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PRELIMINARY PRESSURE SEWER -A_ JMULATED RETENTION TIME (HR) <br /> NEW SEABURY SITE COLLECTION AREA <br /> Prepared By: March 14,2011 <br /> FRMA <br /> Zone (Connects to Accumulated Pipe Size(inches) Gallons er 100 Len.,th of Zone Ca acit,ofZone Average Daily Floe Average Fluid Average Retention I Accumulated <br /> Number Zone Total of Pumps lineal feet I Changes per Day (! Time(Hi Retention Time(Flr) <br /> this Zone ------� -----`-- -- ..---- -------- <br /> _ ___J_- J ------ ----- Gals per Day per Dwelling 200 <br /> This spreadsheet was calculated using pipe diameters forSDRI1HDPE <br /> 1.00 4.00'---_-- 14 - 3.00 .3 1,600.00 535.46 2,800 5.23 4.59 7.57 <br /> 2.00 4.00 8 2.00 15.40 600.00 92.42 1,600 17.31 1.39 _ 4.37 <br /> 3 2 <br /> .00 5.00 24 3.00 33.47 1,400.00 468.53 4,800 10.24 2.34 . <br /> 57 4.00 5.00 _ 32 3.00 33.47 600.00 200.80 6,400 31.87 _- 0.75 _ _ .98 <br /> 5.00 17.00 60 4.00 55.31 300.00 165.94 12,000 72.32 0.33 2.23 <br /> _ 6.00 7.00 __ 9 2.00 - 15.40 -_ 300.00 46.21 1,800 38.95 _ 0.62 5.25 <br /> _ 7.00 10.00 12 3.00 33.47 350.00 117.13 2,400 20.49 1.17 4.63 <br /> 8.00 9.00 4 _ 2.00 --- 15.40 350.00 ___53.91 -- 800 14.84 1.62 - _ 5.87 <br /> 9.00 10.00 7 2.00 - 15A0 - 300.00 46.21 _ 1,400 30.301 0.79 425 <br /> 10.00 17.00 36 3.00 33.47 1,400.00 468.53 7,200 _ 1537 1.56 <br /> 11.00 15.00 - 3- - 2.00 15.40 300.00 _ - 46.21 _-_- 600 - 12.98 1.85 -- 5.66 <br /> --. --- <br /> 2.00 15.40 600.00 92.42 1,400 15.151 1.58 5.40 <br /> 12.00 15.00 _ 7_ - --- -- - - -- -- - <br /> ----- - 2 2.00 15.40 200.00 30.81 400 12.98 1.85 5.22 <br /> ------ ------- ---- --- <br /> 14.00 16.00( 10 3.00 ------33.47 1,000.00 - - 334.66 -_ 2,000 _ �.98 4 <br /> - - .02 - 7.39 <br /> - -- - <br /> 15.00 17.0_0 - 21 -i 3.00 33.47 1,000.00 _ _334.66 -- _4,200 _- 12.55"- 1.91 -_ _ 3.81 <br /> - 16.00 17.00 30 - 3.00 33.47 _1,100.00 _ 368.13 _-_ 6,000 16.30 1.47 3.37 <br /> 17.00 31 -- 148 ----5.00 -- 84.50 750.00 633.77 _ 29,600 - 46.70 - 0.51 -- - 1.90 <br /> 18.00 19.00 5 2.00 15.40 _350.00 53.91 1,000 18.55 1.29 _ 6.54 <br /> 19.00 22.00 __8 2.00 _-- 15.40 _ 450.00 - 69.31 1,600 _-_ 23.08; 1.04 -_ - 5.25 <br /> 20.00 _ 22.00 13 3.00 33.47 650.00 217.53 2,600 11.951 2.01 6.22 <br /> 21.00 22.00 10 3.00 33.47 - 850.00 284.46 2,000 7.03(_ 3.41 7.62 <br /> 22. 00 26.00 _ 44 3.00 33.47 1,100.00 368.13 8,800 23.90 1.00 421 <br /> 23.00 24.00 11 3.00 33.47 700.00 234.27 2,200 9.39 2.56 7.12 <br /> 33.47 300.00 100.40 3,000 29.88 0.80 4.57 <br /> 24.00 25.00 15 3.00 <br /> 3.00 33.47 250.00 83.67 3,600 43.03' 0.56 3.76 <br /> 25.00 26.00 18 <br /> 26.00 28.00 79 4.00 55.31 900.00 497.82 15,800 31.74 0.76 3.20 <br /> 27.00 28.00 18 3.00 33.47 1,300.00 435.06 3,600 8.27 2.90 5.35 <br /> 28.00 30.00 102 4.00 55.31 900.00 497.82 20,400 40.98 0.59 2.45 <br /> 30.00 15 3.00 33.47 800.00 267.73 3,000 11.21 2.14 4.00 <br /> 29.00 <br /> 30.00 31.00 125 4.00 55.31 900.00 497.82 25,000 50.22 0.48 1.86 <br /> 31.00 51.00 275 5.00 84.50 650.00 54927 55,000 100.13 0.24 1.38 <br /> 47.00 8 2.00 15.40 2,000.00 308.06 1,600 5.19 4.62 5.88 <br /> 32.00 <br /> 33.00 47.00 19 3.00 33.47 1,000.00 334.66 3,800 11.35 2.11 6.47 <br /> 34.00 35.00 15 3.00 33.47 800.00 267.73 3,000 11.21 2.14 6.49 <br /> 35.00 41.00 64 4.00 55.31 250.00 138.28 12,800 92.56 0.26 4.35 <br /> Page 1 Note:This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One <br /> F•\FRTfA\T>rniarte\Frl1�TF AR A(ZTJAFF QPAVPI? Ui AV\NT-r Fr)- <br />