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PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: HERITAGE PARK COLLECTION AREA March 14,2011 <br /> FRIAA <br /> Connects INu Maxlow Pipe Max Length ACCUrnFric 1v[axMain Minin"11.1111 PLIIIII)StatiC head Total <br /> zone III er :ACCLI111 Gals/day Max Flow Max Elevation Dynamic <br /> I I Velocit'., this Zone Factor LlossTliis Loss(feet) EleN,ation (fe, D <br /> NLInibef. to Zone bt'P PS PLIMPS 11�erl?Ufllp �er]?Llnlp SiniOps(GPIVI) (inches) I I I Plead(ft) <br /> in Zone in Zonel (apill) S) (ft/100 rt) Zone <br /> This spreadsheet was calculated using pipe diameters for SDR11HDPE Friction loss calculaions were based on a Constant for inside roLi-fines§C of: 150------- <br /> 6 5.0 0[_55_.0 0 83.09 <br /> 3.00 2.19 1,100-00 0.65 7.15 28.09 120.00 <br /> 1_.00_ 3-00 13 13 200 11-00 41 44.00 <br /> 2.00 3.00 7 7 <br /> 3.00 0.00 2 26 200 11-00 5 <br /> 200 11.00 3 33.00 2.00 3.57 650.00 2.52 16.38 3732 120.00 82.00 38.00 75.32 <br /> - 55.00 3.00 2.74 1,500.00 0.98 14.74 20.94 120.00 65.00 55.00 75.94 <br /> 4.00 3.00 4 4 3.57 <br /> 11.00 3 33.00 2.00 400.00 5 10.08 31.02 1-9000 105.00 15.00 46.02 <br /> 5.00 7.00 7 7 200 11.00 3 33.00 2.00 3.57 500.00 2.52 12.60 27.61 120.00 93.00 27.00 54.61 <br /> 6.00 7.00 7 7 200 11.00 933 33.00 2.00 3.57 300.00 2.52 7.56 22.57 120.00 108.00 12.00 34.57 <br /> 700 goo 1 15 20o 11 2 00 4 400 300 2.19 45000 065 .92 15.01 120.00 106.00 14.00 29.01 <br /> 800 900 4 4 200 1100 3 33.00 2.00 357 300.00 2592 756 1965 120.00)0 106.00 14.00 33.65 <br /> 9.00 10.00 3 22 200 11.00 5 55.00 11.00 2.74 600.00 0.98 5.89 12.09 120.00 106.00 14.00 26.09 <br /> -10.00 10.00 --6--48 200 11.00 6 66.00 3.00 3.29 450.00 1.38 6.20 6.20 120.00 106.00. 14.00 20.20 <br /> --i-DO-0 3 3 200 11.00 2 22.00 2.00 2.38 900.00 1.19 10.70 75.82 120.00 110.00 10.00 85.82 <br /> 11.00 <br /> - 2.19 2,000.00 0.65 13.00 65.12 120.00 86.00 34.00 99.12 <br /> 12.00 14.00 14 17 200 11.00 4 44.00 3.00 <br /> 13.00 14.00 3 3 200 11.00 2 22.00 2.00, 238 1,800.00 1.19 21.40 73.52 120.00 56.00 - 64.00 137.52. <br /> 9 29 200 11.00 3.00 2.74 1,100.00 0.98 10.81 52.12 120.00 105.00 15.00 67.12 <br /> 14.00 5.00 5 55.00 <br /> - 1.38 41.3 1 41.31 120.00 105.00 15.00 56,31 <br /> 41 ___ A 3.00 3.29 3,000.00 ------ <br /> _ Y5 00 3800 12 200 1 00 6 <br /> 16.00 19.0 3 <br /> 22.00 2.00 2.38 850.00 1.19 10.11 72.93 120.00 99.00 21.00 93.93 <br /> 1 19.00 1 1 3 200 11-00 2 200 11-00 2 22.00 2.00 2.38 750.00 1.19 8.92 71.74 110.00 77.00 33.00 104.74 <br /> 73.001 37. 84.70 <br /> 18.00 21.00 200 11.00 -3 33.00 ----2.00 3.57 100.00 2.52 2.52 47.70 110.00 <br /> 9.0------ <br /> 0 I.W <br /> -1 9 200 11.00 3 33.00 2.00 3.57 700-00 2.52 17.64 62.82 110.00 103.00 7.00 69.82 <br /> 12 I_- 5-6.23198.000 5.00 61-.-23 <br /> 2-00 1-1 00 4 44.00 3.00 2000 2100 12 2.19 700.00 0.65 11.05 - .00 -12.00 57.18 <br /> 3.00 3.29 1,700.00 1.38 23.41 45.18 110.00 <br /> 21.00 28-00 11 41 2200 11-00 6 66.00 <br /> 22.00 24.00 7 7 200 11.00 3 33.00 2.00 3.57 350.00 2.52 8.82 36.48 110.00 64.00 46.00 82.48 <br /> 2':00 24.00 5 5 200 11.00 H3 33.00 2.00 3.57 350.00 2.52 8.82 36.48 110.00 84.00 26.00 62.48 <br /> 24.00 28.00 8 20 300 11-00 5 55.00 3.00 2.74 600.00 0.98 5.89 27.66 110.00 78.00 32.00 59.66 <br /> - <br /> 25.00 27.00 17 17 200 11-00 4 44.00 3.00 2.19 950.00 0.65 6.17 30.40 110.00 61.00 49.00 79.40 <br /> 26.00 27.00 10 10 200 11.00 4 44.00 3.00 2.19 1,150.00 0.65 7.47 31.70 110.00 71.00 39.00 70.70 <br /> 250.00 0.98 2.46 24.23 110.00 97.00 13.00 37.23 <br /> 27.00 ?8-00 30 200 11.00 5 55.00 0 .74 , 3) <br /> 28.00 30.00 2 93 200 11.00 8 88.00 4.00 2.65 200.00 110.00 101.00 149.00.00 430.772. 7 <br /> 29.00 31.00 3 3 00 2 22.00 2.00 2.38 950.00 1.19 11.30 29.27 110.00 96.00 30.00 31.00 3 96 200 11.00 8 88.00 4.00 2.65 350.00 0.69 2.42 20.39 110.00 99.00 11.00 31.39 <br /> 31.00 33.00 33 132 200 11.00 9 99.00 4.00 2.98 400.00 0.86 3.44 17.97 110.00 98.00 12.00 29.97 <br /> 32.00 33.00 29 29 200 11-00 5 55.001 3.00 1 2.74 , 2,900.001 0.98 1 28.49 43.02 1 110.00 71.00, 39.00 82.02 <br /> 33.00 35.00 1 162 200 11.00 10 110.001 5.001 2.17 L 400.00 0.37 1 1.49 14.53 110.00 99.00 11.00 25.53 <br /> 34.00 35.00 -1 3 200 11.00 2 22.0012.00 2.38 400.00 1.19 4.76 17.80 110.00 100.00 10.00 27.80 <br /> -00 35.00 37.00 1 166 200 <br /> Page I Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One. <br /> F:\FRMA\Projects\E0NE PROJECTSWassach usettsWashpeeWASH PEE SEWER PLAN\HERITAGE PARKEOne <br />