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PRELIMINARY PRESSURE SEWER -A_- JMULATED RETENTION TIME (HR) <br /> KEETER SITE COLLECTION AREA <br /> Prepared By: March 14,201 1 <br /> FRMA <br /> Zonc Connects t��th <br /> cunnilated Pipe Size(inches) Gallons per 100 Length ol'Zone Capacity of Zone (Average Daily Flo�N Average Fluid Average Retention! Accunuilated <br /> Number Zone al of Pumps lineal Feet Changes per Day Time(Hr) Retentio'Time(Hr) <br /> _ is Zone ---------- <br /> _ �- -- - - Gals per Day per Dwelling 200 <br /> This spreadsheet was calculated using pipe diameters farSDRI 1HDPE <br /> 106.00 107.00 49 3.00 33.47 _ 200.00T_ 66.93 9,800 146.42 0.16 - 2.82 <br /> 107.00 108.00 56 4.00 55.31 250.00 138.28 11,200 80.99 0.30 _ 2.66 <br /> 108.00 116.00 59 4.00 55.31 200.00 _ 110.63 11,800 106.67 0.23 2.36 <br /> 109.00 11.00 9 2.00 15.40 600.00 - 92.42 1,800 19.48 1.23 _6.56 <br /> 110.00 11.00 6 2.00 15.40 300.00 46.21 1,200 25.97 0.92 6.25 <br /> 111. 00 112.00 5 2.00 15.40 300.00 46.21 1,000 21.64 1.11 5.20 <br /> 112.00E14.00 18 3.00 33.47 700.00 234.27 3,600 15.37 1.56 4.09 <br /> 113.00 9 2.00 15.40 400.0061.61 1,800 29.22 0.82 3.35 <br /> 114.00313.00 33.47 300.00100.40 6,200 61.75 039 2.53 <br /> 115.00 21 3.00 33.47 1,100.00 368.13 4,200 11.41 2.10 4.24 <br /> 116.00 117.00 120 4.00 55.31 550.00 304.22 24,000 78.89 0.30 _ - 2.14 <br /> _117.00 _132.00 243 _ 5.00 84.50 2,100.00 1,774.55 48,600 27.39 0.88 1.83 <br /> 118.00 123.00 22 3.00 33.47 1,000.00 _334.66 4,400 13.15 1.83 _ 4.13 <br /> 119.00 122.00 19 3.00 33.47 700.00 234.27 3,800 16.22 - 1.48 _ 4.17 <br /> 120.00 122.00 12 _3.00 33.47 600.00 200.80 2,400 11.95 2.01 4.70 <br /> 121.00 122.00 7 2.00 15.40 500.00 77.01 1,400 18.18 132 _ 4.01 <br /> 122.00 123.00 42 3.00 _ 33.47 400.00 133.87 8,400 62.75 0.38 2.69 <br /> 123.00 126.00 69 4.00 55.31 300.00 _ 165.94 13,800 83.16 0.29 2.31 <br /> 124 3 <br /> .00 125.00 20 3.00 _ 33.47 950.00 _ 317.93 4,000 2.58 1. - -_ .81 <br /> 125.00 126.00 23 3.00 33.47 450.00 150.60 4,600 0.54 0.79 2. 1 <br /> 126.00 128.00 99 _ 4.00 55.31 450.00 248.91 19,800 79.55 0.30 _ 2.02 <br /> 127.00 128.00 5 2.00 15.40 200.00 30.81 1,000 32.46 0.74 _ _-_2.46 <br /> 128.00 130.00 121 4.00 55.31 1,000.00 553.13 24,200 43.75 0.55 - 1.72 <br /> 129.00 130.00 21 3.00 33.47 1,050.00 351.40 4,200 11.95 2.01 3.18 <br /> 130.00 133.00 153 5.00 84.50 500.00 _ 422.51 30,600 72.42 0.33 1.17 <br /> 131.00 130.00 5 2.00 15.40 250.00 38.51 1,000 25.97 0.92 - 2.09 <br /> 132.00 133.00 358 6.00 119.90 300.00 359.70 71,600 199.06 0.12 0.96 <br /> 1 .00 136.00 516 6.00 119.90 600.00 719.39 103,200 143.45 0.17 0.84 <br /> 33 <br /> 134.00 135.00 29 3.00 33.47 1,600.00 535.46 5,800 10.83 2.22 3.78 <br /> 135.00 136.00 45 3.00 33.47 1,000.00 334.66 9,000 26.89 0.89 1.56 <br /> 136.00 138.00 574 6.00 119.90 1,500.00 1,798.48 114,800 63.83 0.38 0.67 <br /> 137.00 138. 00 4 2.00 15.40 250.00 3 8.5 1 800 20.78 1.16 1.45 <br /> 138.00 139.00 579 8.00 203.19 700.00 1,422.32 115,800 81.42 0.29 0.29 <br /> 139.00 139.00 1,305 10.00 307.33 0.00 0.00 261,000 1.#J 0.00 0.00 <br /> Page 4 Note:This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One <br /> R•\FPAif A\A n;n�tc\R(1T�TF DRfITR�TC\T iaccorh„enttc\TR�chnaa\T t A CT-TPFF QPAITPP PT A NT\Kaatar Pr)- <br />