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PRELIMINARY PRESSURE SEWER 1E SIZING AND BRANCH ANALYSIS <br /> Prepared By: KIEETER SITE COLLECTION AREA March 14,201 1 <br /> FRIVIA <br /> ,lax Mairi N/lillillIL1111 PL11111)Static I-lead Total <br /> Connects MaxMax Flow! Pipe SizeLeti-tliofMaiiiFrictioiiLossFrictioii AccLliiiH6 N <br /> 0--11-e Co Number ACCL1111 Gal, aV ax HoNv Max <br /> Number to Zone of Pumps Pumps per Pump Per Pump Sini0ps'(GPM) 1 (inches) eloct\ this Zone ,Factor Loss This I Loss(feet) Elevation Elevation j(feet) Dynamic <br /> in <br /> y <br /> iaiic <br /> inZoie nZorel apr) (FPS) (fulooft) Zone ,d(f) <br /> -__L -d - -- " _ <br /> Tfisspra(sieet wascalculatedusing pipe iametersfar SDR11HDPE Friction loss calculaims were based on a Constant for inside roughies§C of: 150 <br /> --- <br /> 71.00 73.00 11 11 200 11.00 .3 <br /> 4 44.00 .00 2.191,200.00-- 0.65 7.80 53.09 31.00 -8.00 23.0076.09 <br /> 72.00 00 3 3 200 <br /> --- --11-00 2 22.00 2.00 2.38 400.00 1.19 4.76 50.05 31.00 11.00 20.00 70.05 <br /> 3.00 75.00 7 21 <br /> 200 11-00 5 55.00 3.00 2.74 900.00 0.98 8.84 45.29 31.00 11.00 20.00 65.29 <br /> -- <br /> 74.00 75.00 4 4 200 11-00 3 33.00 2.00 3.57 400.00 2.52 10.08 46.53 31.00 11.00 20.00 66.53 <br /> 2.74 900.00 0.98 8.84 33 6.45 31.00 2').00 8.00 44.45 <br /> 75.00 70.00 1 26 200 11-00 5 55.00 3.00 ---- <br /> - --- 34.74 31.00 17.00 14.00 48.74 <br /> --I - 100 .38 600.00 1.19 7.13 <br /> 76.00 0.00 3 200 11-00 2 2100 2-00 - <br /> --- <br /> �-700 70-00 8 8 200 11.00 3 33.00 2.00 3.57 800.00 2.52 20.16 47.77 31.00 6.00 25.00 72.77 <br /> -- --- <br /> 78.00 66.00 4 4 200 11.00 3 33.00 2.00 3.57 1,300.00 2.52 32.75 40.20 31.00 9.00 22.00 62.20 <br /> --- - 66.82 - -- 37.00 -i-0-3.82- <br /> 4 44.00 3.00 2.19 800.00 0.65 5 ------ F---- <br /> 79.00 20 39 O( 2.00.00 15 15 200 11.00 T-33. <br /> 80.00--­81.00 6 6 200 11-00 33,00--- 00-- 3.57 - 550.00 8-6 75.48 39.00 2.00 37.00 112.48 <br /> --- - --- 6 66.00 3.00 3.29 850.00 1.33 8 1 11.70 61.62 39.00 2.00 37.00 98.62 <br /> 81.00 83.00 13 34 200 11.00 - <br /> 82.00 83.00 9 9 54 <br /> 200 11.00 3 33.00 2.00 3.57 450.00 2.52 11.34 61.26 39.00 2.00 37.00 98.26 <br /> 8300 500 11 200 11.00 7 77.00- 4.00 2.32 1,400.00 0.54 7.55 49.92 39.00 2.00 -- 37.00 86.92 <br /> - - <br /> 1-1.00 3 -33-00 2.00 3.57 500.00 2.52 12.60 54.97 39.00 4.00 35.00 89.97 <br /> 8400 500 7 7 200 ------------------- <br /> --- 7 77.00 4.00 -- 2.32 800.00 0.54 4.32 42.37 39.00 3.00 36.00 78.37 <br /> 69 <br /> 85.00 9.00 200 11-00 - <br /> 86.00 88.00 14 14 200 11-00 4 44.00 3.00 2.19 900.00 0.65 5.85 51.76 39.00 1 0 36.00 87.76 <br /> -8 0-0 -5 5 2 0 11.00 3 33.00 2.00 3.57 450.00 2.52 11.34 57.25 39-00 _ 3.00 36.00 93:25 <br /> 87. ---- - ------ <br /> 88.00 89.00 3 22 200 11.00 5 55.00 3.00 2.74 800.00 0.98 7.86 45.91 39.00 2.00 37.00 82.91 <br /> 89.00 91.00 4 95 200 11.00 8 88.00 4.00 2.65 1,100.00 0.69 7.60 38.05 39.00 2.00 37.00 75.05- <br /> - 90.00 91.00 15 15 200 11.00 4 44.00 3.00 2.19 600.00 0.65 3.90 34.35 39.00�l .10.00 '29.00 63.35 <br /> 4.00 2.65 2,000.00 0.69 13.82 30.45 39.00 10.00 29.00 59.45 <br /> ­ -.0 0 2 0-0 2 112 200 11.00 8 88-00 --- -- - <br /> -,;;-0-0 -16 -16 <br /> 92.00 200 11.00 4 44.00 300 2.19 950.00 0.65 6.17 54.98 39.00 4.00 35.00 89-98 <br /> 13 3.29 900.00 1.38 12.39 48.81 39.00 11.00 28.00 76.81 <br /> --9-5.0 0 .00 6 66.00 .00 <br /> 93.00 25 41 200 11 -- - ---- <br /> 94.00 95.00 13 13 200 11.00 4 44.00 3.00 2.19 900.00 0.65 5.85 42.27 39.00 11.00 28.00 70.27 <br /> 95.00 98.00 3 57 200 11.00 7 77.00 4.00 2.32 500.00 0.54 2.70 36.42 39.00 10.00 29.00 65.42 <br /> 96.00 98.00 ---- <br /> 23 33 200 11.00 6 6.00 3-00 3.29 1,350.00 1.38 18.59 52.'1 39.00 5.00 34.00 86.31 <br /> - - - - <br /> 97.00 2.19 200.00 0.65 1.30 5').61 39.00 3.00 36.00 89.61 <br /> .00 10 10 200 11.00 4 44.00 -1 3.00 - - <br /> 98.00 100.00 3 93 200 11-00 <br /> 8 88.00 4.00 2.65 450.00 0.69 3.11 33.72 39.00 8.00 31.00 64.72 <br /> --- <br /> 99.00 100.00 27 27 200 11.00 5 55.00 3.00 2.74 3,300.00 0.98 32.42 63.03 39.00 22.00 17.00 80.03 <br /> --F-- ---loo.00 17.00 2 122 200 11-00 9 99.00 4.00 2.981 350.00 0.86 3.01 30.61 39.00 9.00 30.00 60.61 <br /> 101.00 103.00 13 13 13 -200 11.00 4-- 44.00 3.003.00 2.19 800.00- _65 5.20 54.41 39.00 3.00 36.00 90.41 102.00 103.00 7 7 200 11-00 3 33.00 2.00 3.57 400.00 2.55 <br /> 2 10.08 59.29 139.00 14.00 25.00 84.29 <br /> 103.00 10-4- <br /> .00 13 33 200 11.00 6 66.00 3.00 3.29 550.00 1.38 7.57 49.21 39.00 5.00 34.00 83.21 <br /> -- <br /> --TO 6-00 3 36 200 11-00 :::��666.00,:� 3.00 3.29 300.00 1.38 4.13 41.64 39.00 10.00 29.00 70.64 <br /> 104.00 -- 01:7772=41 <br /> 105.00 106.00 10 10 10 <br /> 1 201�t 11-00 41 44.001 3.00 1 2.19 600.00 0.65 3.90 41.41 39.00 8.00 31,0 <br /> Page 3 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\Keeter.EOne <br />