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File Name: HAR2.WRI <br /> Run #2 <br /> Harney Lane Landfill <br /> Chapter 15 Cap, 2:1 Sideslope <br /> 4/4/94 <br /> LAYER 1 <br /> VERTICAL PERCOLATION LAYER <br /> THICKNESS = 12.00 INCHES <br /> POROSITY = 0.3300 VOL/VOL <br /> FIELD CAPACITY = 0.1800 VOL/VOL <br /> WILTING POINT = 0.0850 VOL/VOL <br /> Ask INITIAL SOIL WATER CONTENT — 0.1700 VOL/VOL <br /> SATURATED HYDRAULIC CONDUCTIVITY = 0.000134999995 /SEC <br /> i <br /> LAYER 2 <br /> BARRIER SOIL LINER <br /> THICKNESS = 12.00 INCHES <br /> POROSITY = 0.4300 VOL/VOL <br /> FIELD CAPACITY = 0.3660 VOL/VOL <br /> WILTING POINT = 0.2800 VOL/VOL <br /> INITIAL SOIL WATER CONTENT = 0.4300 VOL/VOL <br /> SATURATED HYDRAULIC CONDUCTIVITY = 0.000001000000 CM/SEC <br /> LAYER 3 <br /> VERTICAL PERCOLATION LAYER , <br /> THICKNESS = 24.00 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 />