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<br /> PRELIMINARY PRESSURE SEWER -A. -JMULATED RETENTION TIME (FIR)
<br /> TRANSFER STATION COLLECTION AREA
<br /> Prepared By: March 14,2011
<br /> FRMA
<br /> Zone Connects to Accumulated Pipe Size(inches) Gallons per 100 Length of one Capacity of Zone Average Daily Floe Average Fluid Average Retention Accumulated
<br /> Number Zone Total of Pumps lineal feet Changes per Day Time(Hr) Retention Tinne(Hr)
<br /> this Zone _
<br /> This spreadsheet was calculated using pipe diameters farSDRI1HDPE Gals per Day per Dwelling - 200
<br /> 66.00 43.00 25 3.00 33.47 1,000.00 334.66 5,000 14.94 1.61 9.50
<br /> 37.00 36.00 9 2.00 55.40 550.00 84.72 1,800 21.25 1.13 10.63
<br /> 38.00 36.00 6 2.00 15.40 600.00 92.42 1,200 12.98 1.85 11.35
<br /> 39.00 42.00 24 3.00 33.47 1,200.00 401.60 4,800 11.95 _ 2.01 10.72
<br /> 40.00 42.00 16 3.00 33.47 900.00 301.20 3,200 10.62 2.26 10.97
<br /> 41.00 42.00 20 3.00 33.47 1,150.00 384.86 4,000 10.39 2.31 _ 11.02
<br /> _42.00 43.00 73 4.00 55.31 900.00 497.82 14,600 29.33 0.82 8.71
<br /> 43.00 __51.00 99 4.00 55.31 1,100.00 608.44 19,800 32.54 0.74 7.89
<br /> 44.00 46.00 3 2.00 15.40 200.00 30.81 600 19.48 1.23 10.40
<br /> _ 45.00 46.00 7 2.00 15.40 300.00 _ 46.21 1,400 30.30 0.79 9.96
<br /> 46. 00 51.00 14 3.00 33.47 700.00 _ 234.27 2,800 11.95 2.01 9.16
<br /> 47.00 48.00 _ 12 3.00 33.47 _600.00 200.80 _2,400 11.95 _ 2.01 - 10.99
<br /> 48.00 51.00 22 3.00 33.47 - 1,000.00 334.66 4,400 13.15 _ _ 1.83 8.98
<br /> 49.00 50.00 12 _ 3.00 33.47 850.00 284.46 2,400 8.44 2.84 10.38
<br /> _ 50.00 52.Op _ 20 3.00 33.47 __ 700.00 234.27 4,000 17.07 1.41 _ 7.53
<br /> 51.00 52.00 148 5.00 84.50 1,500.00 1,267.54 29,600 23.35 1.03 7.16
<br /> 52.00 61.00 221 5.00 84.50 ____ 700.00 591.52 44,200 74.72 _ 0.32 _ 6.13
<br /> 53.00 54.00 4 2.00 15.40 800.00 123.22 800 6.49 _- 3.70 _ 11.04
<br /> 54.00 52.00 43 3.00 33.47 1,300.00 435.06 7.34
<br /> 8,600 _19.77 _ 1.21 - _
<br /> 55.00 56.00 20 3.00 33.47 1,300.00 435.06 4,000 9.19 2.61 _ 10.85
<br /> 56.00 54.00 26 3.00 33.47 580.00 194.11 5,200 26.79 0.90 8.24
<br /> 57.00 59.00 15 3.00 33.47 800.00 267.73 3,000 11.21 2.14 9.62
<br /> 58.00 59.00 6 2.00 15.40 300.00 46.21 1,200 25.97 0.92 8.40
<br /> 59.00 60.00 24 3.00 33.47 500.00 167.33 4,800 28.69 0.84 7.48
<br /> 00.00 61.00 41 3.00 33.47 850.00 284.46 8,200 28.83 0.83 6.64
<br /> 61.00 62.00 282 6.00 119.90 1,250.00 1,498.74 56,400 37.63 0.64 5.81
<br /> 62.00 65.00 302 6.00 119.90 2,200.00 2,637.78 60,400 22.90 1.05 5.17
<br /> 63.00 65.00 26 3.00 33.47 2,000.00 669.33 5,200 .7 3. .21
<br /> 64.00 66.00 18 3.00 33.47 1,000.00 334.66 3,600 10.76 2.23 5.28
<br /> 65.00 66.00 361 6.00 119.90 2,700.00 3,237.27 72,200 22.30 1.08 4.12
<br /> 66.00 74.00 383 6.00 119.90 700.00 839.29 76,600 91.27 0.26 3.04
<br /> 67.00 69.00 22 3.00 33.47 950.00 317.93 4,400 13.84 1.73 6.77
<br /> 68.00 67.00 11 3.00 33.47 400.00 133.87 2,200 16.43 1.46 8.23
<br /> 69.00 71.00 28 3.00 33.47 1,000.00 334.66 5,600 16.73 1.43 5.03
<br /> 70.00 71.00 9 2.00 15.40 1,000.001 154.031 1,800 11.69 2.05 5.65
<br /> Page 2 Note:This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One
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