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PRELIMINARY PRESSURE SEWER -A. - JMULATED RETENTION TIME (HR) <br /> Prepared By: TRANSFER STATION COLLECTION AREA <br /> Nlardl 14,2011 <br /> FRMA <br /> Zone Connects to Accumulated Pi c Size(inches) Gallons per 100 Length oPZone i Capacity of Zone Average Daily Plo\� Average Fluid f\veraQe Retention Accumulated <br /> p Changes per Day Time(Hr) Retention Time(Hr) <br /> Number Zone Total of Pumps lineal feet <br /> ___ _this Zone ___ --- ------ -- ----- - <br /> This spreadsheet was calculated using pipe diameters farSDR11HDPE Gals per Day per Dwelling 200 <br /> 106.00 107.00 28 3.00 1 33.47 2,300.00L 769.73 5,600 7.28 330 4.30 <br /> 107.00 109.00 162 5.00 84.50 850.00 718.27 32,400 45.11 0.53 1.00 <br /> 108.00 109.00 27 3.00 33.47 1,550.00 518.73 5,400 10.41 2.31 2.77 <br /> _ 109.00 109.00 273 _ 5.00 _-- 84.50 1,250.00 1,056.28 54,600 51.69 _ 0.46 - 0.46 <br /> 110.00 109.00 _ 32 _ 3.00 33.47 1,800.00 _ 602.40 6,400 10.62 226 - _ - 2.72 <br /> 111.00 109.00 34 3.00 33.47 1,800.00 602.40 6,800 - 11.29 213 _ 2.59 <br /> 15.40 _ 1,000.00 154.03 1,600 10.39 2.31 _ _ 2.77 <br /> 109.00 8 2.00 <br /> - - 800 7.61 -------3.1 ----- ---7.46 <br /> 113.00 117.00 14 _ 3.00 33.47 _ 1,100.00 368.13 - <br /> 114.00 117.00 4 2.00 15.40 _150.00 _- 23.10 - 800 _ - 34.63 _ _- 0.69 _499 <br /> 1 15.00_ 117.00 15 3.00 33.47 - 750.00 251.00 3,000 -11.95 -_2.01 - - 6.31 <br /> 116.00 117.00 5 2.00 15.40 _ 650.00 _- 100.12 1,000 9.99 2.40 _- 6.70 <br /> 117.00 119.00 58 4.00 55.31 1,700.00 940.32 11,600 _12.34 1.95 4.30 <br /> 118.00 119.00 11 33.47 _ 750.00 __ �51.00 2,200 <br /> - ----- ---- - - ----- 2 74 <br /> ------- -- -3.00 _ 8.76 _ ___5.09_ <br /> 119.00 121.00 78 4.00 55.31 550.00 304.22 15,600 51.28 0.47 2.35 <br /> -- - --- ---- 2,800 8.37 ---- 2.87 i 4.76 <br /> _ 129.0 121.00 _ 14 3.00 33.47 1,000.00 334.66 <br /> 121.00 _ 123.00 110 4.00 55.31 450.00 248.91 22,000 88.39 - 0.27 _ - 1.89 <br /> 122.00 _ 121.00 6 _ 2.00 _ 15.40 200.00 _ 30.81 1,200 38.95 0.62 - 2.50 <br /> 123.00 L31.00 113 4.00 5531 900.00 _ 497.82 22,600 45.40 0.53 1.61 <br /> 124.00 119.00 1 _ _ L 5 7.52 100.00 _ 7.52 200 26.59 0.90 _ 3.26 <br /> 1-5.00 127.00 8 2.00 15.40 750.00 _ 115.52 1,600 13.85 1.73 5.58 <br /> 126.00 127.00 7 2.00 15.40 600.00 92.42 1,400 15.15 1.58 5.43 <br /> 127.00 129.00 16 3.00 _ 33.47 600.00 200.80 3,200 15.94 1.51 3.85 <br /> 128.00 129.00 6 2.00 15.40 350.00 53.91 1,200 22.26 1.08 3.42 <br /> 129.00 131.00 24 3.00 33.47 750.00 251.00 4,800 19.12 1.25 2.34 <br /> 8 2.00 15.40 700.00 107.82 1,600 14.84 1.62 2.70 <br /> 130.00 131.00 <br /> 131.00 133.00 155 5.00 84.50 1,300.00 1,098.53 31,000 28.22 0.85 1.09 <br /> 132.00 133.00 11 3.00 33.47 800.00 267.73 2,200 8.22 2.92 3.16 <br /> 133.00 139.00 172 5.00 84.50 400.00 338.01 34,400 101.77 0.24 0.24 <br /> 134.00 136. 00 7 2.00 15.40 800.00 123.22 1,400 11.36 2.11 5.89 <br /> 1)5.00 136.00 5 <br /> 2.00 15.40 250.00 38.51 1,000 25.97 0.92 4.70 <br /> 136.00 138.00 23 3.00 33.47 600.00 200.80 4,600 22.91 1.05 3.78 <br /> 137.00 138.00 4 2.00 15.40 350.00 53.91 800 14.84 1.62 4.35 <br /> 138.00 139.00 39 3.00 33.47 2,650.00 886.86 7,800 8.80 2.73 2.73 <br /> 139.00 139.00 1,291 10.00 307.33 0.00 0.00 258,200 1.#J 1 0.001 0.00 <br /> 140.00 141.00 12 3.00 33.47 650.00 217.53 2,400 11.031 2.18 7.19 <br /> Page 4 Note:This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One <br /> F•\Erma\Prniarte\Fnno Prnio�tc\Tiracearhncattc\Tiraeh*.aa\Titach..va Co.vAr Plan\Tra„cf r Cta+in„Fn„A <br />