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LAYER 2 <br />TYPE 2 - LATERAL DRAINAGE LAYER <br />MATERIAL TEXTURE NUMBER 20 <br />THICKNESS = 48.00 INCHES <br />POROSITY = 0.8500 VOL/VOL <br />FIELD CAPACITY = 0.0100 VOL/VOL <br />WILTING POINT = 0.0050 VOL/VOL <br />INITIAL SOIL WATER CONTENT = 0.0100 VOL/VOL <br />EFFECTIVE SAT. HYD. COND. = 10.0000000000 <br />SLOPE = 40.00 PERCENT <br />DRAINAGE LENGTH = 350.0 FEET <br />LAYER 3 <br /> <br />THICKNESS <br />POROSITY <br />FIELD CAPACITY <br />WILTING POINT <br />INITIAL SOIL WATER CONTENT <br />EFFECTIVE SAT. HYD. COND. <br />CM/SEC <br />INCHES <br />VOL/VOL <br />VOL/VOL <br />VOL/VOL. <br />VOL/VOL <br />LOOOE-06 CM/SEC <br />SOIL LINER <br />NUMBER 16 <br />30.00 <br />0.4270 <br />0.4180 <br />0.3670 <br />0.4270 <br />0.10000000 <br />LAYER 4 <br />C~ <br />TYPE 1 - VERTICAL PERCOLATION LAYER <br />MATERIAL TEXTURE NUMBER 21 <br />THICKNESS = 400.00 INCHES - <br />POROSITY = 0.3970 VOL/VOL <br />FIELD CAPACITY 0.0320 VOL/VOL <br />WILTING POINT = 0.0130 VOL/VOL <br />INITIAL SOIL WATER CONTENT = 0.0320 VOL/VOL <br />EFFECTIVE SAT. HYD. COND. = 0.300000012000 CM/SEC <br />GENERAL DESIGN AND EVAPORATIVE ZONE DATA <br />---------------------------------------- <br />NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT <br />SOIL DATA BASE USING SOIL TEXTURE #21 WITH BARE <br />GROUND CONDITIONS, A SURFACE SLOPE OF 40.$ AND <br />A SLOPE LENGTH OF 350. FEET. <br />TYPE 3 - BARRIER <br />MATERIAL TEXTURE <br />