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PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: KEETER SITE COLLECTION AREA <br /> March 14,2011 <br /> FRMA <br /> _ -- - _i <br /> Zone Connects 'Number \team Gals day N(ax T low Nfax \lax Flow Pipe Size Max Length of ivlainl=riction LossFriction Accum Fnc \( ��9ain �linunum PumpStatic Head Total <br /> Number to Zone ol'Pumpsl Pumps er Pump er Pump Sim Ops:(GPA%1) (inches) Velocity this Zone Factor Loss This Loss(lcet) Elevation Elevation '(feet) Dynamic <br /> in Z_one�in Zone (gpm) (FPS) (t1/1001t) Zone <br /> kad(tt) <br /> ------------ -- Friction loss calculaions were based on a Con in stant for side roughnes�'C"of: 150 <br /> This spreadsheet was calculated using pipe diameters for SDR11 HDPE ____ _ <br /> 106.00 107.00 3_ 49 __ 200 11.00 6 '_ 66.00_ 3.00 3.29 1 200.00 1.38 2.75 37.51 39.00 5.00 34.00 _71.51 <br /> 107.00 108.00 _ 7 56 200 11.00 7 77.00 4.00 2.32_ 250.00 0.54 1.35 34.76 39.00 - 6.00 33.00 _ 67.76 <br /> _ 008.00 116.00 _ 3 _ 59 200 11.00 7 77.00 4.00 2.32_ 200.00 0.54 1.08 33.41 39.00 7.00 - 32.00 65.41 <br /> 109.00 11.00 9 _ 9 _200 11.00 3 33.00 2.00 3.57 600.00 2.52 15.12 83.26 39.00 14.00 25.00 108.26 <br /> 110.00 11.00 6 6 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 75.70 39.00 15.00 24.00 _ 99.70 <br /> 111.00 112.00 5 5 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 48.57 39.00 21.00 18.00 66.57 <br /> 112.00 114.00 _ 13 18 200 11.00 4 44.00 3.00 2.19 700.00 0.65 4.55 41.01 39.00 4.00 35.00 76.01 <br /> 113.00 114.00 9 9 200 11.00 3 33.00 2.00 3.57 400.00 _ 2.52 10.08 46.54 39.00 7.00 32.00 78.54 <br /> _ 114.00 116.00 4 31 200 11.00 6 66.00 3.00 3.29 300.00 1.38 4.13 36.46 39.00 8.00 31.00 67.46 <br /> 115.00 116.00 21 21 200 11.00 5 55.00 3.00 2.74 1,100.00 0.98 10.81 43.14 39.00 5.00 34.00 77.14 <br /> 116.00 117.00 __ 9 120 200 11.00 9 99.00 4.00 2.98 550.00 0.86 4.73F40.49 <br /> 2.33 39.00 10.00 29.00 61.33 <br /> 117.00 132.00 1 243 200 11.00 12 132.00 5.00 2.60 2,100.00 0.52 10.977.60 - 39.00 15.00 24.00 51.60 <br /> 118.00 123.00 22 _22 200 11.00 5 55.00 3.00 2.74 1,000.00 0.98 9.82 37.00 5.00 32.00 72.49 <br /> _ 119.00 122.00 19 19 200 11.00 5 55.00 3.00 2.74700.00 0.98 6.883.06 37.00 I1.00 26.00 69.06120.00 1?-, 12 12 200 11.00 4 44.00 3.00 2.19 600.00 0.65 3.90 0.08 - - 37.00 _ 7.00 __30.00 70.08 <br /> 121.00 122.00 7 7 200 11.00 3 33.00 2.00 3.57 500.00 2.52 12.60 48.78 37.00 15.00 22.00 _ 70.78 <br /> ----- 20.00 17.00 53.18 <br /> _ 122.00 123.00 4 _4_2_ _ 200 11.00 6 66.00 3.00 3.29 400.00 138 5.51 36.18 37.00 <br /> 123.00 126.00 5 69 200 11.00 7 77.00 4.00 2.32 300.00 0.54 1.62 30.67 37.00 14.00 23.00 53.67 <br /> --------- 2_0--------- <br /> 124.00 125.00 20 ) 20 200 11.00 5 55.00 3.00 2.74 950.00 0.98 9.33 42.80 37.00 21.00 16.00 58.80 <br /> 125.00 126.00 3 23 200 11.00 _ 5 55.00 3.00 2.74 _ 450.00 _0.98 4.42_ 33.47 37.00 17.00 20.00 53.47 <br /> 126.00 128.00 _ 7 99 200 11.00 8 88.00 .00__ 2.65 -450.00_ 0.69 3.11 29.05 37.00 10.00 27.00 _ 56.05 <br /> - �--- <br /> _4 <br /> 127.00 128.00 _ 5 _ 5 200 11.00 3 33.00 _2.00 3.57--- 200.00 - 2.52 5.04 30.98 - 37.00 _ 15.00 _22.00 52.98 <br /> 128.00 130.00 17 121 200 11.00 9 99.00 4.00 2.98 1,000.00 0.86 8.59 25.94 37.00 12.00 -25.00 50.94 <br /> 129.00 130.00 21 21 200 11.00 5 55.00 3.00 2.74 1,050.00 0.98 10.32 27.67 35.00 2.00 33.00 60.67 <br /> 130.00 133.00 6 153 200 11.00 10 110.00 5.00 2.17 - 500.00 0.37 1.86 17.35 35.00 20.00 - 15.00 32.35 <br /> 131.00 130.00 5 5 200 11.00 3 33.00 2.00 3.57 250.00 2.52 6.30 23.65 35.00 14.00 21.00 44.65 <br /> 132.00 133.00 3 358 200 11.00 16 176.00 6.00 2.45 300.00 0.38 1.14 16.63 35.00 35.00 0.00 16.63 <br /> 133.00 136.00 5 516 200 11.00 21 231.00 6.00 3.21 600.00 0.63 3.77 15.49 32.00 25.00 7.00 22.49 <br /> 134.00 135.00 29 29 200 11.00 5 55.00 3.00 2.74 1,600.00 0.98 15.72 41.21 35.00 25.00 10.00 51.21 <br /> 135.00 136.00 16 45 200 11.00 6 66.00 3.00 3.29 1,000.00 1.38 13.77 25.49 32.00 25.00 7.00 32.49 <br /> 136.00 138.00 13 574 200 11.00 22 242.00 6.00 3.36 1,500.00 0.69 10.28 11.72 32.00 23.00 9.00 20.72 <br /> 137.00 138.00 4 4 200 11.00 3 33.001 2.001 3.57 250.00 2.52 6.30 7.74 32.00 29.00 3.00 10.74 <br /> 138.00 139.00 1 579 200 11.00 23 253.001 8.00 1 2.08 700.001 0.211 1.44 1.44 30.00 30.00 0.00 1.44 <br /> 139.00 139.00 0 1,305 200 11.00 45 495.001 10.00 1 2.68 0.00 1 0.26 1 0.00 0.00 30.00 30.00 0.00 0.00 <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\Projects\EONS PROJECTS\Massachusetts\Mashpee\MASHPEE SEWER PLAN\Keeter.EOne <br />