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•~~ <br />Table 2 <br />HATER ENGINEERING d TECHNOLOGT, INC. 2/'y: <br />419 CANYON AVENUE, SUITE 225 <br />FORT COLLINS. CO 80521 <br />STACE -DISCHARGE RELATIONSHIP FOR POND A <br />COLORADO PAMPA COAL COMPANY - ECKMAN PARK M:tE <br /> Stage Riser Spoil total F:_u Emergency Total <br /> In Discharge Spring Th ro~;h Spi (luay D ischarge <br /> Pond A B aseflow Rise- • Discha rge•• <br /> (ft) (cfs) (cfs) (cfs) (cfs) (cfs) <br /> 6930.0 0.0 0.0 C.0 0.0 0.0 <br /> 6930.5 0.0 0.0 C.0 0.0 0.0 <br /> 6931.0 0.0 0.0 C.0 0.0 0.0 <br /> 6931.5 0.0 0.0 C.0 0.0 0.0 <br /> 6932.0 0.0 0.0 C.0 0.0 0.0 <br /> 6932.5 0.0 0.0 C.0 0.0 0.0 <br /> 6933.0 0.0 0.0 0.0 0.0 0.0 <br /> 6933.5 0.0 0.0 C.7 0.0 0.0 <br /> 6934.0 0.0 0.0 G.0 0.0 0.0 <br /> 6934.5 0.0 0.0 C.0 0.0 0.0 <br />• 6935.0 1.9 ~ 1.9 0.7 0.0 0.0 <br /> 6935.5 2.6 2.6 C.7 0.0 0.0 <br /> 6936.0 3.2 3.2 C.C 0.0 0.0 <br /> 6936.5 ~S.B~-~ 3.8 1.8 ~ ~ 0.0 1.8 <br /> 6937.0 6.8. 3.8 3.7 0.0 3.0 <br /> 6937.5 7.8 3.8 G.7 0.0 4.0 <br /> 6938.0 10.5. 3.8 6.7• 0.0 6.7 <br /> _ <br />69385 --f25.8. 3.8 22.0 0.0 22.0~.~ <br /> 6939.0 52.3 3.8 42.5 0.0 48.5 <br /> 6939.5 86.1 3.8 82.3 99.0' 787:3 <br /> 6960.0 101.1 3.8 9-.3 280.0 377.3 <br /> 6960.5 172.2 3.8 1C?.= 516,6 622.8 <br /> 6947.0 722.3 3.8 11:.3 792.D 970.E <br /> 6961.5 737.6 3.8 127.? 1106.8 1236.6 <br /> 69<2.0 140.2 3.8 13c.: ' 1<54.9 1591.3 <br /> • Riser discharge less spoil spring a seflow of 3.8 cfs <br /> •• Spillway Discha rge = 2.8 • 700 4' 1.5 <br /> Spi lluay Elevat ion 6939 .0' <br />L J <br />Water Engineering 8 Technology, Inc. <br />. ~,.. yu_ ~ ~ _ <br />