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TYPE 1 - VERTICAL PERCOLATION LAYER <br />MATERIAL TEXTURE NUMBER 10 <br />THICKNESS = 12.00 INCHES <br />POROSITY = 0.3980 VOL/VOL <br />FIELD CAPACITY = 0.2440 VOL/VOL <br />WILTING POINT = 0.1360 VOL/VOL <br />INITIAL SOIL WATER CONTENT = 0.2440 VOL/VOL <br />EFFECTIVE SAT. HYD. GOND. = 0.119999997000E-03 <br />LAYER 3 <br />TYPE 2 - LATERAL DRAINAGE LAYER <br />MATERIAL TEXTURE NUMBER 0 <br />THICKNESS = 6.00 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. GOND. = 0.100000001000 <br />SLOPE = 3.00 PERCENT <br />DRAINAGE LENGTH = 200.0 FEET <br />LAYER 4 <br />TYPE 3 - BARRIER SOIL LINER <br />MATERIAL TEXTURE NUMBER 26 <br />CM/SEC <br />CM/SEC <br />THICKNESS = 24.00 INCHES <br />POROSITY 0.4450 VOL/VOL <br />FIELD CAPACITY = 0.3930 VOL/VOL <br />WILTING POINT = 0.2770 VOL/VOL <br />INITIAL SOIL WATER CONTENT 0.4450 VOL/VOL <br />EFFECTIVE SAT. HYD. GOND. = 0.190000003000E-05 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 ##18 WITH BARE <br />GROUND CONDITIONS, A SURFACE SLOPE OF 3.16 AND <br />A SLOPE LENGTH OF 500. FEET. <br />SCS RUNOFF CURVE <br />NUMBER = <br />79.50 <br />FRACTION OF AREA <br />ALLOWING RUNOFF = <br />100.0 <br />PERCENT <br />AREA PROJECTED ON HORIZONTAL PLANE = <br />1.000 <br />ACRES <br />EVAPORATIVE ZONE <br />DEPTH = <br />16.0 <br />INCHES <br />INITIAL WATER IN <br />EVAPORATIVE ZONE = <br />3.259 <br />INCHES <br />C <br />11 <br />r� <br />u <br />