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• SAiJTA FE LOADOUTS <br />L I <br />2.03.3 (Q) Ponds, Impoundments and Diversions ~ <br />~,;~ <br /> <br />Both loadout sites are very small, extremely flat Sites that '~i <br />i <br />produce virtually no runoff at the present time. Lease site)#~1 <br />is located between two railroad tracks which are at higher ,III <br />elevations than the lease area itself. <br />The overall plan for sediment control at both sites is to proviide <br />a sump to contain the runoff from the 10 year - 24 hour storm <br />and the sediment storage volume for a .'; year period. Material) <br />er.cavated for the sump will be used to provide berms where <br />necessary along the lease area to insure that no runoff will)) ! <br />I <br />leave the site. ~~ ~ <br />~ <br />~ ~ <br /> E>: i 5t i n g ~„ ~ <br />~~ <br />d <br />Lease Name Area Description Acres Curve Number Lan <br />,Use <br /># 1 Railroad yard 1.30 87 Industrial <br /># 2 Railroad yard 2.02 87 Industrial <br />Sump designs for both leases: i <br />The SO year - 24 hour precipitation at this site is 3.00 inche <br />The l0 year - 24 hour runoff is 1.74 inches. <br />Pond volume required to contain the 10 year - 24 hour storm .I <br />runoff is: <br />,i <br />?; <br />:~ <br />~i <br />•~ <br />~:,~ <br />~. 615 <br />~ ~ ^.~~` I <br />. it y~~ a..,;>: ~ 1 <br />^• 1•~ .vir'7 _...:.~d:., :.. . ' kt~. 9'r5;'°~vRjgWJ45~n"ry+`a*M1?a'1`NW/'y{"~ <br />