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PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: TRANSFER STATION COLLECTION AREA March 14,2011 <br /> FRMA <br /> lead Total <br /> Max Flow Max �,lax F]oN%, Pipe Size Max Leii2tliofN,'Iain!FrictioiiLossFrictioti ACCLIniFric MaxNlain Minimum PL11111IStatiC I <br /> 2-0-11-c- Connects N[Liniber ACCL1111 Gals/da%' <br /> j Elevation (leer) Dynamic <br /> )11C cfPL1111pS Pumps erPL11111) Per Sim ops(OPM) (inches) Velocit}- this Zone 'Factor Loss This 'Loss(feet) Elevation I <br /> Number to �101)11c F P I(FPS) 'Factor <br /> ft) I one JHe.d(ft) <br /> I in Zone in,' (apni) -1 1 -L- <br /> spreadsheetL---- 1HDPE Friction loss calculaions",ere based on a Constant for inside roLialines§C"of: 150 <br /> -- -,�,as calculated using pipe diameters for SDR1 <br /> 19 28 200 11-00 5 55.00 3.00 2.74 2,300.00 0.98 22.60 .33.34 70.00 39.00 31-00 64.34 <br /> 106.00 107.00 <br /> 110.00 5�00 2.17 850.00 0.37 3.17 10.74 70.00 44.00 26.00 36.74 <br /> 107.00 109-00 1 162 2 0 11.00 10 <br /> -2.74-----f,550 60 098 15.23 22.80 <br /> ---------------�5 00 300 70.00 46.00 24.00 46.80 <br /> 10800 10900 27 27 200 1100 5 ? -- <br /> -00 757 <br /> - -----T4-3 -5.00 2-82 -1,2-5000 -0.61 -7.57 7.57 70.00 44.00 26.00 33.57 <br /> 109.00 109.00 10 273 2260 11.00 13 .00 <br /> 1 800.00 1.38 24.79 3)2.36 70.00 47.00 23.00 55.36 <br /> 110.00 109.00 32 32 200 11.00 6 66.00 3.00 3.29 , <br /> 111.00 109.00 34 34 200 11-00 6 66.00 3.00 3.29 1,800.00 1.38 24.79 32.36 70.00 51.00 19.00 51.36 <br /> --jo--- 1 25.19 32.76 70.00 52.00 18.00 50.76 <br /> 33.00 2.00 3.57 1,000-00 2.52 <br /> 112.00 9.00 8 8 200 11-00 1 -- -- - <br /> 1-00-0-0 0.65 7.15 3495 70.00 54.00 16.00 50.95 <br /> 1,,- 00 1700 14 14 200 11 00 4 400 33 00 2.19 -- <br /> 3.57 150.00 2.52 3.7 8 31.58 70.00 5').00 17.00 48.58 <br /> --FI7.00 4 4 200 11-00 3 33.00 2.00 <br /> 114.00 ---- -115.00 117.00 15 15 200 11.00 4 44.00 3.00 2.19 750.00 0.65 4.87 32.67 70.00 55.00 15.00 47.67. <br /> 116.00 117.00 5 5 200 11.00 3 33.00 2.00 3.57 650.00 2.52 16.38 44.18 70.00 56.00 14.00 58.18 <br /> --1-- - �7 0-0 -4.00 1--2.32 -1,700.00 0.54 9.17 27.80 70.00 50.00 20.00 47.80 <br /> 117.00 19-00 2 0 58 200 11.00 7 ---- <br /> ------ 1�8O 0 �1900 11 11 200 1-1.00 -4 44-00 -3.00 2.19 750.00 0.65 4.87 23.50 70.00 60.00 10.00 33.50 <br /> -- 550.00 0.54 2.97 18.63 70.00 63.00 7.00 25.6') <br /> 119.00 121.00 8 78 200 11.00 7 77.00 4.00 2.32 -- <br /> 120.00 121.00 14 14 200 11.00 4 44.00 3.00 2.19 1,000-00 0.65 6.50 22.16 70.00 60.00 10.00 32.16 <br /> _j --- 110 - Tj--8--H.0-0 --4.00 2-65 --450.00 0.69 3.11 15.66 70.00 66.00 4.00 19.66 <br /> --b200 .00 <br /> 121.00 F2?3.60 12 <br /> 5.04 20.70 70.00 65.00 5.00 25.70 <br /> 1200 11.00 3 33.00 2.00 3.57 200.00 2.52 ----- <br /> ? .006 <br /> 122.00 121.00 6 <br /> 123.00 131.00 3 113 200 11.00 8 88.00 4.00 2.65 900.00 0.69 6.22 12.55 70.00 67.00 ---.--3.00- 15.55 <br /> 124.00 119.00 1 1 200 11.00 1 11.00 1.25 [--2.444 100.00 1.88 1.88 20.51 70.00 61.00 9.00 29.51 <br /> - -- <br /> -1 -- <br /> --F2 f-5.00 127.00 8 8 200 .00 3 33.00 2.00 3.577 <br /> 750.00 2.52 18.90 36.50 70.00 66.00 4.00 40.50 <br /> 126.00 127.00 -- 7 7 200 11.00 3 33.00 2.00 3.57 600.00 2.52 15.12 32.72 70.00 63.001 7.00 39.72 <br /> 127.00 129.00 1 16 200 11.00 4 44.00 3.00 2.19 600.00 0.65 3.90 17.60 70.00 67.00 3.00 20.60 <br /> - <br /> 128.00 129.00 6 6 200 11-00 -D 33.00 2.00 3.57 350.00 2.52 8.82 22.52 70.00 60.00 10.00 32.52 <br /> 129.00 131.00 2 24 200 11-00 5 55.00 3.00 2.74 750.00 0.98 7.37 13.70 70.00 65.00 5.00 18.70 <br /> - <br /> 130.00 131.00 8 8 200 11-00 3 33.00 2-00- - 3.57 700.00 2.52 17.64 23.97 70.00 60.00 10.00 33.97 <br /> 131.00 133.00 10 155 200 11.00 10 110.00 5.00 2.17 1,300.00 0.37 4.84 63)3 70.00 48.00 22.00 283)3- <br /> 132.00 133.00 11 11 200 11.00 4 44.00 3.00 2.19 800.00 0.65 5.20 6.69 70.00 66.00 4.00 10.69 13300 139.00 6 172 200 11.00 10 110.00 500 --2.17 40000 0.37 1.49 1.49 70.00 65.00 5.00 6.49 <br /> 134.00 136.0-0 7 7 200 11-00 3 33.00 2.00 3.57 800.00 2.52 20.16 62.54 70.00 60.00 10.00 72.54 <br /> 135.00 1.36.00 5 5 200 11.00 3 33.00 2.00 3.57 250.00 2.52 6.30 48.68 70.00 61.00 9.00 57.68 <br /> I -i- 0.98 5.89 42.')8 70.00 61.00 9.00 51.38 <br /> 36.00 38-00 11 23 200 11-00 5 5.00 3.00 2.74 600.00 <br /> 1 --f 37()o 3-8-00 -4 4 200 1100 - 33.00 2.00 3.57 350.00 2.52 8.82 45.31 70.00 66.00 4.00 49.31 <br /> - <br /> 138.00 139.0 <br /> 0 12 39 200 11.00 6 66.00 3.00 3.29 2,650.00 1.38 36.49 36.49 70.00 66.00 4.00 40.49 <br /> 13900 13900 0 1,291 200 11.00 44 484.00 10.00 2.62 0.00 0.25 0.00 0.00 70.00 70.00 0.00 0.00 <br /> 650.00 0.65 4.22 37.37 70.00 38.00 32.00 69.37 <br /> 140.00 12 12 200 11.00 4 44.00 3.00 2.19 <br /> Page 4 Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One. <br /> F:\Frma\Projec;ts\Eone P roj ects\M assach usetts\Mash pee\M ash pee Sewer Plan\Transfer Station.Eone <br />