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• <br />Table 6 <br />VATER ENGINEERING 8 TECHNOLOGY, INC. 2/90 <br /><19 CANYON AVENUE, SUITE 225 <br />FORT COLLINS, CO 80521 <br />STAGE-DISCNARGE RELATIONSHIP FOR POND G <br />COLORADO YAMPA COAL CClIPANY - ECIGMAN PARK M[NE <br />Stage Riser Principal total <br />In Discharge Spillway Discharge <br />Pond G Discharge <br />(fC) (cis) (cfs) (cfs) <br />6828.0 0.0 0.0 0.0 <br />6828.5 0.8 0.0 0.8 <br />6829.0 1.4 0.0 1.4 <br />6829.5 1.8 O.D 1.8 <br />6830.0 2.2 0.0 2.2 <br />6830.5 3.2 0.0 3.2 <br />6831.0 4.2 0.0 4.2 <br />6831.5 4.8 0.0 4.8 <br />6832.0 5.4 0.0 5.4 <br />• 6832.5 5.9 0.0 5.9 <br />6833.0 6.4 0.0 6.4 <br />6833.5 10.0 0.0 10.0 <br />6834.0 16.1 0.0 16.1 <br />6834.5 16.5 23.0 39.5 <br />6835.0 16.9 100.2 117.1 <br />6835.5 17.3 207.5 224.8 <br />6836.0 17.7 338.1 355.8 <br />6836.5 18.1 488.3 506.4 <br />6837.0 18.4 655.9 674.4 <br />6837.5 18.8 839.3 858.1 <br />6838.0 19.2 1037.1 1056.2 <br />• Spillway Discharge = 2.8 • 50 • H"1.5 <br />Spillway Eleva cion = 6834,2 <br />• <br />10 <br />Water Engineering & Technology, Inc. <br />