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PRELIMINARY PRESSURE SEWER -A`-- JMULATED RETENTION TIME (HR) <br /> Prepared By: KEETER SITE COLLECTION AREA <br /> March 14,201 1 <br /> FRMA <br /> Zone Connects to Accumulated Pipe Size(inches) Gallons per 100 Length of Zone Capacity of Zone Average Daily Flo\N, Average Fluid \verage P-,etention Accumulated <br /> Number Zone Total of Pumps lineal feet <br /> this Zone <br /> Changes per Day Time(Hr) (Retention Time(Hr) <br /> _ _ ---- ----- ---- -- ----- -- - ---- <br /> ^This spreadsheet wa calculated using pipe diameters forSDR11HDPE Gals per Day per Dwelling 200 <br /> 1.00 _ 4.00 19 3.00 _ 33.47) 900.00 301.20 3,800 12.62 1.90 7.57 <br /> 2.00 3.00 6 2.0_0 15.40 200.00 30.81 1,200 38.95 0.62 7.96 <br /> 3.00 4.00 12 3.00 33.47 500.00 167.33 2,400 14.34 1.67 7.35 <br /> 4.00 11.00 35 3.00 33.47 300.00 100.40 7,000 69.72 _ 0.34 5.67 <br /> 5.00 11.00 8 2.00 15.40 500.00 77.01 1,600 20.78 1.16 6.48 <br /> 6.00 9.00 22 3.00 33.47 11500.00 502.00 4,400 8.76 2.74 _ 7.95 <br /> 7.00 _ 9.00 4 2.00 15.40 450.00 69.31 800 11.54 2.08 7.29 <br /> 8.00 _ 9.00 9 2.00 _- 15.40 300.00 46.21 1,800 38.95 0.62 5.83 <br /> 9.00 19.00 41 3.00 33.47 500.00 _ 167.33 8,200 49.00 0.49 5.21 <br /> 3 2.00 15.40 500.00 77.01 600 7.79 3.08 8.41 <br /> 10.00 11.00 <br /> 11.00 13.00 73 _ 4.00 55.31 400.00 221.25 14,600 65.99 0.36 5.33 <br /> F14. <br /> 13.00 ___ 7 2.00 _ 15.40 400.00 61.61 1,400 _ 22.72 _1.06 6.02 <br /> 20.00 _ 91 4.00 55.31 1,100.00 608.44 18,200 29.91 0.80 4.96 <br /> 18.00 37 3.00 33.47 1,250.00 418.33 7,400 17.69 1.36 6.20 <br /> 18.00 9 2.00 15.40 300.00 46.21 1,800 38.95 1.20 5.4116. 14.00 10 3.00 33.47 300.00---- 100.40 2,000 19.92 1.20 7.41 <br /> 350.00 53.91 1,200 22.26 1.08 7.28 <br /> 17.00 14.00 6 2.00 15.40 <br /> 18.00 20.00 50 3.00 33.47 850.00 284.46 10,000 35.15 0.68 4.84 <br /> 19.00 20.00 50 3.00 ----.- 33.47 700.00 234.27 10,000 42.69 0.56 4.72 <br /> 20.00 22.00 199 5.00 84.50 650.00 549.27 39,800 72.46 0.33 4.16 <br /> 21.00 22.00 13 3.00 33.47 800.00 267.73 2,600 9.71 2.47 6.30 <br /> 22.00 24.00 225 5.00 84.50 700.00 591.52 45,000 76.08 0.32 3.83 <br /> 23.00 24.00 4 2.00 15.40 800.00 123.22 800 6.49 3.70 7.21 <br /> 24.00 27.00 235 5.00 84.50 680.00 574.62 47,000 81.79 0.29 3.52 <br /> 25.00 27.00 6 2.00 15.40 300.00 46.21 1,200 25.97 0.92 4.15 <br /> 26.00 27.00 6 2.00 15.40 600.00 92.42 1,200 12.98 1.85 5.07 <br /> 27.00 29.00 248 5.00 84.50 300.00 253.51 49,600 195.65 0.12 3.22 <br /> 8.00 29.00 5 2.00 15.40 400.00 61.61 1,000 16.23 1.48 4.58 <br /> 2 <br /> 2 .00 29.00 25 2.00 15.40 1,700.00 1,436.54 51,200 3 5.6 4 0.67 3.10 <br /> 30.00 31.00 3 2.00 15.40 400.00 61.61 600 9.74 2.46 7.67 <br /> 31.00 34.00 16 3.00 33.47 600.00 200.80 3,200 15.94 1. 5. <br /> 32.00 31.00 3 2.00 15.40 300.00 46.21 600 12.98 1.8855 7.06 <br /> 33.00 34.00 2 2.00 15.40 200.00 30.81 400 12.98 1.85 5.55 <br /> 34.00 35.00 22 3.00 33.47 700.00 234.271 1400 18.781 1.281 3.70 <br /> 35.00 40.00 290 6.00 119.90 1,700.00 2,038.281 58,000 28.461 0.841 2.43 <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•\RRT�A\Drn;ortc\F(1T�TR DT?nTPC rQ\T/t.cc QT-TDPP QPAITPP PT ATT\Y..t.,Pn P <br />