Laserfiche WebLink
PRELIMINARY PRESSURE SEWER 3SIZING AND BRANCH ANALYSIS <br /> Prepared By: KEETER SITE COLLECTION AREA March 14,2011 <br /> FRMA __-- <br /> - <br /> Zone 0 '(feet)Connects ACCUIll Gals/daNI, MaN Flow MaN IMax Flow Pipe Size <br /> lie I � I , Elevation D)tnarnic <br /> e ocltv this Zone Factor Loss'rllis Loss(i'cet) , Elevation Elevation <br /> per PUMP 'Per PLIMP ',Sim 01) GPN4) i00ft) Zone <br /> i Number to Zone 'of Pumps Pumps <br /> ill Zone ill zone Will) _,(FPS) <br /> Friction loss calculaions were based on a Constant for inside roLjglines�'C' or: 150 <br /> Head(ft) <br /> This spreadsheet was calculated usjn�,pipe dianieters for SDR11HDPE <br /> - 8.00 22.00 82.73 <br /> s <br /> 3-6.0 0--4-0-.00 34 40 200 11.00 66.00 3).00 3.29 -,--2,150.00--- 1.38-- 29.61. 60.73--- --.--30.00----- - <br /> �00 �1.00 -3 --�,�00 <br /> --- --- - 10.00 15.00 15.00 83.29 <br /> 37-00 3 .00 6 6 200 11.00 3 2.00 - 3157- 300-00 2.52 7.56 68.29 38.00-40.0-0 35 35 200 11-00 6 66.00 3.00 3.29 2,300.00 1.38 31.67 62.79 30.00 8.00 22.00 84,79 <br /> --- 8.00 22.00 58.47 <br /> :��:-9 2.00 2.38 450.00 1.19 5.35 36.47 30.00 <br /> 39.00 40.00 3 3 200 11.00 - 22.00 ------- <br /> 40.00 52.00 9 377 L200 11.00 16 176.00 6.00 2.45 1,700.00 - 0.38 6.46 31.12 30.00 14.00 16.00 47.12 <br /> -- -11.00 42.26 0.65 3.25 53.26 35.00 46.00 <br /> 41.00 42.00 14 14 200 11.00 4 44.00 3.00 2.19 500.00 - - <br /> 42.00 45.00 25 51 200 11-00 7 77.00 4.00 2.32 2,200.00 0.54 11.87 50.01 35.00 12.00 23.00 73.01 <br /> 4300 ?_00 12 I_,? 200 1100 4 4 00----- 300 2.19 4TO 00 065----- -- 2.79 52.80 35.00 17.00 18.00 70.80 <br /> 1 19.00 16.00 61.70 <br /> 44.00 45.00 6 6 200 11.00 113.00 2.00 3.57 - 300.00 2.52 7.56 45,70 35.00 --- <br /> ---�7---- 0.54 3.24 38-14 35.00 28.00 7.00 45.14 <br /> 45.0 - <br /> 0 .00 11 68 200 ---11.00 7 77.00 4.00 2.32 600.00 <br /> 46.00 47.00 17 17 200 11.00 4 44.00 13.00 2.19---- 800.00 0.65 5.20 40.10 35.00 24-00 -,---11.00 51.10 <br /> ---47.0051- 0 18 103 200-- 11.00 8 88.00 4.00 2.65 700-00 0.69 4.84 34.90 30.00 24.00 6.00 40.90 <br /> - 0- <br /> 48.00 3.00 2.19 630.00 0.65 4.09 34.15 30.00 22.00 8.00 42.15 <br /> .00 12 12 200 11.00 4 44.00 J 49.00 51.00 15 15 200 1100 4 44.00 3.00 2.19 750.00 065 4.87 34.93 30.00 23.00 7.00 41.93 <br /> 50.00 51.00 7 7 200 11.00 3 33.00 2.00 3.57 350.00 2.52 8.82 38.88 30.00 23.00 7.00 45.88 <br /> --- 30.0 30.00 12.00 18.00 48.06 <br /> 51.00 2.00 26- 163 200 11-00 10 110-00 5-00 2-17 450-00 0-37 5-40 - <br /> 52.00 54.00 00 _�,44 200 11.00 22 242.00 6.00 33)6 1,600.00 0.69 10.96 24.66 .30.00 10.00 20.00 44.66 <br /> --- 20.00 49.42 <br /> -11.00 5 55.00 3.00 2.74 1,600.00 0.98 15.72 29.42 30.00 53-06 54.00 19 200 <br /> 54.00 139-00 1 F564 200 11.00 22 242.00 6.00 3.36 2,000.00 0.69 13.70 13.70 30.00 27.00 3.00 16.70 <br /> ,)7 0.98 26.53 56.92 31.00 25.00 6.00 62.92 <br /> 55.00 57.00 27 00 11.00 5 55.00 3.00 2.74 2,700.00 <br /> 56.00 57.00 12 12 200 11.00 4 44.00 3.00 2.19 700.00 0.65 4.55 34.94 31.00 8.00 23.00 57.94 <br /> - ---- 30.39 31.00 1 14.00 17.00 47.39 <br /> 57.60---39.00 6 45 200 11.00 6 66.00 3.00 3.29 750.00 1.38 10.33 --- <br /> 58-00 59.00 8 8 200 11.00 3 33.00 2.00 3.57 450.00 2.52 11.34 31.40 31.00 21.00. 10.00 41.40 <br /> --- 37.06 <br /> 59.00 61.00 3 56 200 11.00 7 77.00 4.00 2.32 700-00 0.54 3.78 20.06 31.00 14.00 - 17.00 <br /> 4 44.00 3.00 2.19 750.00 0.65 4.87 21.15 31.00 15.00 16.00 37.15 <br /> 60.00 1.00 15 15 200 11.00 - - <br /> 61.00 64.00 2 78 200 11.00 7 77.00 4.00 2.32 600.00 0.54 3.24 16.28 11.00 13.00 18.00 34.28 <br /> 62.00 61.00 5 5 200 11.00 3 33.00 2.00 3.57 400.00 2.52 10.08 26.36 31.00 13.00 18.00 44.36- <br /> 63.00 64.00 4 64 200 11.00 7 77.00 4.00 2.32 1,200.00 0.54 6.48 19.52 31.00 7.00 24.00 43.52 <br /> ----�-6---- 5.59 13.04 31.00 15.00 16.00 29.04 <br /> 64.00 oo 4 146 200 11.00 9 9.00 4.00 2.98 650-00 0.86 -5.59 - <br /> '.00 2.19 800.00 0.65 5.20 12.65 31.00 21.00 10.00 22.65 <br /> --�-600 10 10 200 11.00 4 44.00 3 <br /> 65.00 --- - <br /> - --- <br /> 66.00 139.00 2 162 200 11-00 10 110.00 5.00 2.17 2,000.00 0.37 7.45 7.45 31.00 25.00 6.00 13.45 <br /> 67.00 68.00 11 11 200 11-00 4 44.00 3.00 2.19 900.00 0.65 5.85 37.39 31.00 19.00 12.00 49.39 <br /> --- 1 <br /> 1.00 16.00 15.00 46.54 <br /> 68.00---�q--- 5 �5.0-0 0 2.74 100.00 0.98 0.98 31.54 -1 <br /> .00 9 20 200 11-00 <br /> 5 55.00 3.00 2.74 300.00 0.98 2.95 30.56 31.00 1 25.00 _6.00 36.56 <br /> 69.00 �0-00 200 11-00 - <br /> 2 6 200 11.00 .00 <br /> 70.00 J-001 11 <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\MASH PEE SEWER PLAN\Keeter.EOne <br />