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PRELIMINARY PRESSURE SEWER 3 SIZING AND BRANCH ANALYSIS <br /> Prepared By: NEW SEABURY SITE COLLECTION AREA <br /> March 14,2011 <br /> FRMA -- - <br /> -�- -- -- - --- -- _ _ __ - _ -- - - - <br /> "_ �cr .Accum Gals/dav -Max Flom ,fax max Plow Pi e Size Max Lenath of NlamFriction LossFriction Accum Frie m, Main Mininunn PumpStatic I(cad Total <br /> Number Coi to Zone ollPumps''Pumps per Pump �'er P)unp Sim Ops(GP1\•l) (inches) eloaty this Zone (Factor Loss This Loss(Peet) I Ele%'ation Elevation fleet) Dynamic <br /> a m (FPS) (ft/1001t) one I J j F1ead(tt) <br /> m Zone in Zonc _p _-��J- -- _ _. - --- <br /> ----!---�- -� - --�- - -- �- --- J - --- -� <br /> (_ Faction loss calculgions were based on a Constant for inside roughnes�'C of: 150 <br /> This spreadsheet was calculated using pipe diameters for SDR11 HDPE <br /> 1.00 4.00-_ 14' 14 _200 j 11.00 _ 4 ! 44.00 3.00 2.19 1,600.00 _ 0.65 10.40 46.42 _ 30.00 _ 3.00 1 27.00 73.42 <br /> 2.52 15.12 51.14 30.00 5.00 25.00 76.14 <br /> 2.00 4.00 8 8 200 11.00 3 33.00 2.00 3.57 600.00 _ _. <br /> 3.00 5.00 24 24 _ 200 11.00 5 55.00 3.00 2.74 1,400.00 0.98 13.75 41.51 30.00 3.00 27.00 68.51 <br /> 4.006 10 _32 Z00 11.00 6 66.00 3.00 3.29 600.00 - 1.38 8.26 36.02 30.00 6.00 24.00 60.02 <br /> 5.00 17.00 4 60 200 11.00 __7 77.00 4.00 2.32 _ 300.00 0.54 1.62 27.76 30.00 4.00 26.00 53.76 <br /> 6.00 7.00 9 9 _ 200 11.00 _3 33.00 2.00 3.57 300.00 2.52 7.56 55.25 30.00 6.00 24.00 79.25_ <br /> 7.00 10.00 3 12 200 11.00 4 44.00 3.00 2.19 350.00 0.65 2.27 47.69 30.00 3.00 27.00 74.69 <br /> 8.00 9.00 4 4 200 11.00 3 33.00 2.00 3.57 _ 350.00 2.52 8.82 61.80 __ 30.00 6.00 _ 24.00 85.80 <br /> 9.00 10.00 3 _ 7 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 52.98 30.00 3.00 27.00 79.98 <br /> _ 10.00_17.00 _ 17 36 200 11.00 6 66.00 3.00 3.29 1,400.00 1.38 19.28 45.42 _ 30.00 5.00 25.00 70.42 <br /> 200 11.00 2 22.00 2.00 2.38 300.00 1.19 3.57 39.53 30.00 8.00 22.00 61_53 <br /> 11.00 15.00 _3 3 <br /> 12.00 15.00 _ 7 7 200 11.00 3 33.00 2.00 3.57 600.00 2.52 15.12 51.08 30.00 9.00 21.00 72.08 <br /> 13.00 16.00 2 2 200 I1.00 _ 2 22.00 2.00 2.38- 200.00 1.19 2.38 39.33 30.00 10.00 20.00 59.33 <br /> 14.00 16.00 _ 10 _ 10 __200 11.00 4 44.00 3.00 2.19 1,000.00 0.65 6.50 43.45 _- 30.00 10.00 20.00_ 63.45 <br /> _15.00 17.00 11_ 21 _ 200 11.00 5 55.00 3.00 _2.7_4 1,000.00 0.98 9.82 35.96 30.00 7.00 23.00 _ 58.96 <br /> 16.00 17.00 _ 18 30 200 11.00 5 55.00 3.00 2.74 1,100.00 0.98 10.81 36.95 30.00 9.00 21.00 57.95 <br /> 17.00 31.00 1 148 _ 200 11.00 10 110.00 5.00 _ 2.17 _ 750.00 0.37 2.79 26.14 _ 30.00 -11.00 _19.00 45.14 <br /> 18.00 19.00 5 5 200 _ 11.00 3 33.00 2.00 3.57 350.00 2.52 8.82 j 77.47 30.00 3.00 _27.00 104.4_7_ <br /> 19.00 22.00 __ 3 __ 8 �200 11.00 3_ 33.00 2.00 3.57 450.00 2.52 11.34 68.65 30.00 7.00 23.00 91.65 <br /> 20.00 22.00 13 13 200 11.00 4 44.00 3.00 2.19 650.00 0.65 4.22 61.53 30.00 -9.00�_____21.00 82.53 <br /> 21.00 22.00 10 10 200 11.00 4 44.00 3.00 2.19 850.00 0.65 5.52 62.83 30.00 7.00 23.00 85.83 <br /> 22.00 26.00 13 44 200 11.00 6 66.00 3.00 3.29 1,100.00 1.38 15.15 57.31 30.00 3.00 27.00 84.31 <br /> 23.00 24.00 11 11 200 11.00 4 44.00 3.00 2.19 700.00 0.65 4.55 50.28 30.00 4.00 26.00 76.28 <br /> 24.00 25.00 4 15 200 11.00 4 44.00 3.00 2.19 300.00 0.65 1.95 45.73 30.00 5.00 25.00 70.73 <br /> 25.00 26.00 3 18 200 11.00 4 44.00 3.00 2.19 250.00 0.65 1.62 43.78 30.00 5.00 25.00 68.78 <br /> 26.00 28.00 17 79 200 11.00 7 77.00 4.00 2.32 900.00 0.54 4.86 42.16 30.00 5.00 25.00 67.16 <br /> 27.00 28.00 18 18 200 11.00 4 44.00 3.00 2.19 1,300,00 0.65 8.45 45.75 30.00 11.00 19.00 64.75 <br /> 28.00 30.00 5 102 200 11.00 8 88.00 4.00 2.65 900.00 0.69 6.22 37.30 30.00 9.00 21.00 58.30 <br /> 29.00 30.00 15 15 200 11.00 4 44.00 3.00 2.19 800.00 0.65 5.20 36.28 30.00 8.00 22.00 58.28 <br /> 30.00 31.00 8 125 200 11.00 9 99.00 4.00 2.98 900.00 0.86 7.73 31.08 30.00 7.00 23.00 54.08 <br /> 31.00 51.00 2 275 200 11.00 13 143.00 5.00 2.82 650.00 0.61 3.94 23.35 30.00 3.00 27.00 50.35 <br /> 32.00 47.00 8 8 200 11.00 3 33.00 2.00 3.57 2,000.00 2.52 50.39 70.04 30.00 4.00 26.00 96.04 <br /> 33.00 35.00 19 19 200 11.00 5 55.00 3.00 2.74 1,000.00 0.98 9.82 64.37 45.00 10.00 35.00 99.37 <br /> 34.00 35.00 15 15 200 11.00 4 44.00 3.00 2.19 800.00 0.65 5.20 59.75 45.00 12.00 33.00 92.75 <br /> 35.00 41.00 2 64 200 11.00 7 77.00 4.00 2.32 250.00 0.54 1.35 54.55 45.00 20.00 25.00 79.55 <br /> Page 1 Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One. <br /> F:\FRMA\Projects\EONS PROJECTS\Massachusetts\Mashpee\MASHPEE SEWER PLAN\New Seabury.EOne <br />