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--- Cyprus Empire Corporation --- <br /> <br /> <br /> <br />* RESULTS TO DRAINAGE TO POND 9-Pl <br />* (contin ued) <br />* * <br />******************* ************ ********* ******* ******************************** <br /> <br />* INPUT AND CALCULATED BASZN GEOMETRY <br /> <br />* ELEV- DIS- AVG. <br />* ATION STAGE AREA CHARGE DEPTH CAPACITY <br />* (ft) (ac) (cfs) (ft) (ac-ft) <br /> <br />* 0.0 0.01 0.00 0.00 0.00 <br />* 0.5 0.03 0.00 0.37 0.01 <br />* 1.0 0.04 0.00 0.74 0.03 <br />* 1.5 0.06 0.00 1.09 0.05 <br />* 2.0 0.08 0.00 1.44 0.09 <br />* 2.5 0.12 0.00 1.71 0.14 <br />* 3.0 0.17 0.00 1.94 0.21 <br />* 3.5 0.21 0.00 2.18 0.31 <br />* 4.0 0.25 0.00 2.44 0.42 <br />* 4.5 0.29 0.00 2.72 0.56 <br />* 5.0 0.32 0.00 3.03 0.71 <br />* 5.5 0.36 0.00 3.35 0.88 <br />* • 6.0 0.39 0.00 3.67 1.07 <br />* 6.5 0.42 0.00 4.00 1.27 <br />* 7.0 0.45 0.00 4.34 1.49 <br />* 7.5 0.48 0.00 4.69 1.73 <br />* 8.0 0.51 0.00 5.03 1.98 <br />* 8.5 0.53 0.00 5.39 2.24 <br />* 9.0 0.55 0.00 5.75 2.51 <br />* 9.5 0.57 0.00 6.12 2.79 <br />* 10.0 0.60 0.00 6.49 3.08 <br />* 10.5 0.61 0.00 6.86 3.38 <br />* 11.0 0.63 0.00 7.24 3.70 <br />* 11.5 0.65 0.00 7.62 4.02 <br />* 12.0 0.67 0.00 8.00 4.35 <br />* 12.5 0.70 0.00 8.38 4.69 <br />* 13.0 0.73 0.00 8.75 5.05 <br />* 13.5 0.76 0.00 9.11 5.43 <br />* 14.0 0.80 0.00 9.46 5.82 <br />* 14.5 0.90 0.00 9.79 6.24 <br />* 15.0 1.00 0.00 10.06 6.71 PRINCIPAL SPILLWAY #1 <br />EMERGENCY SPILLWAY <br />* 15.0 6.73 PEAK STAGE <br />* 15.7 1.14 16.77 10.38 7.46 <br />* 15.8 1.16 21.99 10.42 7.58 <br />* 15.9 1.18 27.74 10.46 7.69 <br />* 16.0 1.20 33.98 10.50 7.81 <br />* 16.5 1.43 76.29 10.64 8.47 <br />. <br />* 17.0 1.65 129.49 10.71 9.24 <br />* 17.5 1.88 191.79 10.73 10.12 <br />* 18.0 2.11 274.12 10.73 11.12 <br /> <br />* RUNOFF PEAK PEAK SEDIMENT PEAK SETTLEABLE <br />Exhibit 18 <br />SEDIMENT <br />Revised 12/8/89 <br />-89- <br />