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LATERAL DRAINAGE COLLECTED <br />FROM LAYER 2 <br />PERCOLATION /LEAKAGE THROUGH <br />LAYER 4 <br />AVERAGE HEAD ON TOP <br />OF LAYER 3 <br />5_UNREC <br />0.01747 ( 0.02454) <br />0.00007 ( 0.00009) <br />0.002 ( 0.002) <br />63.406 0.08559 <br />0.265 0.00036 <br />CHANGE IN WATER STORAGE 6.264 ( 1.8218) 22737.20 30.691 <br />0 <br />PEAK DAILY VALUES FOR YEARS 1998 THROUGH 2008 <br />------------------------------------------------------------------------ <br />(INCHES) (CU. FT.) <br />---- - - - - -- ------- - - - - -- <br />PRECIPITATION 1.62 5880.600 <br />RUNOFF 1.524 5531.4482 <br />DRAINAGE COLLECTED FROM LAYER 2 0.00071 2.57785 <br />PERCOLATION /LEAKAGE THROUGH LAYER 4 0.000002 0.00866 <br />AVERAGE HEAD ON TOP OF LAYER 3 0.025 <br />MAXIMUM HEAD ON TOP OF LAYER 3 0.038 <br />LOCATION OF MAXIMUM HEAD IN LAYER 2 <br />(DISTANCE FROM DRAIN) 0.0 FEET <br />SNOW WATER 3.65 13234.7402 <br />MAXIMUM VEG. SOIL WATER (VOL /VOL) 0.3882 <br />MINIMUM VEG. SOIL WATER (VOL /VOL) 0.0500 <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 />FINAL WATER STORAGE AT END OF YEAR 2008 <br />---------------------------------------------------------------------- <br />Page 11 <br />