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PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: NEW SEABURY SITE COLLECTION AREA <br /> March 14,201 1 <br /> FRMAMax T loty Nlax Max 1 low Pi x Srze l�4ax Len_th ofManrFriction LossFnction Accum Frie - - _ <br /> -. <br /> -- --- o -- A1ax Main Mininuntt PumpStatic Head Total <br /> Zone Connects Number iAccunt Gals/da\' M I' i <br /> Number to Lone oFPunt t, Punt ps per Punt Per Pum Sint O ps(GPM) (inches) Velocity this Zone actor Loss This Loss(feet) I Elevation I Elevation (feet) Dynanuc <br /> p- p P I V <br /> in Zone m Zone (gpnt) (FPS) (ft/100ft) Zone Head(ft) <br /> L - �- - - Friction loss cal <br /> et wasculaions were based on a Constant for inside rouehnes§C'of: 150 <br /> Thu spreadshe calculated using pipe diameters far SDR11 HDPE_ - <br /> 1 2.00 3.57 400.00 2.52 10.08 73.48 45.00- 26.00 19.00 92.48 <br /> 36.00 38.00 _ 5 5 200 11.00 _ 3_I ».00 _ _ __ _ _ <br /> _ 37.00 38.00 6 6 200 11.00 3 33.00 I 2.00 3.57 300.00 - 2.52 7.56_ 70.96 45.00 _ 27.00 18.00 88.96 <br /> 38.00 39.00 8 19 200 11.00 5 55.00 _3.00 2.74 250.00 0.98 2.46 63.40 45.00 25.00 20.00 83.40 <br /> 39. 00 40. 00 6 25 _ 200 11.00 5 55.00 3.00 2.74 400.00 0.98 3.93 60.94 45.00 17.00 _28.00 88.94 <br /> 40.00 35.00 3 28 200 11.00 5 55.00 3.00 2.74 250.00 _ 0.98 2.46 57.01 45.00 _ 13.00 _32.00 89.01 <br /> 41.00 42.00 22 86 200 11.00 8 88.00 4.00 2.65 1,300.00 0.69 8.98 53.20 - 45.00 _ 36.00 - 9.00 62.20 <br /> 42.00 44. 00 25 Ill 200 11.00 8 - 88.00 -4.00 2.65 2,000.00 0.69 li.82 44.22 - 45.00 44.00 - 1.00 45.22 <br /> 43.00 44. 00 4 4 _ 200 I1.00 3 33.00 2.00 3.57 250.00 2.52 6.30 36.70 37.00 30.00 _ 7.00 43.70 <br /> 44.00 46.00 11 126 200 11.00 9 99.00 _ 4.00 2.98 750.00 _ 0.86 6.45 30.40 30.00 22.00 8.00 38.40 <br /> 45.00 46.00 _ 9 9 200 11.00 3 33.00 2.00 3.57 550.00 _ _2.52 13.86 37.81 30.00 14.00 16.00 53.81 <br /> 46.00 47.00 2 137 200 11.00 9_ 99.00 _4.00 2.98 500.00 0.86 4.30 23.95 30.00 _ 10.00 20.00 43.95 <br /> 47.00 52.00 2 147 200 11.00 10 110.00 5.00 2.17 700.00 037 2.61 19.65 30.00 11.00 19.00 38.65 <br /> 48.00 51.00 8 8 200 11.00 3 33.00 2.00 3.57___ 200.00 2.52 5.04 24.45 30.00-15.00- 15.00 39.45 <br /> 49.00 51.00 8 _ 8 200 11.00 __ 3 33.00- 2.00 3.57 200.00 -2.52- 5.04 24.45 30.00 - 15.00 15.00 _ 39.45 <br /> 50.00 51.00 8 8 200 11.00 3 33.00 2.00 3.57 300.00 - 2.52 7.56 26.97 - 30.00 -_ 15.00 15.00 41.97 <br /> - ----- ---- -_- 2.37 19.41 30.00 13.00 17.00 36.41 <br /> 51.00 52.00 _ 10 309 200 11.00 14 154.00 6.00 _14 800.00 0.30 <br /> 52.00 60.00 5 461 200 11.00 19 209.00 6.00 2.90 1,100.00 0.52 5.74 17.04 30.00 12.00 18.00 35.04 <br /> ---- -----_-- 2.00 3.57 350.00 2.52 8.82 31.03 30.00 29.00 1.00 32.03 <br /> 53.00 56.00 __ 6 _ 6 ___200 11.00 3 33.00 <br /> _54.00 56.00 _12 12 200 11.00 4 44.00 3.00 2.19 450.00 0.65 2.92 25.13 30.00 30.00 - 0.00 25.13 <br /> _ 55.00 57.00 _ 4 4 _ 200 11.00 3 33.00 2.00 3.57 250.00 2.52 6.30 26.55 30.00 25.00 5.00 31.55 <br /> 56.00 57.00 5 _ 23 200 11.00 5 55.00 3.00 2.74 200.00 0.98 1.96 22.21 30.00 _- 27.00 _ 3.00 25.21 <br /> 57.00 60.00 20 47 _ 200 11.00 6 66.00 3.00 3.29 650.00 1.38 8.95 20.25 30.00 9.00 21.00 41.25 <br /> 58.00 59.00 24 24 200 11.00 5 55.00 3.00 2.74 600.00 0.98 5.89 36.47 30.00 22.00 8.00 44.47 <br /> 59.00 60.00 15 39 200 I1.00 6 66.00 3.00 3.29 1,400.00 1.38 19.28 30.58 30.00 22.00 _ 8.00 38.58 <br /> 60.00 61.00 6 553 200 11.00 22 242.00 6.00 3.36 250.00 0.69 1.71 11.30 30.00 10.00 20.00 31.30 <br /> 61.00 62.00 0 553 200 11.00 22 242.00 6.00 3.36 1,400.00 0.69 9.59 9.59 30.00 30.00 0.00 9.59 <br /> 62.00 62.00 0 553 200 11.00 22 242.00 6.00 3.36 0.00 0.69 0.00 0.00 30.00 30.00 0.00 0.00 <br /> Page 2 Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One. <br /> F:\FRMA\Projects\EONE PROJECTS\Massachusetts\Mashpee\MASHPEE SEWER PLAN \New Seabury.EOne <br />