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PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: HIGH SCHOOL AREA COLLECTION AREA March 14,2011 <br /> FRIAA <br /> ACCUrn Fric Max Main ,ill Static Head Total <br /> le ccLnn a s/day max Flow -fen zffi-o�t�Tlai n Fri ction Loss,17riction �N inIL1111 PLI1111) <br /> - ----vax NilaxFlo�\,i Pipe Max <br /> cont <br /> - <br /> Zone I I This Loss(feet) Elevation Elevation (Peet) Dynamic <br /> Number 1 - -,actor 'Loss <br /> to Zone Of Pumps P1.1111ps per PLInip ei-PLIIIIP .Sim (inches) Velocity this Zone F <br /> l� ft) J, one lead t <br /> in Zone in Z <br /> in based on a Constant for inside roi-ialinesg'C'of: 150 <br /> --Tj-,-jssFre-ads-1iei­txi,-s cal-- using pipe diameters far SDR11HDPE Friction loss calcLillions were bas <br /> - ---- - 8 , 88.00 4.00 79.00 77.00 2.00 43,43 <br /> j "00 2. 5 350-00 .69 2-4- '�I.43 <br /> 36.00 38.00 85 200 11.00 --- <br /> 4 - 50.00 29.00 73.21 <br /> 0.65 5.20 44.21 79.00 <br /> 14 14 200 4,fOO 3.00 2.19 800.00 <br /> .,7.00 3 .00 11-00 ------�8 0-0 -4.00 -265- 5-5 0.00 -0.6 9 3.80 39.01 75.00 1.00 40.01 <br /> 38.00 100 5 104 200 1100 76.00 <br /> 45.21 76.00 35.00 41.00 86.21 <br /> 39.00 0,00 7 7 200 11.00 3 33.00 2.00 3.57 680.00 2.52 17.13 <br /> 40.00 45-00 18 159L200 11.00 10 110.00 5.00 2.17 1,000.00 0.37 3.73 28.08 76.00 37.00 39.00 67.08 <br /> - 76.00 37.00 -39.00'. 74.21 <br /> .0o .00 10 114 200 11-00 9 99.00 4,00 2.98 830-00 0.86 7.13 35.21 <br /> -- 13 ?-00 11.00 4 44.007 3.00 2.19 600.00 0.65 3.90 31.98 76.00 59.00 17.00 48.98 <br /> 42.00--�0-00 13 - I---13--86 4-1.94 76.00 41.00 35.00 76.94 <br /> 33.00 2.00 3.57 550.00 2.52 3. <br /> 43.00 .00 7 7 200 11-00 3 -)'o --- - <br /> ---�5--- -- 00 <br /> 4400 00 5 5 200 11 00 3 33.00 200 3.57 430.00 2.52 72.00 48.00 24.00 59.18 <br /> 6.0 <br /> 45.00 48.00 4 236 200 11.00 12 132.00 5.00 2.60 450.00 0.52 2.35 24.35 66.00 66.00 0.00 24.35 <br /> 8 -) <br /> 0 2 -17 66000 <br /> 0 00 47.00 19.00 47.17 <br /> 0-0-47-.0-0 10 10 2(�O- 11-00 4 44.00 3.00 2.19 550.00 0.65 3.57 28.17 66.00 <br /> 47.00 48.00 5 15 200 11-00 4 44.00 3.00 2.19 400.00 0.65 2.60 224.60 66.00 45.00 21.00 45,60 <br /> 48.00 .00 13 200 -- <br /> ?-64 11.00 13 143.00 5.00 2.82 2,000.00 0.61 12.11 22.00 66.00 42.00 24.00 46.00 <br /> 0'00 <br /> 1 9-00 <br /> ')1-00 <br /> �4-00 <br /> 49.00 50.00 13 13200 11.00 4- 44.00 3.00 2.19 950.00 0.65 6.17 38.48 66.00-,-.--- 32.00 34.00 72.48 <br /> 50.00 53.00 12 25 200 11.00 5 55.00---.3.00- 2.74 800.00 0.98 7.86 32.31 66.00 46.00l20.00 ---.---52.31 <br /> - --- - 2.00 3.57 550.00 2.52 13.86 38.31 66.00 52.00 14.00 52.31 <br /> 51.00 ��3-00 8 8 200 11-00 3 33.00 -- - 62.31 <br /> j 38.'1 66.00 42.00 24.00 <br /> 3.57 550.00 2.52 , 13.86 <br /> 52.00 53.00 8 8 200 11-00 - 33-00 --2-00------ -- <br /> 53.0058.00 15 56 --- 200 11.00 7 77.00 - 4.00 232 1,300.00 0.54 7.01 24.45 66.00 3 9.0 0 27.00 51.45 <br /> 54.00 55.00 24 24 200 11-00 5 55-00 3.00 2.74 2,400-00 0.98 23.58 71.15 66.00 33.00 33.00 104.15 <br /> 55.00 334.00 12 42 200 11-00 6 66.00 3.00 3.29 1,000.00 1.38 13.77 47.57 66.00 40.00 26.00 73.57 <br /> - <br /> -- D 00 29.00 89.17 <br /> 3300 200 3.57 2.52 12.60 60.17 66.00 37.00 <br /> 5600 500 6 6 200 1100 - - <br /> 57.00 34.00 -8 -8 - ) 100 00?00 11 00 - 3300 2.00 3.57 2.52 27.71 61.51 66.00 43.00 23.00 84.51 <br /> -- f7 0-0 4.00 2.32 1,400.00 0.54 7.55 17.44 66.00 41.00 25.00 42.44 <br /> 62.0-0 9 73 200 11,00 7 - <br /> 58.00 - <br /> 59.00 5-8-00 -4 4 200 11.00 3 3300 2.00 3.57 450.00 2.52 11.34 28.78 66.00 37.00 29.00 57.78 <br /> 60.00 58.00 4 4 200 11.00 3 33.00 2.00 3.57 450.00 2.52 11.34 28.78 66.00 52.00 14.00 42.78 <br /> 61.00 700 0 473 200 1100 19 209.00 6.00 2.90 1,700.00 0.52 8.88 8.88 66.00 66.00 0.00 8.88 <br /> 62.00 1.00 0 337 200 11.00 15 165.00 6.00 2.29 300.00 0.34 1.01 9.89 66.00 55.00 11.00 20.89 <br /> - 65.00 6 6 200 1100 3 00------ 33- 2.00 3.57 1,300-00 2.52 32.75 60.79 66.00 36.00 30.00 90.79 <br /> 00 -- -- <br /> 64.00 66.00 12 12 200 11-00 4 44.00 3-00 2.19 650.00 0.65 4.22 29.01 66.00 46.00 20.00 49.01 <br /> 65.00--66.00 7 13 200 11.00 4 44.00--- 3.00 2.19 500.00 0.65 3.25 28.04 66.00 50.00 16.00 44.04 <br /> 6600 700 9 34 200 1100 6 66.00 3.00 3.29 1,800.00 1.38 24.79 24.79 66.00 62.00 4.00 28.79 <br /> -- <br /> 67.00-67.00 0 -200 11.00 27 297.00 8.00 2.44--- 0.00 0.28 0.00 0.00 66.00 66.00 0.00 0.00 <br /> ---- - 731----- 12.60 j 74.69 84.00 76.00 8.00 8269 <br /> 68.00 70.00 5 5 200 11-00 3 33.00 2.00 1 3.57 500.00 1 2.52 1 <br /> 69.00 70.00 -18 18 200 11.00 4 44.00 3.00-1 2.19 1,0001.00 1 0.65 1 6.50 68.59 84.00 42.00 42.00 110.59 <br /> 07 3.29 800-70-OT-1.381 11.02 62.09 79.00 52.00 27.00 89.09 <br /> 70.00--T2--00 8 31 200 11.00 6 66.00 3,0 1 <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\High School site.EOne <br />