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MATERIAL <br />THICKNESS <br />POROSITY <br />FIELD CAPACITY <br />WILTING POINT <br />INITIAL SOIL WATER <br />EFFECTIVE SAT. HYD <br />SLOPE <br />DRAINAGE LENGTH <br />6_UNREC <br />TEXTURE NUMBER 1 <br />12.00 INCHES <br />0.4170 VOL /VOL <br />0.0450 VOL /VOL <br />= 0.0180 VOL /VOL <br />CONTENT = 0.0450 VOL /VOL <br />COND. = 0.999999978000E -02 CM /SEC <br />= 54.00 PERCENT <br />= 820.0 FEET <br />LAYER 3 <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. COND. = 0.199999996000E -12 CM /SEC <br />FML PINHOLE DENSITY = 1.00 HOLES /ACRE <br />FML INSTALLATION DEFECTS = 0.00 HOLES /ACRE <br />FML PLACEMENT QUALITY = 3 - GOOD <br />LAYER 4 <br />TYPE 3 - BARRIER SOIL LINER <br />MATERIAL TEXTURE NUMBER 10 <br />THICKNESS = <br />12.00 <br />INCHES <br />POROSITY = <br />0.3980 <br />VOL /VOL <br />FIELD CAPACITY = <br />0.2440 <br />VOL /VOL <br />WILTING POINT = <br />0.1360 <br />VOL /VOL <br />INITIAL SOIL WATER CONTENT = <br />0.3980 <br />VOL /VOL <br />EFFECTIVE SAT. HYD. COND. = <br />0.119999997000E -03 CM /SEC <br />GENERAL DESIGN AND EVAPORATIVE ZONE DATA <br />---------------------------------- - - - - -- <br />NOTE: SCS RUNOFF CURVE NUMBER WAS USER - SPECIFIED. <br />SCS RUNOFF CURVE NUMBER = <br />71.40 <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 />6.0 <br />INCHES <br />INITIAL WATER IN EVAPORATIVE ZONE = <br />0.600 <br />INCHES <br />UPPER LIMIT OF EVAPORATIVE STORAGE = <br />2.382 <br />INCHES <br />LOWER LIMIT OF EVAPORATIVE STORAGE = <br />0.300 <br />INCHES <br />INITIAL SNOW WATER = <br />0.000 <br />INCHES <br />INITIAL WATER IN LAYER MATERIALS = <br />161.316 <br />INCHES <br />TOTAL INITIAL WATER = <br />161.316 <br />INCHES <br />TOTAL SUBSURFACE INFLOW = <br />0.00 <br />INCHES /YEAR <br />Page 2 <br />