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