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Ruy) <br /> Harney Lane Landfill <br /> Existing 2:1 Sideslopes <br /> 4/4/94 <br /> LAYER 1 <br /> VERTICAL PERCOLATION LAYER <br /> THICKNESS = 60.00 INCHES <br /> POROSITY = 0.3300 VOL/VOL <br /> FIELD CAPACITY = 0.1800 VOL/VOL <br /> WILTING POINT = 0.0850 VOL/VOL <br /> INITIAL SOIL WATER CONTENT 0.1700 VOL/VOL <br /> SATURATED HYDRAULIC CONDUCTIVITY = 0.000134999995 CM/SEC <br /> LAYER 2 <br /> VERTICAL PERCOLATION LAYER <br /> THICKNESS = 180.00 INCHES <br /> POROSITY = 0.5200 VOL/VOL <br /> FIELD CAPACITY = 0.2942 VOL/VOL <br /> WILTING POINT = 0.1400 VOL/VOL <br /> INITIAL SOIL WATER CONTENT = 0.1700 VOL/VOL <br /> SATURATED HYDRAULIC CONDUCTIVITY = 0.000199999995 CM/SEC <br /> GENERAL SIMULATION DATA <br /> ------------- <br /> SCS RUNOFF CURVE NUMBER = 75.20 <br /> TOTAL AREA OF COVER = 100000. SQ FT <br /> EVAPORATIVE ZONE DEPTH = 32.00 INCHES <br /> UPPER LIMIT VEG. STORAGE 10.5600 INCHES <br /> INITIAL VEG. STORAGE 5.4400 INCHES <br /> INITIAL SNOW WATER CONTENT 0.0000 INCHES <br /> I <br />