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--- Cyprus Empire Corporation --- <br />********************************************** <br />** ** <br />** JUNCTION 3 , BRANCH 1 , STRUCTURE 1 ** <br />** POND STRUCTURE ** <br />** DRAINAGE TO POND 9-P2 ** <br />** ** <br />********************************************** <br />***,t*******,t******,t*************************** <br />*******************,t,t************************,t********************************* <br />* * <br />* SUBWATERSHED INFORMATION <br />* * <br />******************************************************************************* <br /> <br />* HYDRAULIC INPUT VALUES <br />* <br />* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO <br />* K-(hr) <br />RESPONSE <br />SHED (acre) <br />(hr) <br />(hr) <br />X <br />-- <br />--- <br />- <br />-- <br />----- <br />* 1 5.54 ~/ 1.0 0.143 0.000 0.000 0.000 SLOW <br />* 2 14.92`/ 7 .00 0.438 0.000 0.000 0.000 MED <br />* 69.00 0.118 0.318 0.318 0.214 INSTANT <br />3 1.08 <br />* / <br />4 62.741 73.00 0.213 0.329 0.329 0.214 MED <br />• <br />* * <br />* SEDIMENT INPUT VALUES <br />* <br />* WATER SEG SOIL LENGTH SLOPE CP PART <br />* SHED NUM K (feet) (~) VALUE OPT <br /> <br />* 1 1 0.36 200.0 5.5 0.800 1 (RUBLE) <br />* 2 1 0.36 200.0 3.0 0.800 1 (RUBLE) <br />* 3 1 0.36 100.0 2.0 0.800 1 (RUBLE) <br />* 4 1 0.36 150.0 4.7 0.800 1 (RUBLE) <br />* <br /> <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br /> <br />* PEAK FLOW RUNOFF SEDIMENT D50 <br />* WATERSHED (cfs) (inches) (tons) (mm) <br /> <br />* 1 0.000 0.000 0.00 0.001 <br />* 2 0.330 0.100 2.03 0.039 <br />* 3 0.011 0.050 0.03 0.081 <br />* 4 2.062 0.100 20.37 0.054 <br />* <br />**************************************at********at******************************* <br />1 <br /> Water shed 4 is really only 8.79 acres but the additional acres were added to approximate <br /> ~0 gpm coming from the 7 North Angle Discharge Well_ <br />I Exhibit 18 Revised 12/8/89 <br />-98- <br />