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TYPE 1 - VERTICAL PERCOLATION LAYER <br /> MATERIAL TEXTURE NUMBER 10 <br /> THICKNESS = <br /> POROSITY Z2 . 00 INCHES <br /> = <br /> FIELD CAPACITY 0 .3980 VOL/VOL= 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 CM/SEC <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. COND. - = 0. 100000001000 CM/SEC <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 /> 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. COND. = 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 . � AND <br /> A SLOPE LENGTH OF 500 . FEET. <br /> SCS RUNOFF CURVE NUMBER = 79.50 <br /> FRACTION OF AREA ALLOWING RUNOFF = 100 . 0 PERCENT <br /> AREA PROJECTED ON HORIZONTAL PLANE = 1 . 000 ACRES <br /> EVAPORATIVE ZONE DEPTH 16. 0 INCHES <br /> INITIAL WATER IN EVAPORATIVE ZONE = 3 .259 INCHES <br />