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75-1 EZ12031i <br /> ttttttt '�....�}:l-y.�•.::ti;=..*.1'`'.ltr.: <br /> t tet tet ^4'�1-•l: �\. � •T'•••a•-:•:• •• ♦tt tett <br /> ttttttt :..HT\':�:i t:"'�- �• b�+•.•tt tett vo <br /> ttttttt •.ti-.�. '. - .✓ -• <br /> vtv + w,...+r.x•i+'vvvvvvWTVvv 1^111 <br /> vv• �•S'.'C.•.�yt'...:.y-..SY: .' vvv 2 <br /> WTV <br /> i.24 IF IF - ttv <br /> 4.625" vvv tvt <br /> WV <br /> tet V 1 " 1/2 Circ. = 18.84" <br /> 93, <br /> TOT <br /> ... Ttt <br /> tet ... <br /> WTV <br /> TV t . . t . . <br /> vvvvvty v vvvvvvvvvvvt vvvvtvv <br /> ttttttt vvtvvtttv..t,, ttttttt <br /> ttttttt tttttttttttvtt ttttttt <br /> 2411 <br /> Bottom <br /> 3611 <br /> 12-1/2" DIA. (typ.) <br /> Void Volume Soil Interface Area In.to Ft. Sq Ft <br /> Void Coefficient in Aggregate given at 57.4%. Sidewall(2 Sidewalls) *1L!!!!212in - 3.14 <br /> O.D.of 4"pipe=4.625 inches _ <br /> t ft <br /> Void volume per linear fl.=3.14• 2.3 ft Ift =0.1 17 fl' Bottom <br /> 12in/ft � • 2.00 <br /> O.D.of center cylinder=12.5 inches Total Soil Interface Area 5.14 SQXT <br /> Void volume in aggregate of center cylinder= 3.14• 6.25in 1 14•(2.3125in l <br /> (12in/n) - 12in/ft ) 1•.574=.42211 <br /> O.D.of outside cylinders=12 inches Projected Trench Area <br /> Void volume in outside cylinders=23.1 6'" *.574=.901 111 Sidewall Height= 12 in. 2 =2.00 Sq.Ft. <br /> • i12in/fl) <br /> Bottom= 36m. =3.00 Sq.Ft. <br /> / 24in • 6in 6in ' 'lI_ <br /> Void volume at bottom between cylinders = I- -I 3.14(12in/ft) )J-0'215 ft' Projected Trench Area 5.00 Sq.Ft. <br /> 12in/fl 12in/ft l 11 <br /> Void volume at outside bottom corners(1/2 of void volume between cylinders)0.215/2=0.108 fl' <br /> Total void volume=0.117+0.422+0.901 +0.215+0.108= 1.763 cubic tt/It <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 /> /Cy/ 65 Industrial Park Rd. <br /> Oa <br /> 6 Oakland, TN 38060 <br /> SG1LE FILE NAME EZ1203H-nt SHEET: 1 of 1 11-27-01 <br />