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EFFECTIVE SAT. HYD. COND. = 0.300000012000 CM/SEC <br />SLOPE = 2.00 PERCENT <br />DRAINAGE LENGTH = 200.0 FEET 0 <br />LAYER 6 <br />TYPE 4 - FLEXIBLE MEMBRANE LINER <br />MATERIAL TEXTURE NUMBER 35 <br />THICKNESS = <br />0.06 <br />INCHES <br />POROSITY = <br />0.0000 <br />VOL/VOL <br />FIELD CAPACITY = <br />0.0000 <br />VOL/VOL <br />WILTING POINT = <br />0.0000 <br />VOL/VOL <br />INITIAL SOIL WATER CONTENT = <br />0.0000 <br />VOL/VOL <br />EFFECTIVE SAT. HYD. COND. = <br />0.199999996000E-12 CM/SEC <br />FML PINHOLE DENSITY = <br />1.00 <br />HOLES/ACRE <br />FML INSTALLATION DEFECTS = <br />1.00 <br />HOLES/ACRE <br />FML PLACEMENT QUALITY = <br />3 - GOOD <br />LAYER 7 <br />TYPE 3 - BARRIER SOIL LINER • <br />MATERIAL TEXTURE NUMBER 29 <br />THICKNESS = 24.00 INCHES <br />POROSITY = 0.4510 VOL/VOL <br />FIELD CAPACITY = 0.4190 VOL/VOL <br />WILTING POINT = 0.3320 VOL/VOL <br />INITIAL SOIL WATER CONTENT = 0.4510 VOL/VOL <br />EFFECTIVE SAT. HYD. COND. = 0.680000028000E-06 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 # 7 WITH A <br />POOR STAND OF GRASS, A SURFACE SLOPE OF 3.% <br />AND A SLOPE LENGTH OF 200. FEET. <br />SCS RUNOFF CURVE NUMBER = 83.50 <br />FRACTION OF AREA ALLOWING RUNOFF = 100.0 PERCENT <br />AREA PROJECTED ON HORIZONTAL PLANE = 1.000 ACRES <br />EVAPORATIVE ZONE DEPTH = 12.0 INCHES <br />INITIAL WATER IN EVAPORATIVE ZONE = 2.485 INCHES <br />UPPER LIMIT OF EVAPORATIVE STORAGE = 5.676 INCHES <br />LOWER LIMIT OF EVAPORATIVE STORAGE = 1.248 INCHES <br />INITIAL SNOW WATER = 0.000 INCHES <br />