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Cyprus Empire Corporation <br />Ditch Design Input Summary (10 yr event) <br />Ditch No. Area (act 0 cfs n Slope (~) V (fosl <br />•5A-D1 <br />•5A-D1A <br />•5A-D1B <br />•5A-D1C <br />•5A-D2A <br />•5A-D2B <br />•5A-D2C <br />•5A-D2D <br />•5A-D3A <br />•5A-D3B <br />•5A-D3C <br />•SH-D3 <br />•SH-D2 <br />•SH-D1 <br />•9-D12 <br />•9-D13 <br />•9-D14 <br />•9-D14A <br />•9-D14A <br />•9-D2 <br />•9-D3 <br />9-D4 <br />' •9-D6 <br />•9-D7 <br />•9-D7 <br />•9-D8 <br />•9-DSA <br />•9-D1 <br />•9-D5 <br />•HR-D4 <br />•HR-D4A <br />•HR-D3 <br />•HR-D3A <br />•9A-D1 <br />•9A-D2 <br />•9A-D3 <br />~ Includes <br />z Includes <br />3 Includes <br />c Includes <br />5 Includes <br />6 Discharge <br />~ Discharge <br />5.57 2.42 0.068 4.4 2.21 <br />3.36 1.46 0.034 11.2 4.37 <br />0.7 0.28 0.035 25.0 0.57 <br />0.7 0.28 0.035 25.0 0.57 <br />2.4 0.88 0.025 7.0 4.56 <br />6.1 1.98 0.025 7.0 5.58 <br />8.5 2.93 0.025 7.0 5.82 <br />0.70 0.28 0.025 10.0 3.93 <br />5.75 2.28 0.280 5.0 0.79 <br />0 .33~ 0.032 13.0 1.76 <br />5.75 2.61 0.035 25.0 1.64 <br />1.59 0.69 0.132 1.0 0.59 <br />9.32 3.47 0.066 5.0 2.43 <br />9.28 0 (for both 10 yr & 25 yr event) <br />27.55 1.45 0.096 1.3 0.95 <br />45.07 0 (for both 10 yr 8 25 yr event) <br />303.80 1.45 0.085 3.0 1.42 <br />8.79 2.062 0.073 3.5 1.84 <br />8.79 2.062 0.033• 3.5 3.31 <br />6.35 0.43 0.148 4.5 0.77 <br />5.75 2.49 0.072 2.5 1.71 <br />2.16 0.02 0.034 2.5 0.96 <br />1.54 0.153 0.034 0.4 0.15 <br />24.79 3.034 0.089 0.4 0.72 <br />24.79 3.034 0.013 0.4 3.43 <br />13.02 1.735 0.013 4.2 6.99 <br />13.02 1.726 0.034 12.5 4.2 <br />7.82 0.45 0.148 2.5 0.65 <br />6.42 0.79 0.119 2.8 0.92 <br />78.68 9.15 0.034 8.2 5.29 <br />78.68 9.15 0.057 2.0 2.28 <br />29.56 3.02 0.034 7.9 4.38 <br />29.56 3.02 0.069 3.2 1.95 <br />22.06 0.15 0.034 4.2 0.44 <br />3.89 0.03 0.034 4.0 1.19 <br />0.81 0 (for 10 yr event) <br />9-D12 and 9-D13 Drainages <br />80o gpm from 7N Angle Well <br />Discharge from 9-P6 <br />Discharge from 9-P1, 9-P6, 9-D6 <br />Discharge from 9-P2 <br />from 9-P3 <br />from 100,000 gal. water tank overflow <br />I .Exhibit 18 -27- Revised 9/27/91 <br />