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9/5/2007 <br />Page 1 of 10 <br />** <br />** <br />** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE <br />** HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) <br />** DEVELOPED BY ENVIRONMENTAL LABORATORY <br />** USAE WATERWAYS EXPERIMENT STATION <br />** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY <br />** <br />** <br />**************************************************************************** <br />PRECIPITATION DATA FILE: C:\HELP3\NCSL\2007\DATA4.D4 <br />TEMPERATURE DATA FILE: C:\HELP3\NCSL\2007\DATA7.D7 <br />SOLAR RADIATION DATA FILE: C:\HELP3\NCSL\2007\DATA13.D13 <br />EVAPOTRANSPIRATION DATA: C:\HELP3\NCSL\2007\DATAll.Dll <br />•SOIL AND DESIGN DATA FILE: C:\HELP3\NCSL\2007\RUN#3.D10 <br />OUTPUT DATA FILE: C:\HELP3\NCSL\2007\30ft_3Yr.OUT <br />TIME: 10:39 DATE: 9/ 5/2007 <br />TITLE: NCRC&SL - 3 -Year Simulation Assuming 30' of Waste <br />NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE <br />COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM. <br />LAYER 1 <br />TYPE 1 - VERTICAL PERCOLATION LAYER <br />MATERIAL TEXTURE NUMBER 6 <br />THICKNESS = 12.00 INCHES <br />POROSITY = 0.4530 VOL/VOL <br />FIELD CAPACITY = 0.1900 VOL/VOL <br />WILTING POINT = 0.0850 VOL/VOL <br />INITIAL SOIL WATER CONTENT = 0.1839 VOL/VOL <br />EFFECTIVE SAT. HYD. COND. = 0.720000011000E-03 CM/SEC <br />NOTE: SATURATED HYDRAULIC'CONDUCTIVITY IS MULTIPLIED BY 3.00 <br />FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE. <br />LAYER 2 <br />TYPE 1 - VERTICAL PERCOLATION LAYER <br />MATERIAL TEXTURE NUMBER 18 <br />THICKNESS = 360.00 INCHES <br />POROSITY = • 0.6710 VOL/VOL <br />C:\HELP3\NCSL\2007\30FT 3 YR.OUT <br />