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(� EZ1203H <br /> it <br /> ♦vvvv v• ;4• e ..'��y-:.r:. :.."r. k�ivvvvvt• <br /> •ttty.v.•. l 1211 <br /> vVVTvv <br /> 0. <br /> .r•::rt.';M,iv= �l'�'.� .'n vtv <br /> Ft V <br /> TV <br /> vvt ..vv <br /> vvv <br /> 4.62$ V:t "..• j " 1/2 Circ.= 18.84" <br /> t♦t t <br /> / . <br /> tv <br /> tvv .tt <br /> vvv vv♦ <br /> vvv <br /> ttvty • •tv v vvvv <br /> vttttty ♦ ♦tttvttttt♦t vttttty <br /> •vv vvvv OtvtttvvvvtOvv vvesysv <br /> vtvvvvv •tvvt ttt••v vtv vvtvov♦ <br /> 24" <br /> Bottom <br /> 3611 <br /> 12-1/211 DIA. (typ.) <br /> Void Volume Soil Interface Arca In.to Ft. So Ft <br /> Void Coefficient in Aggregate given at 57.4%. Sidewall(2 Sidewalls) 2*1'84m= 3.14 <br /> 12in <br /> O.D.of 4"pipe=4.625 inches IR <br /> Void volume per linear ft.=3.14. 2.3125in 1',Ift =0.117 fl' Bottom 2.00 <br /> 12in/ft J <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 . 574=.422 fl' <br /> Projected Trench Area <br /> O.D.of outside cylinders=12 inches <br /> Void volume in outside cylinders=2.3.14( 6'n �-•.574=901 f' Sidewall Height= 12 in.*2 =2.00 Sq.Ft. <br /> 12in/ft <br /> Bottom= 36m. =3.00 Sq.Ft. <br /> Void volume at bottom between cylinders = 24in(12fn/ft 12in/R) (6in 6in 3.14(12in/A <br /> \. =0.215 R' Projected Trench Area = 5.00 Sq.Ft. <br /> Void volume at outside bottom comers(1/2 of void volume between cylinders)0J.215/2=0.108 fl' <br /> Total void volume=0.117+0.422+0.901+0.215+0.108= 1.763 cubic ft/ft <br /> Gallons per it=1.763 X 7.48=13.2 gallons per linear ft. <br /> EPS Aggregate <br /> Trench System <br /> ED 203H EZfIOw <br /> Ring Industrial Group <br /> 65 Industrial Park Rd. <br /> Oaklond, TN 38060 <br /> SCALE FlIF NAME: EZ12031,1-n1 SHEET: 1 of 1 11-27-01 <br /> zz7Z ,9'/ <br />