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PRELIMINARY PRESSURE SEWER = SIZING AND BRANCH ANALYSIS <br /> Prepared By: KEETER SITE COLLECTION AREA <br /> March 14,2011 <br /> FRMA ---x - ---- i <br /> icmc I <br /> Static Hea ota <br /> - --------- P-ipe-§iz-e---N-1-a-x- Len2th of MainFrietion LossFriction Accnin -ric Max Main N'lininli.1111 PL1111p <br /> kC L11 N,ax Flow N,4ax �,Iax Flow Dynarnic <br /> Number .1 cum Gals/day Elevation I Elevation (feet) <br /> Zone j Connects I S (inches) �elocitN, this Zone Factor Loss This Loss(feet) <br /> 0 Zone Df.PLIIIII S,131.1111 i i 1 1-1 <br /> ui p Per I'Linip Sim OI)s(GPN4) i <br /> Number z ips per P 11 1( 111) (FPS) (ft/looft) Zone ead(It) <br /> in Zone in Zone I 9p 1_ ---- --.- <br /> ITL-j- Friction loss calcolgions were based on a Constant for inside roo�hnes§C"of: 150 <br /> for 11 HDPE <br /> This spreadsheet was calculated using pipediameters- <br /> --20 5 55.001 3.00 2.74 900.00 0.98 8.84 81-11 30.00 11.001 19.00, - 100.11 <br /> 19 <br /> 1.00- 4.00 - 19 0 11-00 3 33.00 2.00 3.57 200.00 2.52 5.0 8.00 22.00 102.56 <br /> 2.00 3.00 6 200 11-00 - 13.00 17.00 92,52 <br /> 3.00 2.19 500.00 - <br /> 00 44.00 3.00 <br /> 3.00 4.00 6 12 2 0 11-00 --- 13.00 17.00 89,27 <br /> 4.00 11-00 4 35 200 11-00 6 66.00 3.00 3.29 -- <br /> 2.00 28.00 108.74 <br /> 5.00 11-00 8 8 200 11-0057 1.00 29.00 118.65 <br /> --- 22 22 200 5 55.00 3.00 2.74 1,500.00 0.98 14./ <br /> 6.00 9.00 --- 11.00 - -- 30.00 1.00 29.00 115.25 <br /> 1 -- <br /> 7.00 9.00 4 4 200 11.00 3 33.00 2.00 3.57 450.00 2.52 11.34 86.25 12.00 18.00 100.47 <br /> 8.00 9.00 9 9 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 82.47 30.00 -- <br /> 9.00 19.00 6 41 200 11-00 6 66.00 3.00 3.29 500.00 1.38 6.89 74.91 30.00 11.00 19.00 93.91 <br /> - 10.00 11.00--- 3 3 200 11-00 2 22.00 2.00 2.38 500-00 1.19 5.94 74.08 30.00 4.00 26.00 100.08 <br /> -- 0.54 2.16 68.14 30.00 7.00 23-00 91-14 <br /> -------�7.00 4.00 2.32 400.00 <br /> -110 0 200 11.00 7 <br /> .00 1 73 ---- <br /> 12.00 13.00 7 7 200 11-00 3 33.00 2.00 3.57 400.00 2.52 10.08 76.06 30.00 5.00 25.00 101.06 <br /> - 8 88.00 4.00 2.65 1,100.00 0.69 7.60 65.98 30.00 5.00 25.00 90-98 <br /> I 1 91 200 11.00 <br /> -- 5 13.00 .00 ------�6 0-0 3.00 3.29 1,250.00 1.38 17.21 87.29 30-00 3.00 27.00 114.29 <br /> -- 11.00 6 .00 D <br /> 30.00 2.00 28.00 105,64 <br /> 14.00 .00 2 1 - 37 200 - - -- 64 <br /> 15.00 18.00 9 9 200 11.00 3 33.00 - 2.00 3.57 - 300-00 2.52 7.56 77. - <br /> ----------�4O 0 2-00 11.00 4 44.00 3.00 2.19 300.00 0.65 - 1.95 89.24 30.00 2.00 28.00 117.24 <br /> 16. 0 <br /> 0 0'.*'� -333�NO <br /> ---'­�o <br /> 5 75.52 30.00 00 <br /> 5.04 <br /> j 5 <br /> .1 72.27 30.00 1--00 <br /> 4 <br /> 2 0 30.00 2.00 <br /> 4) 80.74 <br /> 4 8965 3000 <br /> 1-00 11-00 <br /> F.- I 6 1 -�o <br /> .00 400 6 6 200 1100 3300 200 3.57 350.00 2.52 8.82 96.11 30.00 2.00 28.00 124.11 <br /> 17. - -- <br /> �E <br /> --------Oo -6 66.00 3.00 3.29 850.00 1.38 11.70 70.08 30.00 5.00 25.00 95.08 <br /> 18.00 20-00 4 50 200 11. -- <br /> 19.00 20.00 9 --50 200 11.00 6 66.00 3.00 3.29 700.00 1.38 9.64 68.02 30.00 3.00 27.00 95.02 <br /> 20.00-0-0 8 199 200 11.00 11 121.00 5.00 2.39 650.00 0.44 2.89 58.38 30.00 7.00 23.00 <br /> 8138- <br /> ---------- <br /> 1.00 22.00 13 13 200 11-00 4 44.00 3.00 2.19 800.00 0.65 5.20 60.69 30.00 3.00 27.00 87.69 <br /> 22.00 24.00 13 225 200 11.00 12 1-12.00 5.00 2.60 700.00 0.52 3).66 55.49 30.00 <br /> - 3.00 27.00 82.49 <br /> -- <br /> 23.00 24.00 4 4 200 11-00 3 33.00 71.99 <br /> 3.00 2.00 3.57 800.00 2.52 20.16 - 30.00 3.00 27.00 98.99- 0 -- <br /> 24.00 27.00 6 235 200 11-00 12 132.00 5.00 2.60 680.00 0.52 3.55 51.83 30.00 2.00 28.00 79.83-- -- <br /> 25.00 27.00 6 6 200 11-00 3 33.00 2.00 3.57 300.00 2.52 7.56 55.84 30.00 6.00 24.00 79.84 <br /> 26.00 27.00 6 6 200 11.00 3 33.00 2.00 3.57 - 600.00 2.52 15.12 63.40 30.00 6.00 24.00 87.40 <br /> 27.00 29.00 1 248 200 11-00 13 143.00 5.00 2.82 300.00 0.61 1.82 48.28 30.00 5.00 25.00 73.28 <br /> 30.00 4.00 26.00 82.54 <br /> 28.00 9.00 5 5 200 11-00 3 33.00 2.00 3.57 400.00 2.52 10.08 56-54 -- - <br /> ----f 4-370-0 -s.o 0 -2 --Y,-70000 -0.61 10.30 46.46 3000 7.00 23.00 69.46 <br /> ---�5--- .82 <br /> ?9.00 .00 256 200 11.00 13 - --- <br /> --- 2 22.00 1.19 4.76 51.70 30.00 7.00 23.00 74.70 <br /> -- 11.00 2.00 2.38 400.00 <br /> 30.00 31.00 3 200 11-00 - <br /> -') - 11.00 4 44.00 3.00 ----3 4-6.94 30.00 14.00 16.00 62.94 <br /> -- 16 200 00 2.19 600.00 0.65 .90 <br /> 3100 34.00 10 --- 2.38 <br /> ---- 8.00 22.00 72.51 <br /> 32.00 '1-00 3 200 11.00 2 22.00 2.00 2.3 8 300.00 1.19 3.57 50.51 30.00 - <br /> *'o j - ---- 2.38 200.00 1.19 2.38 45.42 30.00 12.00 18.00 63.42 <br /> 33.00 34.00 2 - 2 200 11-00 2 22.00 2.00 - - <br /> - -00--- 5 55.00 3.00 2.74 700.00 0.98 6.88 43.04 30.00 13.00 17.00 60.04 <br /> '34.00 35.00 4 22 200 11-00 <br /> .00--- 14 1,700.00 0.30 , 5.04 36.16 30.00 13.00 17.00 53.16 <br /> 35.00 40.00 12 290 200 11-00 14 154.00 6.00 , 2.141 <br /> Page I 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 PROJ ECTS\M assachusetts\Mashpee\MASH PEE SEWER PLAN\Keeter.EOne <br />