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Of <br /> EZ1203H <br /> vvvvvvv <br /> ••vtvvt •.��•�. � .._+•:� •v L�•�r x•r. tv tt•v• 1^11 <br /> iii "•.t—.:.�.:t'..L''.:,�+.r::'i':': •t• G <br /> 2411 t♦t .N{ . Yi^ 4 S. .'�:'�. ^♦ ♦•t <br /> •v• VVW <br /> -- v•♦ <br /> 4.6251t ... VVV <br /> t � - <br /> •.v J oy 1 " 1/2 Circ.= 18.84" <br /> T .. <br /> . ... <br /> .tt yy• <br /> ♦•♦ <br /> v♦• ♦ ♦ •t 1t • • v ♦vtyv <br /> vvvvvvv • vvvvvvtvvvv• vvvvvvvT <br /> ♦vvvvvv vvtvvvvvvvvvty v•vvvty <br /> •e•vtvv vvvty•tttttty• •ovtv•v <br /> 2411 <br /> Bottom <br /> 3611 <br /> 12-1/2" DIA. (typ.) <br /> Void Volume Soil Interface Area In.to Ft. Sit Ft <br /> Void Coefficient in Aggregate given at 57.4%. Sidewall(2 Sidewalls) 2 18.84tn= 3.14 <br /> 12in <br /> O.D.of 4"pipe=4.625 inches / ft <br /> I <br /> Void volume per linear ft.=3.14.12.3125in 1-.Ut =0.117 ft' Bottom 2.00 <br /> l 12in/ft 1 <br /> Total Soil Interface Area 5.14 SQ.FT <br /> O.D.of center cylinder=12.5 inches <br /> Void volume in aggregate of center cylinder= 3.14• 6.25in 3 14• 2.3125in =\I. 574= 422 ft' <br /> (12in/fl). <br /> Projected Trench Area <br /> O.D.of outside cylinders=12 inches / l <br /> Void volume in outside cylinders=2.3.141 6in h•.574=.901 ft' Sidewall Height= 12 in.•2 =2.00 Sq.Ft. <br /> 12in/ft/ <br /> Bottom= 36 in. =3.00 Sq.Ft. <br /> lI <br /> Void volume at bottom between cylinders = 24in(12in/ft• 6in 12in/ft (3.14I 6in 12in/0).1 =0'215 ft' Projected Trench Area = 5.00 Sq.Ft. <br /> Void volume at outside bottom comers(1/2 of void volume between cylinders)0.215/2=0.108 ft, <br /> Total void volume=0.117+0.422+0.901+0.215+0.108= 1.763 cubic ft/R <br /> Gallons per ft=1.763 X 7.48=13.2 gallons per linear ft. <br /> EPS Aggregate <br /> Trench System <br /> EZ1203H EZflow <br /> Ring Industrial Group <br /> 65 Industrial Park Rd. <br /> Oakland, TN 36060 <br /> SCALE MLE NAME EZ1203H—vat SHEET: 1 of 1 11-27-07 <br />