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RUNOFF <br />EVAPOTRANSPIRATION <br />LATERAL DRAINAGE COLLECTED <br />FROM LAYER 3 <br />PERCOLATION/LEAKAGE THROUGH <br />LAYER 4 <br />AVERAGE HEAD ON TOP <br />OF LAYER 4 <br />1—REC2 <br />13.568 ( <br />3.2516) <br />49250.23 <br />66.478 <br />6.813 ( <br />1.1260) <br />24732.17 <br />33.384 <br />0.00000 ( <br />0.00000) <br />0.000 <br />0.00000 <br />0.00000 ( <br />0.00000) <br />0.000 <br />0.00000 <br />0.000 ( 0.000) <br />CHANGE IN WATER STORAGE 0.028 ( 1.5863) 102.59 0.138 <br />0 <br />****************************************************************************** <br />PEAK DAILY VALUES FOR YEARS 1998 THROUGH 2019 <br />------------------------------------------------------------------------ <br />(INCHES) (CU. FT.) <br />---------- ------------- <br />PRECIPITATION 1.62 5880.600 <br />RUNOFF 1.594 5784.6880 <br />DRAINAGE COLLECTED FROM LAYER 3 0.00000 0.00000 <br />PERCOLATION/LEAKAGE THROUGH LAYER 4 0.000000 0.00000 <br />AVERAGE HEAD ON TOP OF LAYER 4 0.000 <br />MAXIMUM HEAD ON TOP OF LAYER 4 0.000 <br />LOCATION OF MAXIMUM HEAD IN LAYER 3 <br />(DISTANCE FROM DRAIN) 0.0 FEET <br />SNOW WATER 4.30 15605.4072 <br />MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.2997 <br />MINIMUM VEG. SOIL WATER (VOL/VOL) 0.2600 <br />*** Maximum heads are computed using MCEnroe's equations. *** <br />Reference: Maximum saturated Depth over Landfill Liner <br />by Bruce M. MCEnroe, university of Kansas <br />ASCE Journal of Environmental Engineering <br />Vol. 119, No. 2, March 1993, pp. 262-270. <br />****************************************************************************** <br />0 <br />Page 17 <br />