/1000ft) (ft) (ft) (ft) P -1 Open 1,852.50 5.26 506.00 504.92 1.08 0.00 1.08 6.09 P -2 Open 944.03 6.03 504.92 504.63 0.29 0.00 0.29 12.60 J P -3 Open 944.03 6.03 504.63 503.70 0.93 0.00 0.93 12.60 P -4 Open 923.03 5.89 503.70 502.89 0.81 0.00 0.81 12.08 P -5 Open 923.03 5.89 502.89 501.57 1.32 0.00 1.32 12.08 Title: Dove Crossing Phase 1 Project Engineer ,Joe Schultz g: \... \water report info \13hase2.wcd Texcon General Contractors WaterCAD v6.5 16.512011 10/07/04 09:18:22 AM © Haestad Methods, Inc. 37 Brookside Road Waterhury, CT 06708 USA +1.203- 755 -166(5 Page I of 2 Analysis Results Scenario: Base Steady State Analysis Pressure Pipes @ 0.00 hr Label Con troDischarge Velocitjrlpstream StrucOmvnstream StructLf tIculatec CalculatecPressurd Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Head lossHeadlos4ft/1000ft) (ft) (ft) (ft) P -6 Open 923.03 5.89 501.57 501.44 0.13 0.00 0.13 12.08 P -7 Open 713.96 4.56 501.44 501.04 0.41 0.00 0.41 7.51 P -8 Open 713.96 4.56 501.04 500.45 0.59 0.00 0.59 7.51 P -9 Open 713.96 4.56 500.45 499.80 0.65 0.00 0.65 7.51 P -10 Open 713.96 4.56 499.80 499.35 0.44 0.00 0.44 7.51 P -11 Open 107.99 0.69 499.35 499.34 0.01 0.00 0.01 0.23 P -12 Open 239.89 1.53 499.34 499.22 0.12 0.00 0.12 1.00 P -13 Open 605.97 6.88 499.35 498.72 0.63 0.00 0.63 22.50 P -14 Open - 131.90 1.50 499.34 499.85 0.50 0.00 0.50 1.34 P -15 Open 341.45 3.87 504.92 503.58 1.35 0.00 1.35 7.78 P -16 Open 341.45 3.87 503.58 503.55 0.03 0.00 0.03 7.77 P -17 Open 341.45 3.87 503.55 503.39 0.16 0.00 0.16 7.78 P -18 Open 309.95 3.52 503.39 500.22 3.17 0.00 3.17 6.50 P -19 Open 309.95 3.52 500.22 499.85 0.38 0.00 0.38 6.50 P -20 Open 178.05 2.02 499.85 499.78 0.07 0.00 0.07 2.33 P -21 Open 567.02 3.62 504.92 502.02 2.90 0.00 2.90 4.90 P -22 Open 567.02 3.62 502.02 498.77 3.25 0.00 3.25 4.90 P -23 Open 502.52 3.21 498.77 497.91 0.87 0.00 0.87 3.92 P -24 Open 502.52 3.21 497.91 497.83 0.07 0.00 0.07 3.92 P -25 Open 650.09 4.15 497.83 497.40 0.44 0.00 0.44 6.31 P -26 Open 0.00 0.00 497.83 497.83 0.00 0.00 0.00 0.00 P -27 Open 209.07 2.37 501.44 501.15 0.29 0.00 0.29 3.14 P -28 Open 209.07 2.37 501.15 499.86 1.29 0.00 1.29 3.14 P -29 Open 209.07 2.37 499.86 497.83 2.03 0.00 2.03 3.14 P -30 Open 0.00 0.00 498.77 498.77 0.00 0.00 0.00 0.00 P -31 Open 571.47 6.48 498.72 489.24 9.49 0.00 9.49 20.19 P -32 Open - 428.53 4.86 489.24 496.06 6.82 0.00 6.82 11.85 P -33 Open 178.05 2.02 499.78 499.29 0.49 0.00 0.49 2.33 P -34 Open 67.20 0.76 499.29 499.22 0.07 0.00 0.07 0.38 P -35 Open 67.20 0.76 499.22 499.17 0.05 0.00 0.05 0.38 P -36 Open 0.00 0.00 499.17 499.17 0.00 0.00 0.00 0.00 P -37 Open 0.00 0.00 499.13 499.13 0.00 0.00 0.00 0.00 P -38 Open 76.35 0.87 499.29 499.14 0.15 0.00 0.15 0.49 P -39 Open 76.35 0.87 499.14 499.11 0.03 0.00 0.03 0.49 P -40 Open 383.44 4.35 499.11 495.34 3.77 0.00 3.77 9.64 P -41 Open - 116.56 1.32 495.34 495.71 0.38 0.00 0.38 1.06 P-42 Open 239,.89 1.53 499.22 499.11 0.12 0.00 0.12 1.00 P-44 Open 0.00 0.00 499.13 499.13 0.00 0.00 0.00 0.00 P -45 Open 0.00 0.00 499.17 499.17 0.00 0.00 0.00 0.00 P -46 Open 67.20 0.43 499.17 499.13 0.04 0.00 0.04 0.09 P-47 Open 650.09 4.15 497.40 496.06 1.34 0.00 1.34 6.31 P -48 Open 176.56 1.13 496.06 495.91 0.15 0.00 0.15 0.56 P -49 Open 176.56 1.13 495.91 495.90 0.01 0.00 0.01 0.57 P -50 Open 0.00 0.00 495.71 495.71 0.00 0.00 0.00 0.00 P -51 Open - 176.56 1.13 495.71 495.90 0.19 0.00 0.19 0.56 P -52 Open 0.00 0.00 495.90 495.90 0.00 0.00 0.00 0.00 P -53 Open -67.20 0.43 499.11 499.13 0.03 0.00 0.03 0.09 P -54 Open -67.20 0.43 499.13 499.13 0.00 0.00 0.00 0.09 Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phase2.wcd Texcon General Contractors WaterCAD v6.5 16.5120j) 10/07/04 09:18:22 AM O Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -10;6 Page 2 of 2 Scenario: Base Steady State Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand Calculate (gpm) Calculated ydraulic Grad (ft) Pressure (psi) J -1 307.50 Zone Demand 0.00 Fixed 0.00 504.92 85.42 J -2 307.70 Zone Demand 0.00 Fixed 0.00 504.61 85.19 J -3 308.00 Zone Demand 21.00 Fixed 21.00 503.61 84.63 J -4 308.70 Zone Demand 0.00 Fixed 0.00 502.74 83.95 J -5 308.80 Zone Demand 0.00 Fixed 0.00 501.32 83.30 J -6 308.70 Zone Demand 0.00 Fixed 0.00 501.18 83.28 J -7 308.40 Zone Demand 0.00 Fixed 0.00 500.62 83.16 J -8 308.00 Zone Demand 0.00 Fixed 0.00 499.81 82.99 J -9 306.90 Zone Demand 0.00 Fixed 0.00 498.91 83.07 J -10 306.30 Zone Demand 0.00 Fixed 0.00 498.30 83.07 J -11 305.30 Zone Demand 0.00 Fixed 0.00 497.81 83.29 J -12 302.90 Zone Demand 0.00 Fixed 0.00 496.52 83.77 J -13 306.20 Zone Demand 34.50 Fixed 34.50 498.31 83.12 J -14 302.80 Zone Demand 0.00 Fixed 0.00 497.71 84.33 J -15 306.80 Zone Demand 0.00 Fixed 0.00 503.05 84.91 J -16 306.80 Zone Demand 0.00 Fixed 0.00 503.01 84.89 J -17 306.80 Zone Demand 31.50 Fixed 31.50 502.79 84.80 J -18 304.00 Zone Demand 0.00 Fixed 0.00 498.25 84.04 J -19 302.00 Zone Demand 0.00 Fixed 0.00 497.36 84.52 J -20 306.90 Zone Demand 0.00 Fixed 0.00 502.93 84.81 J -21 300.40 Zone Demand 64.50 Fixed 64.50 500.69 86.66 J -22 301.70 Zone Demand 0.00 Fixed 0.00 500.12 85.85 J -23 301.70 Zone Demand 61.50 Fixed 61.50 500.08 85.83 J -24 301.30 Zone Demand 0.00 Fixed 0.00 499.86 85.91 J -25 299.50 Zone Demand 0.00 Fixed 0.00 500.08 86.78 J -26 308.90 Zone Demand 0.00 Fixed 0.00 501.09 83.15 J -27 306.50 Zone Demand 0.00 Fixed 0.00 500.70 84.02 J -28 296.80 Zone Demand 0.00 Fixed 0.00 500.69 88.21 J -29 302.00 Zone Demand 0.00 Fixed 0.00 498.70 85.10 J -30 300.00 Zone Demand 45.00 Fixed 45.00 499.19 86.18 J -31 288.00 Zone Demand 34.50 Fixed 34.50 494.86 89.50 J -32 296.50 Zone Demand 0.00 Fixed 0.00 494.71 85.76 J -33 294.00 Zone Demand 0.00 Fixed 0.00 494.60 86.79 J -34 292.00 Zone Demand 0.00 Fixed 0.00 494.60 87.65 J -35 294.50 Zone Demand 0.00 Fixed 0.00 494.52 86.54 J -36 294.50 Zone Demand 0.00 Fixed 0.00 494.52 86.54 J -37 300.50 Zone Demand 1,000.00 Fixed 1,000.00 493.09 83.32 J -38 300.50 Zone Demand 0.00 Fixed 0.00 495.25 84.26 J -39 299.50 Zone Demand 0.00 Fixed 0.00 496.83 85.38 J -40 298.50 Zone Demand 60.00 Fixed 60.00 498.26 86.43 J -41 292.00 Zone Demand 0.00 Fixed 0.00 494.52 87.62 J -42 294.00 Zone Demand 0.00 Fixed 0.00 494.60 86.79 J-43 297.30 Zone Demand 0.00 Fixed 0.00 498.80 87.18 J -44 297.00 Zone Demand 0.00 Fixed 0.00 498.77 87.29 J -45 295.50 Zone Demand 0.00 Fixed 0.00 498.26 87.73 J -46 297.00 Zone Demand 0.00 Fixed 0.00 498.77 87.29 J -47 1 295.001 Zone Demand 1 500.001 Fixed 1 500.001 494.521 86.32 Scenari o 5h9u''n MCL,kin1uWl U- 70 -tryl1 rye. Ve_ l oc J� e-'s Title: Dove Crossing Phase 1 Project Engineer Joe Schultz g:\...lwater report info \phase2.wcd Texcon General Contractors WaterCAD v6.5 16.5 120j] 10/07/04 09:17:17 AM n Haestad Methods, Inc. 37 Brookside Road Waterhury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Scenario: Base Steady State Analysis Pipe Report Label Length (ft) iameter (in) Material Hazen- William C Check Valve? Minor Loss Coefficien Control Status ischarg (gpm) pstream Struct Hydraulic Grade (ft) wnstream Structu Hydraulic Grade (ft) @ressure Pipe Headlos (ft) Headloss Gradient (fU1000ft) P -1 177.00 12.0 PVC 150.0 false 0.00 Open 1,852.50 506.00 504.92 1.08 6.09 P -2 23.00 8.0 PVC 150.0 false 0.00 Open 981.11 504.92 504.61 0.31 13.53 P -3 74.00 8.0 PVC 150.0 false 0.00 Open 981.11 504.61 503.61 1.00 13.53 P -4 67.00 8.0 PVC 150.0 false 0.00 Open 960.11 503.61 502.74 0.87 13.00 P -5 109.00 8.0 PVC 150.0 false 0.00 Open 960.11 502.74 501.32 1.42 13.00 P -6 11.00 8.0 PVC 150.0 false 0.00 Open 960.11 501.32 501.18 0.14 12.99 P -7 54.00 8.0 PVC 150.0 false 0.00 Open 849.85 501.18 500.62 0.56 10.37 P -8 78.00 8.0 PVC 150.0 false 0.00 Open 849.85 500.62 499.81 0.81 10.37 P -9 87.00 8.0 PVC 150.0 false 0.00 Open 849.85 499.81 498.91 0.90 10.37 P -10 59.00 8.0 PVC 150.0 false 0.00 Open 849.85 498.91 498.30 0.61 10.37 P -11 41.00 8.0 PVC 150.0 false 0.00 Open 918.02 498.30 497.81 0.49 11.96 P -12 120.00 8.0 PVC 150.0 false 0.00 Open 864.74 497.81 496.52 1.28 10.71 P -13 28.00 6.0 PVC 150.0 false 0.00 Open -68.18 498.30 498.31 0.01 0.39 P -14 376.00 6.0 PVC 150.0 false 0.00 Open 53.29 497.81 497.71 0.09 0.25 P -15 173.00 6.0 PVC 150.0 false 0.00 Open 407.95 504.92 503.05 1.87 10.81 P -16 4.00 6.0 PVC 150.0 false 0.00 Open 407.95 503.05 503.01 0.04 10.81 P -17 20.00 6.0 PVC 150.0 false 0.00 Open 407.95 503.01 502.79 0.22 10.81 P -18 487.00 6.0 PVC 150.0 false 0.00 Open 376.45 502.79 498.25 4.54 9.32 P -19 58.00 6.0 PVC 150.0 false 0.00 Open 376.45 498.25 497.71 0.54 9.32 P -20 30.00 6.0 PVC 150.0 false 0.00 Open 429.74 497.71 497.36 0.36 11.91 P -21 592.00 8.0 PVC 150.0 false 0.00 Open 463.44 504.92 502.93 2.00 3.37 P -22 663.00 8.0 PVC 150.0 false 0.00 Open 463.44 502.93 500.69 2.24 3.37 P -23 221.00 8.0 PVC 150.0 false 0.00 Open 398.94 500.69 500.12 0.56 2.56 P -24 19.00 8.0 PVC 150.0 false 0.00 Open 398.94 500.12 500.08 0.05 2.56 P -25 69.00 8.0 PVC 150.0 false 0.00 Open 447.70 500.08 499.86 0.22 3.16 P -26 160.00 8.0 PVC 150.0 false 0.00 Open 0.00 500.08 500.08 0.00 0.00 P -27 93.00 6.0 PVC 150.0 false 0.00 Open 110.26 501.18 501.09 0.09 0.96 P -28 412.00 6.0 PVC 150.0 false 0.00 Open 110.26 501.09 500.70 0.39 0.96 P -29 646.00 6.0 PVC 150.0 false 0.00 Open 110.26 500.70 500.08 0.62 0.96 P -30 169.00 6.0 PVC 150.0 false 0.00 Open 0.00 500.69 500.69 0.00 0.00 P -31 470.00 6.0 PVC 150.0 false 0.00 Open - 102.68 498.31 498.70 0.39 0.84 P -32 576.00 6.0 PVC 150.0 false 0.00 Open - 102.68 498.70 499.19 0.48 0.84 P -33 210.00 6.0 PVC 150.0 false 0.00 Open 429.74 497.36 494.86 2.50 11.91 P -34 173.00 6.0 PVC 150.0 false 0.00 Open 102.61 494.86 494.71 0.15 0.84 P -35 133.00 6.0 PVC 150.0 false 0.00 Open 102.61 494.71 494.60 0.11 0.84 P -36 160.00 6.0 PVC 150.0 false 0.00 Open 0.00 494.60 494.60 0.00 0.00 P -37 26.00 6.0 PVC 150.0 false 0.00 Open 0.00 494.52 494.52 0.00 0.00 P -38 302.00 6.0 PVC 150.0 false 0.00 Open 292.63 494.86 493.09 1.77 5.84 P -39 72.00 6.0 PVC 150.0 false 0.00 Open - 707.37 493.09 495.25 2.16 29.97 P -40 391.00 6.0 PVC 150.0 false 0.00 Open - 240.02 495.25 496.83 1.58 4.05 P -41 354.00 6.0 PVC 150.0 false 0.00 Open - 240.02 496.83 498.26 1.43 4.05 P -42 119.00 8.0 PVC 150.0 false 0.00 Open 864.74 496.52 495.25 1.27 10.71 P -44 161.00 8.0 PVC 150.0 false 0.00 Open 0.00 494.52 494.52 0.00 0.00 P -45 161.00 8.0 PVC 150.0 false 0.00 Open 0.00 494.60 494.60 0.00 0.00 P -46 375.00 8.0 PVC 150.0 false 0.00 Open 102.61 494.60 494.52 0.08 0.21 P -47 212.00 8.0 PVC 150.0 false 0.00 Open 447.70 499.86 499.19 0.67 3.16 P -48 260.00 8.0 PVC 150.0 false 0.00 Open 300.02 499.19 498.80 0.39 1.51 P -49 19.00 8.0 PVC 150.0 false 0.00 Open 300.02 498.80 498.77 0.03 1.51 P -50 207.00 8.0 PVC 150.0 false 0.00 Open 0.00 498.26 498.26 0.00 0.00 P -51 333.00 8.0 PVC 150.0 false 0.00 Open - 300.02 498.26 498.77 0.50 1.51 P -52 70.00 8.0 PVC 150.0 false 0.00 Open 0.00 498.77 498.77 0.00 0.00 Title- Dove Crossing Phase 1 Project Engineer Joe Schultz g:A_._Mater report infoAphase2.wcd Tezcon General Contractors WatcrCAD v(, `, IG 5120 10/13/04 01 '31 :58 PM O Haeslad Methods, Inc 37 Brookside Pond Walertniry, CT 06708 USA +1 -203 -7 5 - 1 E1t;r Pnde 1 0 1 Scenario: Base Steady State Analysis Pipe Report Label Length iamete Material Hazen- Check Minor Control ischarg pstream Struct wnstream Structu @ressure Head loss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficieni (ft) (ft) Headlos (ft/1000ft) (ft) P -53 288.00 8.0 PVC 150.0 false 0.00 Open 397.39 495.25 494.52 0.73 2.54 P -54 1 18.001 8,01 PVC 1 150.01 false I 0.00 Open 1 - 102.61 494.521 494.521 0.001 0.21 Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g:\... \water report info \phase2.wcd Texcon General Contractors WalerCAD A) 5 i6.5120j1 10/13/04 01:31:58 PM P Haestad Methods, Inc- 37 Brookside Road Waterbury, CT 06708 USA +1 -203 - 755 -16116 Page 2 of 2 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz Project Date: 09/24/04 09:58:06 AM Comments: Scenario Summary Scenario Active Topology Alternative Physical Alternative Demand Alternative Initial Settings Alternative Operational Alternative Age Alternative Constituent Alternative Trace Alternative Fire Flow Alternative Capital Cost Alternative Energy Cost Alternative User Data Alternative Base Base - Active Topology Base - Physical Base - Demand Base - Initial Settings Base - Operational Base -Age Alternative Base - Constituent Base -Trace Alternative Base -Fire Flow Base - Capital Cost Base - Energy Cost Base -User Data Liquid Characteristics Liquid Kinematic Viscosity Water at 20C(68F) 1.0804e -5 ft' /s Specific Gravity 1.00 Network Inventory Pressure Pipes 53 Number of Tanks 0 Number of Reservoirs 1 - Constant Area: 0 Number of Pressure Junctions 47 - Variable Area: 0 Number of Pumps 0 Number of Valves 0 Constant Power: 0 FCV's: 0 One Point (Design Point): 0 - PBV's: 0 - Standard (3 Point): 0 - PRV's: 0 Standard Extended: 0 - PSV's: 0 Custom Extended: 0 - TCV's: 0 Multiple Point: 0 GPV's: 0 Number of Spot Elevations 0 Pressure Pipes Inventory 6.0 in 5,363.00 ft 12.0 in 177.00 ft 8.0 in 4,670.00 ft T Length 10,210.00 ft G'A t'bl + �_- (s Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz_ g: \... \water report info \phase2.wcd Texcon General Contractors WalerCAD v6.5 i6.5120jl 10/07/04 09:17:29 AM © Haestad Methods, Inc:. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page I Analysis Results Scenario: Base Steady State Analysis Tille: Dove Crossing Phase 1 Project Engineer Joe SChnIIZ g:\ . \water report info \phase2_wcd Texcon General Contractors WM(!rCAD v6 5 16.5120jj 10/07/04 W1 17:29 AM () Ha(!sl<id Methods. Inc- 37 Brookside Road Waterbury, C r 061x)8 USA « 1- 203 - 755 - 1603 Page 2 Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -1 Open 1,852.50 5.26 506.00 504.92 1.08 0.00 1.08 6.09 P -2 Open 981.11 6.26 504.92 504.61 0.31 0.00 0.31 13.53 P -3 Open 981.11 6.26 504.61 503.61 1.00 0.00 1.00 13.53 P -4 Open 960.11 6.13 503.61 502.74 0.87 0.00 0.87 13.00 P -5 Open 960.11 6.13 502.74 501.32 1.42 0.00 1.42 13.00 P -6 Open 960.11 6.13 501.32 501.18 0.14 0.00 0.14 12.99 P -7 Open 849.85 5.42 501.18 500.62 0.56 0.00 0.56 10.37 P -8 Open 849.85 5.42 500.62 499.81 0.81 0.00 0.81 10.37 P -9 Open 849.85 5.42 499.81 498.91 0.90 0.00 0.90 10.37 P -10 Open 849.85 5.42 498.91 498.30 0.61 0.00 0.61 10.37 P -11 Open 918.02 5.86 498.30 497.81 0.49 0.00 0.49 11.96 P -12 Open 864.74 5.52 497.81 496.52 1.28 0.00 1.28 10.71 P -13 Open -68.18 0.77 498.30 498.31 0.01 0.00 0.01 0.39 P -14 Open 53.29 0.60 497.81 497.71 0.09 0.00 0.09 0.25 P -15 Open 407.95 4.63 504.92 503.05 1.87 0.00 1.87 10.81 P -16 Open 407.95 4.63 503.05 503.01 0.04 0.00 0.04 10.81 P -17 Open 407.95 4.63 503.01 502.79 0.22 0.00 0.22 10.81 P -18 Open 376.45 4.27 502.79 498.25 4.54 0.00 4.54 9.32 P -19 Open 376.45 4.27 498.25 497.71 0.54 0.00 0.54 9.32 P -20 Open 429.74 4.88 497.71 497.36 0.36 0.00 0.36 11.91 P -21 Open 463.44 2.96 504.92 502.93 2.00 0.00 2.00 3.37 P -22 Open 463.44 2.96 502.93 500.69 2.24 0.00 2.24 3.37 P -23 Open 398.94 2.55 500.69 500.12 0.56 0.00 0.56 2.56 P -24 Open 398.94 2.55 500.12 500.08 0.05 0.00 0.05 2.56 P -25 Open 447.70 2.86 500.08 499.86 0.22 0.00 0.22 3.16 P -26 Open 0.00 0.00 500.08 500.08 0.00 0.00 0.00 0.00 P -27 Open 110.26 1.25 501.18 501.09 0.09 0.00 0.09 0.96 P -28 Open 110.26 1.25 501.09 500.70 0.39 0.00 0.39 0.96 P -29 Open 110.26 1.25 500.70 500.08 0.62 0.00 0.62 0.96 P -30 Open 0.00 0.00 500.69 500.69 0.00 0.00 0.00 0.00 P -31 Open - 102.68 1.17 498.31 498.70 0.39 0.00 0.39 0.84 P -32 Open - 102.68 1.17 498.70 499.19 0.48 0.00 0.48 0.84 P -33 Open 429.74 4.88 497.36 494.86 2.50 0.00 2.50 11.91 P -34 Open 102.61 1.16 494.86 494.71 0.15 0.00 0.15 0.84 P -35 Open 102.61 1.16 494.71 494.60 0.11 0.00 0.11 0.84 P -36 Open 0.00 0.00 494.60 494.60 0.00 0.00 0.00 0.00 P -37 Open 0.00 0.00 494.52 494.52 0.00 0.00 0.00 0.00 P -38 Open 292.63 3.32 494.86 493.09 1.77 0.00 1.77 5.84 P -39 Open - 707.37 8.03 493.09 495.25 2.16 0.00 2.16 29.97 P -40 Open - 240.02 2.72 495.25 496.83 1.58 0.00 1.58 4.05 P -41 Open - 240.02 2.72 496.83 498.26 1.43 0.00 1.43 4.05 P -42 Open 864.74 5.52 496.52 495.25 1.27 0.00 1.27 10.71 P -44 Open 0.00 0.00 494.52 494.52 0.00 0.00 0.00 0.00 P -45 Open 0.00 0.00 494.60 494.60 0.00 0.00 0.00 0.00 P -46 Open 102.61 0.65 494.60 494.52 0.08 0.00 0.08 0.21 P -47 Open 447.70 2.86 499.86 499.19 0.67 0.00 0.67 3.16 P -48 Open 300.02 1.91 499.19 498.80 0.39 0.00 0.39 1.51 P -49 Open 300.02 1.91 498.80 498.77 0.03 0.00 0.03 1.51 Tille: Dove Crossing Phase 1 Project Engineer Joe SChnIIZ g:\ . \water report info \phase2_wcd Texcon General Contractors WM(!rCAD v6 5 16.5120jj 10/07/04 W1 17:29 AM () Ha(!sl<id Methods. Inc- 37 Brookside Road Waterbury, C r 061x)8 USA « 1- 203 - 755 - 1603 Page 2 Analysis Results Scenario: Base Steady State Analysis Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -50 Open 0.00 0.00 498.26 498.26 0.00 0.00 0.00 0.00 P -51 Open - 300.02 1.91 498.26 498.77 0.50 0.00 0.50 1.51 P -52 Open 0.00 0.00 498.77 498.77 0.00 0.00 0.00 0.00 P -53 Open 397.39 2.54 495.25 494.52 0.73 0.00 0.73 2.54 P -54 Open - 102.61 0.65 494.52 4 94.52 0.00 0.00 0.00 0.21 Title: Dove Crossing Phase 1 Project Engineer Joe Schultz g: \.. \wafer report info\phase2.wcd Texcon General Contractors vv alor( v6 `, I6 ` -) 120 11 10/07/04 09:1729 AM liaestad Methods, Inc 37 Brookside Road Waterbury, CT 06706 USA � 1- 1(13 -7 5 S- 10;61; Page 3 Appendix "D" Dove Crossing Subdivision Phase 3 Analysis Scenario: Base ex l � b. I - b - I Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phase3.wcd Texcon General Contractors WaterCAD 06.5 16.5120jl 10/13/04 01:33:46 PM © Haestad Methods, Inc. 37 Brookside Road Walerbury, CT 06708 USA +1 - 203 - 755 - 1666 Page I of 1 Scenario: Base Steady State Analysis Junction Report Label Elevatio (ft) Zone Type Base Flow (gpm) Pattern Demand Calculated (gpm) Calculated lydraulic Grad (ft) Pressure (psi) J -1 307.50 Zone Demand 0.00 Fixed 0.00 504.74 85.34 J -2 307.70 Zone Demand 0.00 Fixed 0.00 504.38 85.10 J -3 308.00 Zone Demand 21.00 Fixed 21.00 503.23 84.47 J-4 308.70 Zone Demand 0.00 Fixed 0.00 502.23 83.73 J -5 308.80 Zone Demand 0.00 Fixed 0.00 500.60 82.98 J -6 308.70 Zone Demand 0.00 Fixed 0.00 500.43 82.95 J -7 308.40 Zone Demand 0.00 Fixed 0.00 499.83 82.82 J -8 308.00 Zone Demand 0.00 Fixed 0.00 498.96 82.62 J-9 306.90 Zone Demand 0.00 Fixed 0.00 497.99 82.67 J -10 306.30 Zone Demand 0.00 Fixed 0.00 497.33 82.65 J -11 305.30 Zone Demand 0.00 Fixed 0.00 496.95 82.92 J -12 302.90 Zone Demand 0.00 Fixed 0.00 495.80 83.46 J -13 306.20 Zone Demand 34.50 Fixed 34.50 497.31 82.69 J -14 302.80 Zone Demand 0.00 Fixed 0.00 496.95 84.00 J -15 306.80 Zone Demand 0.00 Fixed 0.00 502.73 84.77 J -16 306.80 Zone Demand 0.00 Fixed 0.00 502.68 84.75 J -17 306.80 Zone Demand 31.50 Fixed 31.50 502.45 84.65 J -18 304.00 Zone Demand 0.00 Fixed 0.00 497.54 83.74 J -19 302.00 Zone Demand 0.00 Fixed 0.00 496.67 84.22 J -20 306.90 Zone Demand 0.00 Fixed 0.00 502.16 84.48 J -21 300.40 Zone Demand 64.50 Fixed 64.50 499.26 86.041 J -22 301.70 Zone Demand 0.00 Fixed 0.00 498.50 85.15 J -23 301.70 Zone Demand 61.50 Fixed 61.50 498.44 85.12 J -24 301.30 Zone Demand 0.00 Fixed 0.00 498.11 85.15 J -25 299.50 Zone Demand 0.00 Fixed 0.00 498.44 86.07 J -26 308.90 Zone Demand 0.00 Fixed 0.00 500.27 82.80 J -27 306.50 Zone Demand 0.00 Fixed 0.00 499.56 83.53 J -28 296.80 Zone Demand 0.00 Fixed 0.00 499.26 87.60 J -29 302.00 Zone Demand 0.00 Fixed 0.00 497.22 84.46 J -30 300.00 Zone Demand 45.00 Fixed 45.00 497.10 85.27 J -31 288.00 Zone Demand 34.50 Fixed 34.50 494.66 89.41 J -32 296.50 Zone Demand 0.00 Fixed 0.00 493.31 85.15 J -33 294.00 Zone Demand 0.00 Fixed 0.00 492.27 85.78 J -34 292.00 Zone Demand 0.00 Fixed 0.00 490.64 85.94 J -35 294.50 Zone Demand 0.00 Fixed 0.00 492.30 85.58 J -36 294.50 Zone Demand 0.00 Fixed 0.00 492.31 85.58 J -37 300.50 Zone Demand 0.00 Fixed 0.00 494.66 84.01 J -38 300.50 Zone Demand 0.00 Fixed 0.00 494.66 84.01 J -39 299.50 Zone Demand 0.00 Fixed 0.00 494.39 84.32 J-40 298.50 Zone Demand 60.00 Fixed 60.00 494.15 84.65 J-41 292.00 Zone Demand 0.00 Fixed 0.00 491.04 86.12 J-42 294.00 Zone Demand 0.00 Fixed 0.00 492.27 85.78 J -43 297.30 Zone Demand 0.00 Fixed 0.00 495.84 85.90 J -44 297.00 Zone Demand 0.00 Fixed 0.00 495.75 85.99 J -45 295.50 Zone Demand 0.00 Fixed 0.00 493.04 85.47 J -46 297.00 Zone Demand 0.00 Fixed 0.00 495.75 85.99 J -47 295.00 Zone Demand 0.00 Fixed 0.00 492.44 85.42 J-48 290.50 Zone Demand 0.00 Fixed 0.00 489.41 86.06 J -49 290.50 Zone Demand 500.00 Fixed 500.00 489.09 85.92 J -50 290.50 Zone Demand 0.00 Fixed 0.00 489.25 85.99 J -51 288.00 Zone Demand 0.00 Fixed 0.00 489.76 87.29 J -52 290.00 Zone Demand 1,000.00 Fixed 1,000.00 487.86 85.60 Cxh, bi+ D "-L Sc.Qncf -Y 0 Sl� ov�IA� b lO V-W -5+ re, � A ual rGSSu 1 an4 MaK; Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phase3.wcd Texcon General Contractors WaterCAD v6.5 [6.5120j) 10/07/04 09:20:24 AM © Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 203 755 - 1666 Page 1 of 2 Scenario: Base Steady State Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand :Calculated (gpm) Calculated dydraulic Grad (ft) Pressure (psi) J -53 290.50 Zone Demand 40.50 Fixed 40.50 490.10 86.36 J -54 290.50 Zone Demand 0.00 Fixed 0.00 490.72 86.62 J -55 290.50 Zone Demand 40.50 Fixed 40.50 491.28 86.87 J -56 291.00 Zone Demand 0.00 Fixed 0.00 491.28 86.65 J -57 294.00 Zone Demand 0.00 Fixed 0.00 492.52 85.89 J -58 294.00 Zone Demand 0.00 Fixed 0.00 492.52 85.89 J -59 286.00 Zone Demand 40.50 Fixed 40.50 490.04 88.28 J -60 287.50 Zone Demand 40.50 Fixed 40.50 490.71 87.92 J -61 294.00 Zone Demand 0.00 Fixed 0.00 492.62 85.93 J -62 287.60 Zone Demand 0.00 Fixed 0.00 490.75 87.89 J -63 287.00 Zone Demand 0.00 Fixed 0.00 490.59 88.08 J -64 290.00 Zone Demand 0.00 Fixed 0.00 490.05 86.55 J -65 284.00 Zone Demand 0.00 Fixed 0.00 490.04 89.14 J -66 289.00 Zone Demand 0.00 Fixed 0.00 489.76 86.86 J -67 286.50 Zone Demand 0.00 Fixed 0.00 490.33 88.19 J -68 287.00 Zone Demand 0.00 Fixed 0.00 490.59 88.08 J -69 287.50 Zone Demand 0.00 1 Fixed 1 0.001 490.711 87:92 Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \.. \water report info \phase3.wcd Texcon General Contractors WaterCAD v6.5 [6 512011 10/07/04 09:20:24 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 page 2. of 2 Scenario: Base Steady State Analysis Pipe Report Label Length (ft) Diametet (in) Material Hazen- William C Check Valve? Minor Loss oefficien Control Status Dischargk (gpm) 1pstrearn Structuli Hydraulic Grade (ft) vwnstrearn Structui Hydraulic Grade (ft) eressure Pipe Headlos (ft) Headloss Gradient (ft/1000ft) P -1 177.00 12.0 PVC 150.0 false 0.00 Open 2,014.50 506.00 504.74 1.26 7.11 P -2 23.00 8.0 PVC 150.0 false 0.00 Open 1,057.40 504.74 504.38 0.36 15.54 P -3 74.00 8.0 PVC 150.0 false 0.00 Open 1,057.40 504.38 503.23 1.15 15.54 P-4 67.00 8.0 PVC 150.0 false 0.00 Open 1,036.40 503.23 502.23 1.00 14.97 P -5 109.00 8.0 PVC 150.0 false 0.00 Open 1,036.40 502.23 500.60 1.63 14.97 P -6 11.00 8.0 PVC 150.0 false 0.00 Open 1,036.40 500.60 500.43 0.16 14.97 P -7 54.00 8.0 PVC 150.0 false 0.00 Open 884.50 500.43 499.83 0.60 11.16 P -8 78.00 8.0 PVC 150.0 false 0.00 Open 884.50 499.83 498.96 0.87 11.16 P -9 87.00 8.0 PVC 150.0 false 0.00 Open 884.50 498.96 497.99 0.97 11.16 P -10 59.00 8.0 PVC 150.0 false 0.00 Open 884.50 497.99 497.33 0.66 11.16 P -11 41.00 8.0 PVC 150.0 false 0.00 Open 801.71 497.33 496.95 0.38 9.31 P -12 120.00 8.0 PVC 150.0 false 0.00 Open 813.34 496.95 495.80 1.15 9.56 P -13 28.00 6.0 PVC 150.0 false 0.00 Open 82.79 497.33 497.31 0.02 0.56 P -14 376.00 6.0 PVC 150.0 false 0.00 Open -11.63 496.95 496.95 0.01 0.01 P -15 173.00 6.0 PVC 150.0 false 0.00 Open 424.34 504.74 502.73 2.01 11.63 P -16 4.00 6.0 PVC 150.0 false 0.00 Open 424.34 502.73 502.68 0.05 11.63 P -17 20.00 6.0 PVC 150.0 false 0.00 Open 424.34 502.68 502.45 0.23 11.63 P -18 487.00 6.0 PVC 150.0 false 0.00 Open 392.84 502.45 497.54 4.91 10.08 P -19 58.00 6.0 PVC 150.0 false 0.00 Open 392.84 497.54 496.95 0.58 10.08 P -20 30.00 6.0 PVC 150.0 false 0.00 Open 381.21 496.95 496.67 0.29 9.54 P -21 592.00 8.0 PVC 150.0 false 0.00 Open 532.76 504.74 502.16 2.58 4.37 P -22 663.00 8.0 PVC 150.0 false 0.00 Open 532.76 502.16 499.26 2.89 4.37 P -23 221.00 8.0 PVC 150.0 false 0.00 Open 468.26 499.26 498.50 0.76 3.44 P -24 19.00 8.0 PVC 150.0 false 0.00 Open 468.26 498.50 498.44 0.07 3.44 P -25 69.00 8.0 PVC 150.0 false 0.00 Open 558.66 498.44 498.11 0.33 4.77 P -26 160.00 8.0 PVC 150.0 false 0.00 Open 0.00 498.44 498.44 0.00 0.00 P -27 93.00 6.0 PVC 150.0 false 0.00 Open 151.90 500.43 500.27 0.16 1.74 P -28 412.00 6.0 PVC 150.0 false 0.00 Open 151.90 500.27 499.56 0.71 1.74 P -29 646.00 6.0 PVC 150.0 false 0.00 Open 151.90 499.56 498.44 1.12 1.74 P -30 169.00 6.0 PVC 150.0 false 0.00 Open 0.00 499.26 499.26 0.00 0.00 P -31 470.00 6.0 PVC 150.0 false 0.00 Open 48.29 497.31 497.22 0.10 0.21 P -32 576.00 6.0 PVC 150.0 false 0.00 Open 48.29 497.22 497.10 0.12 0.21 P -33 210.00 6.0 PVC 150.0 false 0.00 Open 381.21 496.67 494.66 2.00 9.54 P -34 173.00 6.0 PVC 150.0 false 0.00 Open 342.22 494.66 493.31 1.35 7.81 P -35 133.00 6.0 PVC 150.0 false 0.00 Open 342.22 493.31 492.27 1.04 7.81 P -36 160.00 6.0 PVC 150.0 false 0.00 Open 396.09 492.27 490.64 1.64 10.24 P -37 26.00 6.0 PVC 150.0 false 0.00 Open -58.11 492.30 492.31 0.01 0.29 P -38 302.00 6.0 PVC 150.0 false 0.00 Open 4.49 494.66 494.66 0.00 0.00 P -39 72.00 6.0 PVC 150.0 false 0.00 Open 4.49 .494.66 494.66 0.00 0.00 P -40 391.00 6.0 PVC 150.0 false 0.00 Open 92.57 494.66 494.39 0.27 0.69 P-41 354.00 6.0 PVC 150.0 false 0.00 Open 92.57 494.39 494.15 0.25 0.69 P -42 119.00 8.0 PVC 150.0 false 0.00 Open 813.34 495.80 494.66 1.14 9.56 P -44 161.00 8.0 PVC 150.0 false 0.00 Open 729.50 492.30 491.04 1.26 7.81 P -45 161.00 8.0 PVC 150.0 false 0.00 Open -0.00 492.27 492.27 0.00 0.00 P-46 375.00 8.0 PVC 150.0 false 0.00 Open -53.88 492.27 492.30 0.02 0.06 P -47 212.00 8.0 PVC 150.0 false 0.00 Open 558.66 498.11 497.10 1.01 4.77 P -48 260.00 8.0 PVC 150.0 false 0.00 Open 561.95 497.10 495.84 1.25 4.82 P -49 19.00 8.0 PVC 150.0 false 0.00 Open 561.95 495.84 495.75 0.09 4.82 P -50 207.00 8.0 PVC 150.0 false 0.00 Open - 594.52 493.04 494.15 1.11 5.35 P -51 333.00 8.0 PVC 150.0 false 0.00 Open - 561.95 494.15 495.75 1.60 4.82 P -52 70.00 8.0 PVC 150.0 false 0.00 Open 0.00 495.75 495.75 0.00 0.00 Title: Dove Crossing Phase 1 Project Engineer: ,Joe Schultz g: \... \water report info \phase3.wcd Texcon General Contractors WaterCAD v6.5 (6.5120il 10/13/04 01:52:59 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 2 a k'* 614- VD-3 Scenario: Base Steady State Analysis Pipe Report Label Length (ft) Diametef (in) Material Hazen- William C Check Valve? Minor Loss Coefficien Control Status Dischargk (gpm) 1pstream Struct Hydraulic Grade (ft) wnstream Structui Hydraulic Grade (ft) Pressure Pipe Headlos (ft) Headloss Gradient (ft/1000ft) P -53 288.00 8.0 PVC 150.0 false 0.00 Open 725.26 494.66 492.44 2.23 7.73 P -54 18.00 8.0 PVC 150.0 false 0.00 Open 725.26 492.44 492.30 0.14 7.73 P -55 120.00 6.0 PVC 150.0 false 0.00 Open 396.09 490.64 489.41 1.23 10.24 P -56 261.00 6.0 PVC 150.0 false 0.00 Open 124.55 489.41 489.09 0.31 1.20 P -57 17.00 6.0 PVC 150.0 false 0.00 Open - 375.45 489.09 489.25 0.16 9.27 P -58 165.00 6.0 PVC 150.0 false 0.00 Open - 206.74 489.25 489.76 0.51 3.07 P -59 305.00 6.0 PVC 150.0 false 0.00 Open 271.55 489.41 487.86 1.55 5.09 P -60 71.00 6.0 PVC 150.0 false 0.00 Open - 728.45 487.86 490.10 2.25 31.64 P -61 388.00 6.0 PVC 150.0 false 0.00 Open - 144.67 490.10 490.72 0.62 1.59 P -62 353.00 6.0 PVC 150.0 false 0.00 Open - 144.67 490.72 491.28 0.56 1.59 P -63 68.00 6.0 PVC 150.0 false 0.00 Open 0.00 491.28 491.28 0.00 0.00 P -64 716.00 6.0 PVC 150.0 false 0.00 Open -58.11 492.31 492.52 0.21 0.29 P -65 68.00 6.0 PVC 150.0 false 0.00 Open 0.00 492.52 492.52 0.00 0.00 P -66 375.00 6.0 PVC 150.0 false 0.00 Open - 168.71 489.25 490.04 0.79 2.11 P -67 742.00 6.0 PVC 150.0 false 0.00 Open - 106.74 490.04 490.71 0.67 0.90 P -68 79.00 8.0 PVC 150.0 false 0.00 Open 594.52 493.04 492.62 0.42 5.35 P -69 19.00 8.0 PVC 150.0 false 0.00 Open 594.52 492.62 492.52 0.10 5.35 P -70 280.00 8.0 PVC 150.0 false 0.00 Open 536.41 492.52 491.28 1.24 4.42 P -71 260.00 8.0 PVC 150.0 false 0.00 Open 351.24 491.28 490.75 0.52 2.02 P -72 20.00 8.0 PVC 150.0 false 0.00 Open 351.24 490.75 490.71 0.04 2.02 P -73 164.00 8.0 PVC 150.0 false 0.00 Open 203.99 490.71 490.59 0.12 0.74 P -74 120.00 8.0 PVC 150.0 false 0.00 Open 729.50 491.04 490.10 0.94 7.81 P -75 261.00 8.0 PVC 150.0 false 0.00 Open 105.22 490.10 490.05 0.06 0.22 P -76 17.00 8.0 PVC 150.0 false 0.00 Open 105.22 490.05 490.04 0.00 0.22 P -77 166.00 8.0 PVC 150.0 false 0.00 Open 2.75 490.04 490.04 0.00 0.00 P -78 164.00 8.0 PVC 150.0 false 0.00 Open 0.00 489.76 489.76 0.00 0.00 P -79 375.00 8.0 PVC 150.0 false 0.00 Open - 206.74 489.76 490.04 0.28 0.76 P -80 390.00 8.0 PVC 150.0 false 0.00 Open - 203.99 490.04 490.33 0.29 0.74 P -81 354.00 8.0 PVC 150.0 false 0.00 Open - 203.99 490.33 490.59 0.26 0.74 P -82 69.00 8.0 PVC 150.0 false 0.00 Open 0.00 490.59 490.59 0.00 0.00 P -83 1 71.001 8.01 PVC 1 150.01 false 1 0.00 1 Open 1 0.001 490.711 490.711 0.001 0.00 Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phase3.wcd Texcon General Contractors WaterCAD v(3 5 16 5120j) 10/13/04 01:52:59 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 067013 USA + 1- 203 - 755 - IP;66 Page 2 of 2 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz Project Date: 09/24/04 09:58:06 AM Comments: Scenario Summary Scenario Active Topology Alternative Physical Alternative Demand Alternative Initial Settings Alternative Operational Alternative Age Alternative Constituent Alternative Trace Alternative Fire Flow Alternative Capital Cost Alternative Energy Cost Alternative User Data Alternative Base Base - Active Topology Base - Physical Base - Demand Base - Initial Settings Base - Operational Base -Age Alternative Base - Constituent Base -Trace Alternative Base -Fire Flow Base - Capital Cost Base - Energy Cost B - Data ax b ►k o-y Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phase3.wcd Texcon General Contractors WaterCAD v6.5 16.5120jj 10/07/04 09:20:40 AM © Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-166(3 Page i Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity 1.00 Kinematic Viscosity 1.0804e -5 ftz /s Network Inventory Pressure Pipes 82 Number of Tanks 0 Number of Reservoirs 1 - Constant Area: 0 Number of Pressure Junctions 69 - Variable Area: 0 Number of Pumps 0 Number of Valves 0 - Constant Power: 0 - FCV's: 0 - One Point (Design Point): 0 - PBV's: 0 - Standard (3 Point): 0 - PRV's: 0 - Standard Extended: 0 - PSV's: 0 - Custom Extended: 0 - TCV's: 0 - Multiple Point: 0 - GPV's: 0 Number of Spot Elevations 0 Pressure Pipes Inventory 6.0 in 9,012.00 ft 12.0 in 177.00 ft 8.0 in 7,479.00 ft T Length 16,668.00 ft ax b ►k o-y Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info \phase3.wcd Texcon General Contractors WaterCAD v6.5 16.5120jj 10/07/04 09:20:40 AM © Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-166(3 Page i Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer ,Joe Schultz g: \._\water report info \phase3.wcd Texcon General Contractors WaterCAD v6 5 16.5120jl 10!07/04 09:20:40 AM O Haestad Methods, Inc:. 37 Brookside Road Waterbury. CT 06708 USA �1- 203 - 755 -16( >6 I 2 Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ftls) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -1 Open 2,014.50 5.71 506.00 504.74 1.26 0.00 1.26 7.11 P -2 Open 1,057.40 6.75 504.74 504.38 0.36 0.00 0.36 15.54 P -3 Open 1,057.40 6.75 504.38 503.23 1.15 0.00 1.15 15.54 P -4 Open 1,036.40 6.62 503.23 502.23 1.00 0.00 1.00 14.97 P -5 Open 1,036.40 6.62 502.23 500.60 1.63 0.00 1.63 14.97 P -6 Open 1,036.40 6.62 500.60 500.43 0.16 0.00 0.16 14.97 P -7 Open 884.50 5.65 500.43 499.83 0.60 0.00 0.60 11.16 P -8 Open 884.50 5.65 499.83 498.96 0.87 0.00 0.87 11.16 P -9 Open 884.50 5.65 498.96 497.99 0.97 0.00 0.97 11.16 P -10 Open 884.50 5.65 497.99 497.33 0.66 0.00 0.66 11.16 P -11 Open 801.71 5.12 497.33 496.95 0.38 0.00 0.38 9.31 P -12 Open 813.34 5.19 496.95 495.80 1.15 0.00 1.15 9.56 P -13 Open 82.79 0.94 497.33 497.31 0.02 0.00 0.02 0.56 P -14 Open -11.63 0.13 496.95 496.95 0.01 0.00 0.01 0.01 P -15 Open 424.34 4.82 504.74 502.73 2.01 0.00 2.01 11.63 P -16 Open 424.34 4.82 502.73 502.68 0.05 0.00 0.05 11.63 P -17 Open 424.34 4.82 502.68 502.45 0.23 0.00 0.23 11.63 P -18 Open 392.84 4.46 502.45 497.54 4.91 0.00 4.91 10.08 P -19 Open 392.84 4.46 497.54 496.95 0.58 0.00 0.58 10.08 P -20 Open 381.21 4.33 496.95 496.67 0.29 0.00 0.29 9.54 P -21 Open 532.76 3.40 504.74 502.16 2.58 0.00 2.58 4.37 P -22 Open 532.76 3.40 502.16 499.26 2.89 0.00 2.89 4.37 P -23 Open 468.26 2.99 499.26 498.50 0.76 0.00 0.76 3.44 P -24 Open 468.26 2.99 498.50 498.44 0.07 0.00 0.07 3.44 P -25 Open 558.66 3.57 498.44 498.11 0.33 0.00 0.33 4.77 P -26 Open 0.00 0.00 498.44 498.44 0.00 0.00 0.00 0.00 P -27 Open 151.90 1.72 500.43 500.27 0.16 0.00 0.16 1.74 P -28 Open 151.90 1.72 500.27 499.56 0.71 0.00 0.71 1.74 P -29 Open 151.90 1.72 499.56 498.44 1.12 0.00 1.12 1.74 P -30 Open 0.00 0.00 499.26 499.26 0.00 0.00 0.00 0.00 P -31 Open 48.29 0.55 497.31 497.22 0.10 0.00 0.10 0.21 P -32 Open 48.29 0.55 497.22 497.10 0.12 0.00 0.12 0.21 P -33 Open 381.21 4.33 496.67 494.66 2.00 0.00 2.00 9.54 P -34 Open 342.22 3.88 494.66 493.31 1.35 0.00 1.35 7.81 P -35 Open 342.22 3.88 493.31 492.27 1.04 0.00 1.04 7.81 P -36 Open 396.09 4.49 492.27 490.64 1.64 0.00 1.64 10.24 P -37 Open -58.11 0.66 492.30 492.31 0.01 0.00 0.01 0.29 P -38 Open 4.49 0.05 494.66 494.66 0.00 0.00 0.00 0.00 P -39 Open 4.49 0.05 494.66 494.66 0.00 0.00 0.00 0.00 P -40 Open 92.57 1.05 494.66 494.39 0.27 0.00 0.27 0.69 P -41 Open 92.57 1.05 494.39 494.15 0.25 0.00 0.25 .0.69 P -42 Open 813.34 5.19 495.80 494.66 1.14 0.00 1.14 9.56 P -44 Open 729.50 4.66 492.30 491.04 1.26 0.00 1.26 7.81 P -45 Open -0.00 0.00 492.27 492.27 0.00 0.00 0.00 0.00 P -46 Open -53.88 0.34 492.27 492.30 0.02 0.00 0.02 0.06 P -47 Open 558.66 3.57 498.11 497.10 1.01 0.00 1.01 4.77 P -48 Open 561.95 3.59 497.10 495.84 1.25 0.00 1.25 4.82 P -49 Open 561.95 159 495.84 495.75 0.09 0.00 0.09 4.82 Title: Dove Crossing Phase 1 Project Engineer ,Joe Schultz g: \._\water report info \phase3.wcd Texcon General Contractors WaterCAD v6 5 16.5120jl 10!07/04 09:20:40 AM O Haestad Methods, Inc:. 37 Brookside Road Waterbury. CT 06708 USA �1- 203 - 755 -16( >6 I 2 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 '\ Project Engineer. Joe SChultZ g: \... \water report info \phase3.wcd Texcon General Contractors WalerCAD v6 5 16.5120jl 10/07/04 09:20:40 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 3 Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -50 Open - 594.52 3.79 493.04 494.15 1.11 0.00 1.11 5.35 P -51 Open - 561.95 3.59 494.15 495.75 1.60 0.00 1.60 4.82 P -52 Open 0.00 0.00 495.75 495.75 0.00 0.00 0.00 0.00 P -53 Open 725.26 4.63 494.66 492.44 2.23 0.00 2.23 7.73 P -54 Open 725.26 4.63 492.44 492.30 0.14 0.00 0.14 7.73 P -55 Open 396.09 4.49 490.64 489.41 1.23 0.00 1.23 10.24 P -56 Open 124.55 1.41 489.41 489.09 0.31 0.00 0.31 1.20 P -57 Open - 375.45 4.26 489.09 489.25 0.16 0.00 0.16 9.27 P -58 Open - 206.74 2.35 489.25 489.76 0.51 0.00 0.51 3.07 P -59 Open 271.55 3.08 489.41 487.86 1.55 0.00 1.55 5.09 P -60 Open - 728.45 8.27 487.86 490.10 2.25 0.00 2.25 31.64 P -61 Open - 144.67 1.64 490.10 490.72 0.62 0.00 0.62 1.59 P -62 Open - 144.67 1.64 490.72 491.28 0.56 0.00 0.56 1.59 P -63 Open 0.00 0.00 491.28 491.28 0.00 0.00 0.00 0.00 P -64 Open -58.11 0.66 492.31 492.52 0.21 0.00 0.21 0.29 P -65 Open 0.00 0.00 492.52 492.52 0.00 0.00 0.00 0.00 P -66 Open - 168.71 1.91 489.25 490.04 0.79 0.00 0.79 2.11 P -67 Open - 106.74 1.21 490.04 490.71 0.67 0.00 0.67 0.90 P -68 Open 594.52 3.79 493.04 492.62 0.42 0.00 0.42 5.35 P -69 Open 594.52 3.79 492.62 492.52 0.10 0.00 0.10 5.35 P -70 Open 536.41 3.42 492.52 491.28 1.24 0.00 1.24 4.42 P -71 Open 351.24 2.24 491.28 490.75 0.52 0.00 0.52 2.02 P -72 Open 351.24 2.24 490.75 490.71 0.04 0.00 0.04 2.02 P -73 Open 203.99 1.30 490.71 490.59 0.12 0.00 0.12 0.74 P -74 Open 729.50 4.66 491.04 490.10 0.94 0.00 0.94 7.81 P -75 Open 105.22 0.67 490.10 490.05 0.06 0.00 0.06 0.22 P -76 Open 105.22 0.67 490.05 490.04 0.00 0.00 0.00 0.22 P -77 Open 2.75 0.02 490.04 490.04 0.00 0.00 0.00 0.00 P -78 Open 0.00 0.00 489.76 489.76 0.00 0.00 0.00 0.00 P -79 Open - 206.74 1.32 489.76 490.04 0.28 0.00 0.28 0.76 P -80 Open - 203.99 1.30 490.04 490.33 0.29 0.00 0.29 0.74 P -81 Open - 203.99 1.30 490.33 490.59 0.26 0.00 0.26 0.74 P -82 Open 0.00 0.00 490.59 490.59 0.00 0.00 0.00 0.00 P -83 Open 0.00 0.00 490.71 490.71 0.00 0.00 0.00 0.00 Title: Dove Crossing Phase 1 '\ Project Engineer. Joe SChultZ g: \... \water report info \phase3.wcd Texcon General Contractors WalerCAD v6 5 16.5120jl 10/07/04 09:20:40 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 3 Appendix "E" Dove Crossing Subdivision Phase 4 Analysis Scenario: Base FNa o Title: Dove Crossing Phase 1 Project Engineer: Joe SchuIIZ g:\ .. \water report info \phase4.wcd Texcon General Contractors Wak?rCAD v6.5 16 5120j] 10/13/04 01:54:51 PM O Haestad Methods, Inc. 37 Brookside Road Walerhury, CT 06705 USA +1 -203- 755 -1666 Page 1 of 1 Scenario: Base Steady State Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand Calculated (gpm) Calculated iydraulic Grad (ft) Pressure (psi) J -1 307.50 Zone Demand 0.00 Fixed 0.00 504.53 85.25 J -2 307.70 Zone Demand 0.00 Fixed 0.00 504.12 84.98 J -3 308.00 Zone Demand 21.00 Fixed 21.00 502.80 84.28 J -4 308.70 Zone Demand 0.00 Fixed 0.00 501.65 83.48 J -5 308.80 Zone Demand 0.00 Fixed 0.00 499.77 82.62 J -6 308.70 Zone Demand 0.00 Fixed 0.00 499.58 82.59 J -7 308.40 Zone Demand 0.00 Fixed 0.00 498.93 82.43 J -8 308.00 Zone Demand 0.00 Fixed 0.00 497.98 82.19 J -9 306.90 Zone Demand 0.00 Fixed 0.00 496.92 82.21 J -10 306.30 Zone Demand 0.00 Fixed 0.00 496.20 82.16 J -11 305.30 Zone Demand 0.00 Fixed 0.00 495.86 82.45 J -12 302.90 Zone Demand 0.00 Fixed 0.00 494.76 83.01 J -13 306.20 Zone Demand 34.50 Fixed 34.50 496.14 82.18 J -14 302.80 Zone Demand 0.00 Fixed 0.00 495.92 83.55 J -15 306.80 Zone Demand 0.00 Fixed 0.00 502.32 84.59 J -16 306.80 Zone Demand 0.00 Fixed 0.00 502.26 84.57 J -17 306.80 Zone Demand 31.50 Fixed 31.50 502.01 84.46 J -18 304.00 Zone Demand 0.00 Fixed 0.00 496.57 83.31 J -19 302.00 Zone Demand 0.00 Fixed 0.00 495.64 83.78 J -20 306.90 Zone Demand 0.00 Fixed 0.00 501.26 84.09 J -21 300.40 Zone Demand 64.50 Fixed 64.50 497.60 85.32. J -22 301.70 Zone Demand 0.00 Fixed 0.00 496.61 84.33 J -23 301.70 Zone Demand 61.50 Fixed 61.50 496.53 84.29 J -24 301.30 Zone Demand 0.00 Fixed 0.00 496.07 84.27 J -25 299.50 Zone Demand 0.00 Fixed 0.00 496.53 85.24 J -26 308.90 Zone Demand 0.00 Fixed 0.00 499.34 82.39 J -27 306.50 Zone Demand 0.00 Fixed 0.00 498.24 82.96 J -28 296.80 Zone Demand 0.00 Fixed 0.00 497.60 86.88 J -29 302.00 Zone Demand 0.00 Fixed 0.00 495.47 83.71 J -30 300.00 Zone Demand 45.00 Fixed 45.00 494.65 84.22 J -31 288.00 Zone Demand 34.50 Fixed 34.50 493.71 89.00 J -32 296.50 Zone Demand 0.00 Fixed 0.00 492.63 84.85 J -33 294.00 Zone Demand 0.00 Fixed 0.00 491.80 85.58 J -34 292.00 Zone Demand 0.00 Fixed 0.00 491.09 86.14 J -35 294.50 Zone Demand 0.00 Fixed 0.00 491.77 85.35 J -36 294.50 Zone Demand 0.00 Fixed 0.00 491.74 85.33 J -37 300.50 Zone Demand 0.00 Fixed 0.00 493.67 83.58 J -38 300.50 Zone Demand 0.00 Fixed 0.00 493.66 83.57 J -39 299.50 Zone Demand 0.00 Fixed 0.00 492.62 83.55 J-40 298.50 Zone Demand 60.00 Fixed 60.00 491.68 83.58 J -41 292.00 Zone Demand 0.00 Fixed 0.00 491.03 86.11 J -42 294.00 Zone Demand 0.00 Fixed 0.00 491.80 85.58 J -43 297.30 Zone Demand 0.00 Fixed 0.00 492.45 84.43 J -44 297.00 Zone Demand 0.00 Fixed 0.00 492.29 84.49 J -45 295.50 Zone Demand 0.00 Fixed 0.00 490.97 84.57 J -46 297.00 Zone Demand 0.00 Fixed 0.00 492.09 84.41 J -47 295.00 Zone Demand 0.00 Fixed 0.00 491.89 85.18 J -48 290.50 Zone Demand 0.00 Fixed 0.00 490.56 86.56 J -49 290.50 Zone Demand 0.00 Fixed 0.00 489.82 86.24 J -50 290.50 Zone Demand 0.00 Fixed 0.00 489.77 86.22 J -51 288.00 Zone Demand 0.00 Fixed 0.00 489.54 87.20 J -52 290.00 Zone Demand 0.00 Fixed 0.00 490.49 86.74 Exh b, � E - �- 5cerlav i o Slhoujt'n bo+� 10";G' Me ' cQuJod � r65v av1d "1aX 1Vl1LkM t �rl "� Jeloc k� 5 Title: Dove Crossing Phase 1 Project Engineer: ,Joe Schultz g: \... \water report info \phase4.wcd Texcon General Contractors WaterCAD v6.5 [6.5120jl 10/07/04 09:22:55 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 2 Scenario: Base Steady State Analysis Junction Report Label Elevation (ft) Zone Type Base Flow (gpm) Pattern Demand Calculated (gpm) Calculated iydraulic Grad (ft) Pressure (psi) J -53 290.50 Zone Demand 40.50 Fixed 40.50 490.47 86.52 J -54 290.50 Zone Demand 0.00 Fixed 0.00 489.94 86.29 J -55 290.50 Zone Demand 40.50 Fixed 40.50 489.47 86.08 J -56 291.00 Zone Demand 0.00 Fixed 0.00 489.44 85.86 J -57 294.00 Zone Demand 0.00 Fixed 0.00 490.64 85.08 J -58 294.00 Zone Demand 0.00 Fixed 0.00 490.60 85.06 J -59 286.00 Zone Demand 40.50 Fixed 40.50 489.65 88.11 J -60 287.50 Zone Demand 40.50 Fixed 40.50 488.19 86.83 J -61 294.00 Zone Demand 0.00 Fixed 0.00 490.70 85.10 J -62 287.60 Zone Demand 0.00 Fixed 0.00 488.28 86.83 J -63 287.00 Zone Demand 0.00 Fixed 0.00 487.25 86.64 J -64 290.00 Zone Demand 0.00 Fixed 0.00 489.70 86.40 J -65 284.00 Zone Demand 0.00 Fixed 0.00 489.41 88.87 J -66 289.00 Zone Demand 0.00 Fixed 0.00 489.54 86.76 J -67 286.50 Zone Demand 0.00 Fixed 0.00 488.28 87.30 J -68 287.00 Zone Demand 0.00 Fixed 0.00 486.21 86.19 J -69 287.50 Zone Demand 0.00 Fixed 0.00 488.19 86.83 J -70 295.50 Zone Demand 0.00 Fixed 0.00 490.10 84.20 J -71 289.00 Zone Demand 0.00 Fixed 0.00 489.29 86.66 J -72 292.00 Zone Demand 43.50 Fixed 43.50 489.14 85.29 J -73 298.00 Zone Demand 45.00 Fixed 45.00 490.84 83.43 J -74 298.00 Zone Demand 0.00 Fixed 0.00 490.78 83.41 J -75 296.00 Zone Demand 0.00 Fixed 0.00 490.21 84.02 J -76 296.00 Zone Demand 0.00 Fixed 0.00 490.14 84.00 J -77 297.00 Zone Demand 0.00 Fixed 0.00 490.21 83.59 J -78 288.00 Zone Demand 500.00 Fixed 500.00 488.15 86.59 J -79 288.00 Zone Demand 43.50 Fixed 43.50 488.15 86.59 J -80 286.50 Zone Demand 1,000.00 Fixed 1,000.00 482.10 84.63 J -81 286.50 Zone Demand 43.50 Fixed 43.50 482.09 84.62 J -82 1 286.501 Zone Demand 1 0.00 1 Fixed 1 0.001 482.091 84.62 Title: Dove Crossing Phase 1 Project Engineer Joe Schultz g: \... \water report info \phase4.wcd Texcon General Contractors WalerCAD v6 5 i6.5120jl 10/07104 09:22:55 AM © Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 2 of 2 Scenario: Base Steady State Analysis Pipe Report Label Length (ft) Diameter (in) Material Hazen- William C Check Valve? Minor Loss Coefficieni Control Status Discharg& (gpm) Ipstream StructtA Hydraulic Grade (ft) aDwnstream Structui Hydraulic Grade (ft) Pressure Pipe Headlos (ft) Headloss Gradient (ft/1000ft) P -1 177.00 12.0 PVC 150.0 false 0.00 Open 2,190.00 506.00 504.53 1.47 8.30 P -2 23.00 8.0 PVC 150.0 false 0.00 Open 1,138.50 504.53 504.12 0.41 17.82 P -3 74.00 80 PVC 150.0 false 0.00 Open 1,138.50 504.12 502.80 1.32 17.82 P -4 67.00 8.0 PVC 150.0 false 0.00 Open 1,117.50 502.80 501.65 1.15 17.22 P -5 109.00 8.0 PVC 150.0 false 0.00 Open 1,117.50 501.65 499.77 1.88 17.21 P -6 11.00 8.0 PVC 150.0 false 0.00 Open 1,117.50 499.77 499.58 0.19 17.21 P -7 54.00 8.0 PVC 150.0 false 0.00 Open 926.41 499.58 498.93 0.66 12.16 P -8 78.00 8.0 PVC 150.0 false 0.00 Open 926.41 498.93 497.98 0.95 12.16 P -9 87.00 8.0 PVC 150.0 false 0.00 Open 926.41 497.98 496.92 1.06 12.16 P -10 59.00 8.0 PVC 150.0 false 0.00 Open 926.41 496.92 496.20 0.72 12.16 P -11 41.00 8.0 PVC 150.0 false 0.00 Open 755.47 496.20 495.86 0.34 8.34 P -12 120.00 8.0 PVC 150.0 false 0.00 Open 796.67 495.86 494.76 1.10 9.20 P -13 28.00 6.0 PVC 150.0 false 0.00 Open 170.94 496.20 496.14 0.06 2.16 P -14 376.00 6.0 PVC 150.0 false 0.00 Open -41.20 495.86 495.92 0.06 0.15 P -15 173.00 6.0 PVC 150.0 false 0.00 Open 446.80 504.53 502.32 2.21 12.80 P -16 4.00 6.0 PVC 150.0 false 0.00 Open 446.80 502.32 502.26 0.05 12.80 P -17 20.00 6.0 PVC 150.0 false 0.00 Open 446.80 502.26 502.01 0.26 12.80 P -18 487.00 6.0 PVC 150.0 false 0.00 Open 415.30 502.01 496.57 5.44 11.18 P -19 58.00 6.0 PVC 150.0 false 0.00 Open 415.30 496.57 495.92 0.65 11.18 P -20 30.00 6.0 PVC 150.0 false 0.00 Open 374.10 495.92 495.64 0.28 9.21 P -21 592.00 8.0 PVC 150.0 false 0.00 Open 604.70 504.53 501.26 3.27 5.52 P -22 663.00 8.0 PVC 150.0 false 0.00 Open 604.70 501.26 497.60 3.66 5.52 P -23 221.00 8.0 PVC 150.0 false 0.00 Open 540.20 497.60 496.61 0.99 4.48 P -24 19.00 8.0 PVC 150.0 false 0.00 Open 540.20 496.61 496.53 0.09 4.48 P -25 69.00 8.0 PVC 150.0 false 0.00 Open 669.79 496.53 496.07 0.46 6.67 P -26 160.00 8.0 PVC 150.0 false 0.00 Open 0.00 496.53 496.53 0.00 0.00 P -27 93.00 6.0 PVC 150.0 false 0.00 Open 191.09 499.58 499.34 0.25 2.65 P -28 412.00 6.0 PVC 150.0 false 0.00 Open 191.09 499.34 498.24 1.09 2.65 P -29 646.00 6.0 PVC 150.0 false 0.00 Open 191.09 498.24 496.53 1.71 2.65 P -30 169.00 6.0 PVC 150.0 false 0.00 Open 0.00 497.60 497.60 0.00 0.00 P -31 470.00 6.0 PVC 150.0 false 0.00 Open 136.44 496.14 495.47 0.67 1.42 P -32 576.00 6.0 PVC 150.0 false 0.00 Open 136.44 495.47 494.65 0.82 1.42 P -33 210.00 6.0 PVC 150.0 false 0.00 Open 374.10 495.64 493.71 1.93 9.21 P -34 173.00 6.0 PVC 150.0 false 0.00 Open 303.21 493.71 492.63 1.08 6.24 P -35 133.00 6.0 PVC 150.0 false 0.00 Open 303.21 492.63 491.80 0.83 6.24 P -36 160.00 6.0 PVC 150.0 false 0.00 Open 251.46 491.80 491.09 0.71 4.41 P -37 26.00 6.0 PVC 150.0 false 0.00 Open 142.04 491.77 491.74 0.04 1.53 P -38 302.00 6.0 PVC 150.0 false 0.00 Open 36.40 493.71 493.67 0.04 0.12 P -39 72.00 6.0 PVC 150.0 false 0.00 Open 36.40 493.67 493.66 0.01 0.12 P -40 391.00 6.0 PVC 150.0 false 0.00 Open 191.35 493.66 492.62 1.04 2.66 P -41 354.00 6.0 PVC 150.0 false 0.00 Open 191.35 492.62 491.68 0.94 2.66 P -42 119.00 8.0 PVC 150.0 false 0.00 Open 796.67 494.76 493.66 1.09 9.20 P -44 161.00 8.0 PVC 150.0 false 0.00 Open 551.43 491.77 491.03 0.75 4.65 P -45 161.00 8.0 PVC 150.0 false 0.00 Open -0.00 491.80 491.80 0.00 0.00 P -46 375.00 8.0 PVC 150.0 false 0.00 Open 51.75 491.80 491.77 0.02 0.06 P -47 212.00 8.0 PVC 150.0 false 0.00 Open 669.79 496.07 494.65 1.41 6.67 P -48 260.00 8.0 PVC 150.0 false 0.00 Open 761.22 494.65 492.45 2.20 8.45 P -49 19.00 8.0 PVC 150.0 false 0.00 Open 761.22 492.45 492.29 0.16 8.45 P -50 207.00 8.0 PVC 150.0 false 0.00 Open - 466.29 490.97 491.68 0.71 3.41 P -51 333.00 8.0 PVC 150.0 false 0.00 Open - 334.94 491.68 492.29 0.62 1.85 P -52 70.00 8.0 PVC 150.0 false 0.00 Open 426.28 492.29 492.09 0.20 2 89 Title: Dove Crossing Phase 1 Project Engineer Joe Schultz g \_.Awater report infoAphase4.wcd Texcon General Contractors WaterCAD v6 _F 16 512011 10/13/04 01:56 39 PM F? Haestad Methods, Inc. 37 Brookside Road Watert-ly, CT 06708 USA +1- 203- 755 -10 ;(6 Paye I of Z Ck h, b,+ E- 3 Scenario: Base Steady State Analysis Pipe Report Label Length (ft) Diameter (in) Material Hazen- William C Check Valve? Minor Loss Coefficien Control Status Discharg& (gpm) 1pstream StructulIf Hydraulic Grade (ft) qDwnstream Structui Hydraulic Grade (ft) Pressure Pipe Headlos (ft) Headloss Gradient (ft/1000ft) P -53 288.00 8.0 PVC 150.0 false 0.00 Open 641.73 493.66 491.89 1.77 6.16 P -54 18.00 8.0 PVC 150.0 false 0.00 Open 641.73 491.89 491.77 0.11 6.16 P -55 120.00 6.0 PVC 150.0 false 0.00 Open 251.46 491.09 490.56 0.53 4.41 P -56 261.00 6.0 PVC 150.0 false 0.00 Open 198.20 490.56 489.82 0.74 2.84 P -57 17.00 6.0 PVC 150.0 false 0.00 Open 198.20 489.82 489.77 0.05 2.84 P -58 165.00 6.0 PVC 150.0 false 0.00 Open 135.72 489.77 489.54 0.23 1.41 P -59 305.00 6.0 PVC 150.0 false 0.00 Open 53.26 490.56 490.49 0.08 0.25 P -60 71.00 6.0 PVC 150.0 false 0.00 Open 53.26 490.49 490.47 0.02 0.25 P -61 388.00 6.0 PVC 150.0 false 0.00 Open 132.66 490.47 489.94 0.52 1.35 P -62 353.00 6.0 PVC 150.0 false 0.00 Open 132.66 489.94 489.47 0.48 1.35 P -63 68.00 6.0 PVC 150.0 false 0.00 Open 67.57 489.47 489.44 0.03 0.39 P -64 716.00 6.0 PVC 150.0 false 0.00 Open 142.04 491.74 490.64 1.10 1.53 P -65 68.00 6.0 PVC 150.0 false 0.00 Open 87.79 490.64 490.60 0.04 0.63 P -66 375.00 6.0 PVC 150.0 false 0.00 Open 62.49 489.77 489.65 0.13 0.33 P -67 742.00 6.0 PVC 150.0 false 0.00 Open 162.24 489.65 488.19 1.45 1.96 P -68 79.00 8.0 PVC 150.0 false 0.00 Open 466.29 490.97 490.70 0.27 3.41 P -69 19.00 8.0 PVC 150.0 false 0.00 Open 466.29 490.70 490.64 0.06 3.41 P -70 280.00 8.0 PVC 150.0 false 0.00 Open 520.54 490.64 489.47 1.17 4.18 P -71 260.00 8.0 PVC 150.0 false 0.00 Open 545.13 489.47 488.28 1.18 4.56 P -72 20.00 8.0 PVC 150.0 false 0.00 Open 545.13 488.28 488.19 0.09 4.55 P -73 164.00 8.0 PVC 150.0 false 0.00 Open 616.51 488.19 487.25 0.94 5.72 P -74 120.00 8.0 PVC 150.0 false 0.00 Open 551.43 491.03 490.47 0.56 4.65 P -75 261.00 8.0 PVC 150.0 false 0.00 Open 431.53 490.47 489.70 0.77 2.96 P -76 17.00 8.0 PVC 150.0 false 0.00 Open 431.53 489.70 489.65 0.05 2.95 P -77 166.00 8.0 PVC 150.0 false 0.00 Open 291.28 489.65 489.41 0.24 1.43 P -78 164.00 8.0 PVC 150.0 false 0.00 Open 0.00 489.54 489.54 0.00 0.00 P -79 375.00 8.0 PVC 150.0 false 0.00 Open 135.71 489.54 489.41 0.13 0.35 P -80 390.00 8.0 PVC 150.0 false 0.00 Open 426.99 489.41 488.28 1.13 2.90 P -81 354.00 8.0 PVC 150.0 false 0.00 Open 426.99 488.28 487.25 1.03 2.90 P -82 69.00 8.0 PVC 150.0 false 0.00 Open 1,043.50 487.25 486.21 1.05 15.16 P -83 71.00 8.0 PVC 150.0 false 0.00 Open 50.36 488.19 488.19 0.00 0.06 P -84 784.00 6.0 PVC 150.0 false 0.00 Open 87.79 490.60 490.10 0.49 0.63 P -85 390.00 6.0 PVC 150.0 false 0.00 Open 67.57 489.44 489.29 0.15 0.39 P -86 395.00 6.0 PVC 150.0 false 0.00 Open 67.57 489.29 489.14 0.15 0.39 P -87 434.00 8.0 PVC 150.0 false 0.00 Open 426.28 492.09 490.84 1.25 2.89 P -88 25.00 8.0 PVC 150.0 false 0.00 Open 381.28 490.84 490.78 0.06 2.35 P -89 243.00 8.0 PVC 150.0 false 0.00 Open 381.28 490.78 490.21 0.57 2.35 P -90 28.00 8.0 PVC 150.0 false 0.00 Open 381.28 490.21 490.14 0.07 2.35 P -91 17.00 8.0 PVC 150.0 false 0.00 Open 381.28 .490.14 490.10 0.04 2.35 P -92 150.00 8.0 PVC 150.0 false 0.00 Open 0.00 490.21 490.21 0.00 0.00 P -93 280.00 8.0 PVC 150.0 false 0.00 Open 469.07 490.10 489.14 0.97 3.45 P -94 262.00 8.0 PVC 150.0 false 0.00 Open 493.14 489.14 488.15 0.99 3.78 P -95 26.00 8.0 PVC 150.0 false 0.00 Open -6.86 488.15 488.15 0.00 0.00 P -96 761.00 8.0 PVC 150.0 false 0.00 Open -50.36 488.15 488.19 0.04 0.06 P -97 271.00 8.0 PVC 150.0 false 0.00 Open 1,043.50 486.21 482.10 4.11 15.16 P -98 95.00 8.0 PVC 150.0 false 0.00 Open 43.50 482.10 482.09 0.00 0.04 P -99 1 95.001 8.01 PVC 1 150.01 false 1 0.00 1 Open 1 0.001 482.091 482.091 0.001 0.00 Title: Dove Crossing Phase 1 Project Engineer Joe Schrdtz g \...\water report info \phase4.wcd Texcon General Contractors WaterCAD v6.516 512011 10/13/04 01:56:39 PM 0 Haeslad Methods, Inc- 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 1 1 ;1(1u of 2 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz Project Date: 09/24/04 09:58:06 AM Comments: Scenario Summary Scenario Active Topology Alternative Physical Alternative Demand Altemative Initial Settings Alternative Operational Altemative Age Altemative Constituent Altemative Trace Alternative Fire Flow Altemative Capital Cost Alternative Energy Cost Altemative User Data Altemative Base Base - Active Topology Base - Physical Base - Demand Base - Initial Settings Base - Operational Base -Age Altemative Base - Constituent Base -Trace Altemative Base -Fire Flow Base - Capital Cost Base - Energy Cost Bas -Use D Title: Dove Crossing Phase 1 Project Engineer Joe Schultz g: \... \water report info \phase4.wcd Texcon General Contractors WalerCAD v6.5 16 5120j1 10/07/04 09:23:16 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 USA +1- 203 - 755 -1666 Page 1 Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity 1.00 Kinema Vis 1.0804e -5 ft' /s Network Inventory Pressure Pipes 98 Number of Tanks 0 Number of Reservoirs 1 - Constant Area: 0 Number of Pressure Junctions 82 - Variable Area: 0 Number of Pumps 0 Number of Valves 0 Constant Power: 0 FCV's: 0 One Point (Design Point): 0 PBV's: 0 - Standard (3 Point): 0 PRV's: 0 - Standard Extended: 0 PSV's: 0 - Custom Extended: 0 TCV's: 0 - Multiple Point: 0 GPV's: 0 Number of Spot Elevat 0 Pressure Pipes Inventory 6.0 in 10,581.00 ft 12.0 in 177.00 ft 8.0 in 10,166.00 ft T Length 20,924.00 ft Title: Dove Crossing Phase 1 Project Engineer Joe Schultz g: \... \water report info \phase4.wcd Texcon General Contractors WalerCAD v6.5 16 5120j1 10/07/04 09:23:16 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 USA +1- 203 - 755 -1666 Page 1 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer .Joe Schultz g: \... \water report info \phase4.wcd Texcon General Contractors WaterCAD v6 5 16.5120j1 10/07/04 09:23:16 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA + 1 -203- 755 -1666 Page 2 Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -1 Open 2,190.00 6.21 506.00 504.53 1.47 0.00 1.47 8.30 P -2 Open 1,138.50727_ 504.53 504.12 0.41 0.00 0.41 17.82 P -3 Open 1,138.50 7.27 504.12 502.80 1.32 0.00 1.32 17.82 P -4 Open 1,117.50 7.13 502.80 501.65 1.15 0.00 1.15 17.22 P -5 Open 1,117.50 7.13 501.65 499.77 1.88 0.00 1.88 17.21 P -6 Open 1,117.50 7.13 499.77 499.58 0.19 0.00 0.19 17.21 P -7 Open 926.41 5.91 499.58 498.93 0.66 0.00 0.66 12.16 P -8 Open 926.41 5.91 498.93 497.98 0.95 0.00 0.95 12.16 P -9 Open 926.41 5.91 497.98 496.92 1.06 0.00 1.06 12.16 P -10 Open 926.41 5.91 496.92 496.20 0.72 0.00 0.72 12.16 P -11 Open 755.47 4.82 496.20 495.86 0.34 0.00 0.34 8.34 P -12 Open 796.67 5.08 495.86 494.76 1.10 0.00 1.10 9.20 P -13 Open 170.94 1.94 496.20 496.14 0.06 0.00 0.06 2.16 P -14 Open -41.20 0.47 495.86 495.92 0.06 0.00 0.06 0.15 P -15 Open 446.80 5.07 504.53 502.32 2.21 0.00 2.21 12.80 P -16 Open 446.80 5.07 502.32 502.26 0.05 0.00 0.05 12.80 P -17 Open 446.80 5.07 502.26 502.01 0.26 0.00 0.26 12.80 P -18 Open 415.30 4.71 502.01 496.57 5.44 0.00 5.44 11.18 P -19 Open 415.30 4.71 496.57 495.92 0.65 0.00 0.65 11.18 P -20 Open 374.10 4.25 495.92 495.64 0.28 0.00 0.28 9.21 P -21 Open 604.70 3.86 504.53 501.26 3.27 0.00 3.27 5.52 P -22 Open 604.70 3.86 501.26 497.60 3.66 0.00 3.66 5.52 P -23 Open 540.20 3.45 497.60 496.61 0.99 0.00 0.99 4.48 P -24 Open 540.20 3.45 496.61 496.53 0.09 0.00 0.09 4.48 P -25 Open 669.79 4.28 496.53 496.07 0.46 0.00 0.46 6.67 P -26 Open 0.00 0.00 496.53 496.53 0.00 0.00 0.00 0.00 P -27 Open 191.09 2.17 499.58 499.34 0.25 0.00 0.25 2.65 P -28 Open 191.09 2.17 499.34 498.24 1.09 0.00 1.09 2.65 P -29 Open 191.09 2.17 498.24 496.53 1.71 0.00 1.71 2.65 P -30 Open 0.00 0.00 497.60 497.60 0.00 0.00 0.00 0.00 P -31 Open 136.44 1.55 496.14 495.47 0.67 0.00 0.67 1.42 P -32 Open 136.44 1.55 495.47 494.65 0.82 0.00 0.82 1.42 P -33 Open 374.10 4.25 495.64 493.71 1.93 0.00 1.93 9.21 P -34 Open 303.21 3.44 493.71 492.63 1.08 0.00 1.08 6.24 P -35 Open 303.21 3.44 492.63 491.80 0.83 0.00 0.83 6.24 P -36 Open 251.46 2.85 491.80 491.09 0.71 0.00 0.71 4.41 P -37 Open 142.04 1.61 491.77 491.74 0.04 0.00 0.04 1.53 P -38 Open 36.40 0.41 493.71 493.67 0.04 0.00 0.04 0.12 P -39 Open 36.40 0.41 493.67 493.66 0.01 0.00 0.01 0.12 P -40 Open 191.35 2.17 493.66 492.62 1.04 0.00 1.04 2.66 P -41 Open 191.35 2.17 492.62 491.68 0.94 0.00 0.94 2.66 P -42 Open 796.67 5.08 494.76 493.66 1.09 0.00 1.09 9.20 P -44 Open 551.43 3.52 491.77 491.03 0.75 0.00 0.75 4.65 P -45 Open -0.00 0.00 491.80 491.80 0.00 0.00 0.00 0.00 P -46 Open 51.75 0.33 491.80 491.77 0.02 0.00 0.02 0.06 P -47 Open 669.79 4.28 496.07 494.65 1.41 0.00 1.41 6.67 P -48 Open 761.22 4.86 494.65 492.45 2.20 0.00 2.20 8.45 P -49 Open 761.22 4.86 492.45 492.29 0.16 0.00 0.16 8.45 Title: Dove Crossing Phase 1 Project Engineer .Joe Schultz g: \... \water report info \phase4.wcd Texcon General Contractors WaterCAD v6 5 16.5120j1 10/07/04 09:23:16 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA + 1 -203- 755 -1666 Page 2 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info\phase4.wcd Texcon General Contractors WaterCAD v6.5 16.5120ji 10/07/04 09:23:16 AM (i�) Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA - 1- 203- 755 -1666 Page 3 Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -50 Open - 466.29 2.98 490.97 491.68 0.71 0.00 0.71 3.41 P -51 Open - 334.94 2.14 491.68 492.29 0.62 0.00 0.62 1.85 P -52 Open 426.28 2.72 492.29 492.09 0.20 0.00 0.20 2.89 P -53 Open 641.73 4.10 493.66 491.89 1.77 0.00 1.77 6.16 P -54 Open 641.73 4.10 491.89 491.77 0.11 0.00 0.11 6.16 P -55 Open 251.46 2.85 491.09 490.56 0.53 0.00 0.53 4.41 P -56 Open 198.20 2.25 490.56 489.82 0.74 0.00 0.74 2.84 P -57 Open 198.20 2.25 489.82 489.77 0.05 0.00 0.05 2.84 P -58 Open 135.72 1.54 489.77 489.54 0.23 0.00 0.23 1.41 P -59 Open 53.26 0.60 490.56 490.49 0.08 0.00 0.08 0.25 P -60 Open 53.26 0.60 490.49 490.47 0.02 0.00 0.02 0.25 P -61 Open 132.66 1.51 490.47 489.94 0.52 0.00 0.52 1.35 P -62 Open 132.66 1.51 489.94 489.47 0.48 0.00 0.48 1.35 P -63 Open 67.57 0.77 489.47 489.44 0.03 0.00 0.03 0.39 P -64 Open 142.04 1.61 491.74 490.64 1.10 0.00 1.10 1.53 P -65 Open 87.79 1.00 490.64 490.60 0.04 0.00 0.04 0.63 P -66 Open 62.49 0.71 489.77 489.65 0.13 0.00 0.13 0.33 P -67 Open 162.24 1.84 489.65 488.19 1.45 0.00 1.45 1.96 P -68 Open 466.29 2.98 490.97 490.70 0.27 0.00 0.27 3.41 P -69 Open 466.29 2.98 490.70 490.64 0.06 0.00 0.06 3.41 P -70 Open 520.54 3.32 490.64 489.47 1.17 0.00 1.17 4.18 P -71 Open 545.13 3.48 489.47 488.28 1.18 0.00 1.18 4.56 P -72 Open 545.13 3.48 488.28 488.19 0.09 0.00 0.09 4.55 P -73 Open 616.51 3.94 488.19 487.25 0.94 0.00 0.94 5.72 P -74 Open 551.43 3.52 491.03 490.47 0.56 0.00 0.56 4.65 P -75 Open 431.53 2.75 490.47 489.70 0.77 0.00 0.77 2.96 P -76 Open 431.53 2.75 489.70 489.65 0.05 0.00 0.05 2.95 P -77 Open 291.28 1.86 489.65 489.41 0.24 0.00 0.24 1.43 P -78 Open 0.00 0.00 489.54 489.54 0.00 0.00 0.00 0.00 P -79 Open 135.71 0.87 489.54 489.41 0.13 0.00 0.13 0.35 P -80 Open 426.99 2.73 489.41 488.28 1.13 0.00 1.13 2.90 A , P -81 Open 426.99 2.73 488.28 487.25 1.03 0.00 1.03 2.90 P -82 Open 1,043.50 6.66 487.25 486.21 1.05 0.00 1.05 15.16 P -83 Open 50.36 0.32 488.19 488.19 0.00 0.00 0.00 0.06 P -84 Open 87.79 1.00 490.60 490.10 0.49 0.00 0.49 0.63 P -85 Open 67.57 0.77 489.44 489.29 0.15 0.00 0.15 0.39 P -86 Open 67.57 0.77 489.29 489.14 0.15 0.00 0.15 0.39 P -87 Open 426.28 2.72 492.09 490.84 1.25 0.00 1.25 2.89 P -88 Open 381.28 2.43 490.84 490.78 0.06 0.00 0.06 2.35 P -89 Open 381.28 2.43 490.78 490.21 0.57 0.00 0.57 2.35 P -90 Open 381.28 2.43 490.21 490.14 0.07 0.00 0.07 2.35 P -91 Open 381.28 2.43 490.14 490.10 0.04 0.00 0.04 2.35 P -92 Open 0.00 0.00 490.21 490.21 0.00 0.00 0.00 0.00 P -93 Open 469.07 2.99 490.10 489.14 0.97 0.00 0.97 3.45 P -94 Open 493.14 3.15 489.14 488.15 0.99 0.00 0.99 3.78 P -95 Open -6.86 0.04 488.15 488.15 0.00 0.00 0.00 0.00 P -96 Open -50.36 0.32 488.15 488.19 0.04 0.00 0.04 0.06 P -97 Open 1,043.50 6.66 486.21 482.10 411 0.00 4.11 15.16 Title: Dove Crossing Phase 1 Project Engineer: Joe Schultz g: \... \water report info\phase4.wcd Texcon General Contractors WaterCAD v6.5 16.5120ji 10/07/04 09:23:16 AM (i�) Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA - 1- 203- 755 -1666 Page 3 Analysis Results Scenario: Base Steady State Analysis Title: Dove Crossing Phase 1 Project Engineer: Joe SchUltZ g: \... \water report info \phase4.wcd Texcon General Contractors WaterCAD v6.5 16.5120jj 10/07/04 09:23:16 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 4 Pressure Pipes @ 0.00 hr Label Control Discharge Velocity Upstream Structure Downstream Structure Calculated Calculated Pressure Headloss Status (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Friction Minor Pipe Gradient (ft) (ft) Headloss Headloss Headloss (ft/1000ft) (ft) (ft) (ft) P -98 Open 43.50 0.28 482.10 482.09 0.00 0.00 0.00 0.04 P -99 Open 0.00 0.00 482.09 482.09 0.00 0.00 0.00 0.00 Title: Dove Crossing Phase 1 Project Engineer: Joe SchUltZ g: \... \water report info \phase4.wcd Texcon General Contractors WaterCAD v6.5 16.5120jj 10/07/04 09:23:16 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 -755 -1666 Page 4