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PRELIMINARY PRESSURE SEWER - A\-_JNIULATED RETENTION TIME (HR) <br /> Prepared By: NEW SEABURY SITE COLLECTION AREA <br /> March 14,201 1 <br /> FRMA <br /> e Size inches) l - -- Q - -.- - J ie ' -a - -Q Accumulated <br /> Zone Connects to Accunuilated Pip S ( Gallons per 100 Len_th orzme Capacity of lone ��cra e Daily rlo�N' Avera e Pluid Avera e Retention <br /> Number Zone Total ofPum s lineal feet 1 Chm-es per Day 1 Time(Hr) Retention Time(Hi) <br /> p <br /> this Zone -------- ----�----- -- �---- ----- <br /> I- _ -- - 1- --- -- - - -- --� -- - <br /> This ______. Gals per Day per Dwelling 200 <br /> This spreadsheet���as calculated using pipe diameters farSDR11HDPE -_ <br /> - ---- -_------ 2.00 15.401 400.00' 61.61 1,000 16.23 - _1.48 736 <br /> _ 36.00' 38.00' -. --- -.-._ ------- --- - - <br /> 37.00 38.00 6 _ 2.00 15.40 300.00 46.21 1,200 _ - 25.97 - 0.92 6.81 <br /> 33.00 _39.00 19 3.00 33.47 250.00 -- 83.67 3,800 45.42 0.53 5.88 <br /> _39.00 4- _ 25 3.00 33.47 400.00 _ 133.87 5,000 - 37.35 -_ 0.64 -- _535 <br /> - 4Q.00 35.00 28 -- 3.00 --- 33.47 - 250.00 83.67 5,600 66.93 0.36 _ -__4.71 <br /> 41.00 42.00 _ 86 4.00 _-- 55.31 �OO719.07 17,200 - 23.92 1.00 - 4.09 <br /> 42.00 44.00 _ 111 4.00 - 5531 1,106.26 22,200 20.07 1.20 _ 3.09 <br /> _ 43.00 44.00 4 _ - _ 2.00 - 15.40 250.00 - 3 8.5 1 800 _ - 20.78�_ 1.16 __-_-3.05 <br /> _44.00 46.00 126 4.00 55.31 750.00 414.85 _25,200 60.75 0.40 1.89 <br /> 45.00 46.00 9 2.00 _ 15.40 550.00 _ 84.72 1,800 21.25 1.13 _______2.63 <br /> 46.00 47.00 137 4.00 55.31 _ 500.00 276.57 27,400 99.07 0.24 _ - 1.50 <br /> -- - <br /> ----- 29,400 49.70 0.48 1.26 <br /> 47.00 52.00 147 5.00 84.50 700.00 591.52 _- <br /> -- -------------- <br /> -----'------- - -- -- -- 00.00 30.81 1,600 51.94 2 0.46 1.61 <br /> 1 48.00 51.00 _ _ 8 2.00 15.40 -- _-- - - -- _-----__-- <br /> 2.00 15.40 200.00 30.81 1,600 51.94 0.46 1.61 <br /> 49.00 51.00 8 -- -- -- ----- <br /> -- ---- 2.00 15.40 300.00 46.21 1,600 34.63 0.69 <br /> 1.84 <br /> 50.00 51.00 8 - ------ _---____- <br /> ----------------- - ------------------ <br /> 51.00 52.00 309 6.00 119.90 -__300.00 959.19 61,800 64.43 .3 <br /> ---- --- - <br /> --- ---- - 0.77 <br /> __52.00 __ 60.00 461 6.00 119.90 1,100.00 _ _ 1,318.89 _ 92,200 69.91 0.34_- __--�.41 <br /> 5_3.00 __ 56.00 _ 6 2.00 15.40 --_350.00 _ 53.91 1,200 _22?6 1.08 <br /> _54.00 56.00 12 _ _ 3.00 __ 33.47 450.00 150.60 _ 2,400 --- 15.94 __- 1.51 2.84 <br /> 55.00 57.00 4 2.00 _ 15.40 250.00 38.51 800 20.73 1.16 - 2.14 <br /> 56.00 3.00 33.47 200.00 - _ 66.93 - 4,600 _- 68.73 0.35 - 1.33 <br /> 57.00 60.00 --- 47 --- 3.00 33.47 650.00 - 217.53 9,400 - _ 43.21 - 0.56 ----- 0.98 <br /> -5-8.00 _ 59.00 24 _ _ 3.00 33.47 600.00 200.80 4,800 23.90 1.00 2.87 <br /> 59.00 60.00 39 3.00 - 33.47 1,400.00 - 468.53 7,800 16.65 1.44 _ 1.87 <br /> 60.00 61.00 553 6.00 119.90 250.00 299.75 110,600 368.98 0.07 0.43 <br /> 61.00 62.00 553 6.00 119.90 1,400.00 1,678.59 110,600 65.89 0.36 0.36 <br /> 62.00 62.00 553 6:00 119.90 0.00 0.00 110,600 1.#J 0.00 0.00 <br /> Page 2 Note:This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One <br /> F•\FRT tG\A n;ar+c\Rf1T�TF PR(1TF(TC\T Tocca�h„�P+tc\1��och aA\T f 4 CTXAFF (ZPUTPR PT A-KT\NT«>, Fh o <br />