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PRELIMINARY PRESSURE SEWER -A -,JMULATED RETENTION TIME (HR) <br /> Prepared By: KEETER SITE COLLECTION AREA <br /> March 14,20l 1 <br /> FRMA <br /> Zone Connects to Accumulated Pipe Size(inches) Gallons per 100 Length of Zone Capacity oFZone Average Daily PIo�J Average Fluid Average Retention Accumulated <br /> Number Zone Total of Pumps lineal feet Chances per Day Time(Hr) Retention Timc(Hi) <br /> this Zone L----- --- ------ __..-._ - -- <br /> hiss preadsheet was calculated using pipe di ameters forSDRI IHDPE - Gals per Day per Dwelling 200 <br /> 71.00 73.00 11 3.00 33.47 1,200.00 401.60 2,200 5.48 4.38 11.94 <br /> 72.00 73.00 3 2.00 15.40 400.00 61.61 600 9.74 2.46 10.03 <br /> 73.00 75.00 21 3.00 33.47 900.00 301.20 4,200 13.94 1.72 7.56 <br /> 74.00 75.00 4 _ 2.00 15.40 400.00 61.61 800 12.98 1.85 -- 7.69 <br /> 75.00 70.00 26 3.00 33.47 900.00 301.20 5,200 17.26 1.39 5.84 <br /> 76.00 70.00 3 2.00 15.40 600.00 92.42 600 6.49 3.70 8.15 <br /> 77.00 70.00 _ 8 _ 2.00 _ 15.40 _ 800.00 123.22 1,600 _ 12.98 1.85-_ 6.30 <br /> _ 78.00 66.00 4 2.00 _- 15.40 1,300.00 200.24 800 4.00 _ 6.01 7.26 <br /> 79.00 81.00 15 3.00 - 33.47 800.00 267.73 3,000 11.21 2.14 8.55 <br /> 2.00 15.40 550.00 <br /> 80.00 81.00 6 84.72 1,200 14.17 _ 1.69 - 8.10 <br /> 81.00 83.00 34 3.00 33.47 - 850.00 284.46 6,800 23.90 _ _ 1.00 - 6.41 <br /> 82.00 83.00 9 2.00 15.40 450.00 69.31 1,800 25.97 0.92 5.40 <br /> -- -------------- <br /> -- 4.00 55.31 1,400.00 774.38 10,800 13.95 17� 5.40 <br /> 83.00 85.00 54 _ -- - -- --- -- <br /> --- - 2.00 15.40 500.00 77.01 1,400 18.18 1 �� 5. 0 <br /> _ 84.00 85.00 7 ---- - --- -- ---- -- -- --- ..- <br /> -- -------- <br /> --- <br /> 68 <br /> 85.00 89.00 _ 69 4.00 55.31 300.00 442.51 13,800 31.19 0.77 3. <br /> _ 86.00 88.00 14 3.00 _ 33.47 _ 900.00 _ 301.20 2,800 _ 9.30 - 2.58 _ _ 6.95 <br /> 87.00 88.00 5 14.43(( 1.66 6.04 <br /> 2.00 15.40 450.00 69.31 1,000 <br /> 88.00 89.00 22 3.00 33.47 300.00 -_ 267.73 4,400 16.43 _ 1.46 4.37 <br /> 4.00 -_55.31 1,100.00 608.44 19,000 31.23_ - 0.77 _-- 2.91 <br /> 89.00 91.00 95 <br /> 90.00 11.00 15 3.00 33.47 600.00 200.80 3,000 14.94 1.61 -- - 3.75 <br /> 91.00 132.00 112 4.00 55.31 21000.00 1,106.26 22,400 20.25 1.19 2.14 <br /> 92.00 93.00 16 3.00 33.47 950.00 317.93 3,200 10.07 2.38 6.19 <br /> 93.00 95.00 41 3.00 33.47 900.00 301.20 8,200 27.22 0.88 3.81 <br /> 94.00 95.00 13 3.00 33.47 900.00 301.20 2,600 8.63 2.78 5.71 <br /> 57 4.00 55.31 500.00 276.57 11,400 41.22 0.58 2.93 <br /> 95.00 98.00 <br /> 96.00 98.00 33 3.00 33.47 1,350.00 451.80 6,600 14.61 1.64 3.99 <br /> 97.00 96.00 10 3.00 33.47 200.00 66.93 2,000 29.88 0.80 4.79 <br /> 98.00 100.00 93 4.00 55.31 450.00 248.91 18,600 74.73 0.32 2.35 <br /> 99.00 100.00 27 3.00 33.47 3,300.00 1,104.39 5,400 4.89 4.91 6.93 <br /> 100.00 117.00 122 4.00 55.31 350.00 193.60 24,400 126.04 0.19 2.03 <br /> 101.00 103.00 13 3.00 33.47 800.00 267.73 2,600 9.71 2.47 6.30 <br /> 102.00 103.00 7 2.00 15.40 400.00 61.61 1,400 22.72 1.06 4.88 <br /> 103.00 104.00 33 3.00 33.47 550.00 184.07 6,600 35.86 0.67 3.83 <br /> 104.00 106.00 36 3.00 33.47 300.00 100.40 7,200 71.71 0.33 3.16 <br /> 105.00 106.00 10 3.00 33.47 600.00 200.80 2,000 9.96 2.41 5.23 <br /> Page 3 Note:This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One <br /> F•\FT?TT4\Prn;entc\Fl1TTF PRIITI: 'TC\n�occa�h„ec.ttc\Tt�ch..AA\T�taIZUTYFR Q'PUM 7 T)T 0 NT\Koatar T fC)- <br />