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<br /> <br /> <br />Pond qo. 5, Cameo No. 1 Mine <br /> <br />/ 3' CMP Emergency <br />spillway with 6" PVC <br />primary spillway routed through <br />the length of the Ct•1P. <br />Plan View <br />Scale 1"=50' <br />Elevations relative to depth below Emergency spillway <br />+=2 <br />w <br />c <br />04 <br />a~ <br />~o <br />°i6 <br />W <br />0 <br />Pond Surface Area(Acres) <br />0.2 0.4 0.6 <br />Primary Spill <br />Design bottom <br />0.8 <br />Design runoff storage 0.50 AF <br />Design sediment Storage 0.12 AF <br />8 <br />_;~~~o ~1i5(r <br />C' <br />•Lr <br />j}~ ~~i ~~ l1r<, ~~E <br />~~ fSSb,; ~,. <br />~~,,, . <br />Total Design Volume 0.62 AF <br />Measured Capacity 2.70 AF <br />(6-12-88) <br />Design primary spillway <br />elevation 1.00' <br />Actual runoff storage 0.75 AF <br />Design bottom of"pond 1.20' <br />