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PRELIMINARY PRESSURE SEWER -AcJMULATED RETENTION TIME (HR)
<br /> KEETER SITE COLLECTION AREA
<br /> Prepared By: March 14,2011
<br /> FRMA
<br /> Zone Conne s to Accumulated Pipe Size mchcs) Gallons er l00 Length of Zone Capacity of Zone Average Daily Flo�� Average Pluid Average f�etention Accumulated
<br /> Chances per Da Time(Hr) Retention Time(Hr)
<br /> Number Zone Total of Punips lineal feet
<br /> this Zone -- -- perDwelling----- ----- -----
<br /> ------ -- ----- 200
<br /> This spreadshete w cul as calated using pipe diameters for SDR11HDPE Gals per Day
<br /> 3.00 33.47 2,150.00�- 719.53 8,000 11.12 2.16 _3.74
<br /> 36.00 40.00 40 � 25.97 0.92 4.66
<br /> 37.00 36.00 6 2.00 15.40 300.00 _ 46.21 1,_00
<br /> 88.00 40.00 35 3.00 33.47 2,300.00 769.73 7,000 9.09 2.64 -4.22
<br /> 2.00 15.40 450.00 _ 69.31 600 8.66 __-__2.77- 4.35
<br /> 39.00 40.00 3
<br /> 40.00 52.00 377 6.00 119.90 1,700.00 2,038.28 75,400 36.99 0.65 _ 1.58
<br /> 41.00 42.00 14 3.00 33.47 500.00 167.33 2,800 - 16.73 _ 1.43 - 7.17
<br /> 42.00 45.00 51 4.00 55.31 2,200.00 _ 1,216.89 10,200 8.38 _ 2.86 _- 5.74
<br /> 43.00 42.00 _ 12 3.00 33.47 430.00 _- 143.91 2,400 16.68 1.44 _ 7.17
<br /> 44.00 45.00 _ 6 2.00 15.40 300.00 - 46.21 1,200 25.97 0.9 2
<br /> 45.00 47.00 68 4.00 55.31 600.00 331.88 li,600 40.98 0.59 - 2.87
<br /> 46.00 47.00 17 3.00 33.47 _ 800.00 267.73 3,400 12.70 _ 1.89 - -4.18
<br /> _ 4_7.00 51.00 103 4.00 _ 55.31 _700.00 387.19 _- 20,600 53.20 - _0.45 2.29
<br /> 48.00 51.00 12 3.00 _ 33.47 630.00 210.84 2,400 _ 11.38 - 2.11 -_ 3.94
<br /> 49.00 51.00 15 3.00 33.47 - 750.00 _ 251.00 3,000 -_ 11.95 - 2.01 3.84
<br /> 50.00 51.00 7 2.00 15.40 350.00 53.91 1,400 25.97 _0.92 2.76
<br /> 51.00 52.00 163 5.00 84.50 1,450.00 1,225.29 32,600 26.61 - 0.90 1.84
<br /> 52.00 54.00 544 6.00 119.90 1,600.00 1,918.38 108,800 56.71 0.42 -_- 0.93
<br /> 53.00 54.00 19 3.00 33.47 1,600.00 535.46 3,800 7.10 3.38 - 3.89
<br /> 54.00 139.00 564 6.00 119.90 2,000.00 _ 2,397.98 112,800 47.04 0.51 _ 0.51
<br /> 55.00 57.00 27 3.00 33.47 2,700.00 903.59 5,400 5.98 4.02 7.57
<br /> 56.00 57.00 12 3.00 33.47 700.00 234.27 2,400 10.24 2.34 5.90
<br /> 3.00 33.47 750.00 251.00 9,000 35.86 0.67 _ 3.56
<br /> 57.00 59.00 45
<br /> 58.00 59.00 8 2.00 15.40 450.00 69.31 1,600 23.08 1.04 3.93
<br /> 59.00 61.00 56 4.00 55.31 700.00 387.19 11,200 28.93 0.83 2.89
<br /> 60.00 61.00 15 3.00 33.47 750.00 251.00 3,000 11.95 2.01 4.07
<br /> 61.00 64.00 78 4.00 55.31 600.00 33 1.8 8 15,600 47.01 0.51 2.06
<br /> .00 61.00 5 2.00 15.40 400.00 61.61 1,000 16.23 1.48 3.54
<br /> 663.00 64.00 64 4.00 55.31 1,200.00 663.76 12,800 19.28 1.24 2.79
<br /> 64.00 66.00 146 4.00 55.31 650.00 359.54 29,200 81.22 0.30 1.55
<br /> 55.00 66.00 10 3.00 33.47 800.00 267.73 2,000 7.47 3.21 4.46
<br /> 66.00 139.00 162 5.00 84.50 2,000.00 1,690.05 32,400 19.17 1.25 1.25
<br /> 67.00 68.00 11 3.00 33.47 900.00 301.20 2,200 7.30 3.29 8.51
<br /> 68.00 69.00 20 3.00 33.47 100.00 33.47 4,000 119.52 0.20 5.23
<br /> 69.00 70.00 21 3.00 33.47 300.00 100.40 4,200 41.83 0.57 5.03
<br /> 70.00 -63.01.11 60 4.001 55.31 1,500.00 829.70 12,000 14.46 1.66 4.45
<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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