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0 <br />0 <br />LATERAL DRAINAGE COLLECTED <br />FROM LAYER 2 <br />PERCOLATION /LEAKAGE THROUGH <br />LAYER 4 <br />AVERAGE HEAD ON TOP <br />OF LAYER 3 <br />6_UNREC <br />0.01750 ( 0.02468) <br />0.00007 ( 0.00009) <br />0.002 ( 0.002) <br />63.514 0.08573 <br />0.265 0.00036 <br />CHANGE IN WATER STORAGE 6.270 ( 1.8266) 22760.89 30.723 <br />PEAK DAILY VALUES FOR YEARS 1998 THROUGH 2008 <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 />(INCHES) <br />(CU. FT.) <br />- - - - -- <br />PRECIPITATION <br />---- - - - - -- <br />1.62 <br />------- <br />5880.600 <br />RUNOFF <br />1.524 <br />5531.4453 <br />DRAINAGE COLLECTED <br />FROM LAYER 2 <br />0.00071 <br />2.58714 <br />PERCOLATION /LEAKAGE <br />THROUGH LAYER 4 <br />0.000002 <br />0.00868 <br />AVERAGE HEAD ON TOP <br />OF LAYER 3 <br />0.025 <br />MAXIMUM HEAD ON TOP <br />OF LAYER 3 <br />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 />