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Table 4.8-2 Haul Road Culvert Sizing. <br />Peak Flow Diameter <br />Culvert No. (cfs) (in) Quantity Footnote <br />Existing <br />A-1 <br />24 <br />48 1 <br />A-1 B <br />8 <br />18 1 <br />A-2 <br />133 <br />60 1 <br />A-3 <br />72 <br />48 1 <br />A-4 <br />77 <br />48 1 <br />A-5 <br />138 <br />48 2 <br />A-7 <br />47 <br />36 1 <br />A-9 <br />51 <br />42 1 <br />A-10 <br />99 <br />48 1 <br />A-11 <br />21 <br />18 1 <br />A-12 <br />29 <br />36 1 <br />A-13 <br />36 <br />36 1 <br />A-14 <br />35 <br />36 1 <br />AE -4 <br />14 <br />24 1 <br />AE -7 <br />12 <br />24 1 <br />AE -8 <br />37 <br />42 1 <br />AE -10 <br />99 <br />48 1 <br />AE -11 <br />47 <br />48 1 <br />ASH -1 <br />18 <br />24 1 <br />ASH -2 <br />51 <br />36 1 <br />BC -1 <br />37 <br />24 3 <br />BC -2 <br />57 <br />60 1 <br />BC -5 <br />2 <br />24 1 <br />BH -1 <br />18 <br />30 1 <br />D-9 <br />14 <br />24 1 <br />D-10 <br />8 <br />18 1 <br />D-12 <br />2 <br />18 1 <br />D-15 <br />33 <br />36 1 <br />D-16 <br />2 <br />24 1 <br />D-17 <br />2 <br />24 1 <br />EMF -1 <br />51 <br />36 2 <br />GRS-1 <br />9 <br />24 1 <br />GRS-2 <br />45 <br />48 1 <br />MZ -1 <br />12 <br />48 1 <br />MZ -2 <br />18 <br />24 1 <br />MZ -3 <br />32 <br />30 1 <br />MZ -4 <br />18 <br />24 1 <br />SA -1 <br />156 <br />48 2 <br />SA -2 <br />109 <br />48 1 <br />SA -3 <br />48 <br />36 1 <br />SA -4 <br />69 <br />36 1 <br />SA -4A <br />43 <br />36 1 <br />SA -7 <br />28 <br />30 1 <br />SAH -1 <br />13 <br />24 1 <br />cont. <br />[r4-8-1 01/20141 <br />4-174 <br />Updated 01/14 <br />Ravision: OR - 0 % <br />JAN ZB 1014 '�O,, Z6 10\`\ Approved: <br />