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Consolidated Fonvaoc. Landiill Page 12 <br /> Methylene Ch:o--,:de- 1.0 <br /> PAHs(carcinogenic)- 7.5 x 101 <br /> PCBs- 1.0 x 101 <br /> PCDD/Fs-3.0 x I C-5 <br /> Cresol-4.0,x 103 <br /> Metals <br /> Arsenic-5.0 x 10: <br /> Beryllium-7.5 <br /> Cadmium- 1.0 x 10 I <br /> Chromium III-;.0 x 102 <br /> Copper-2.2 x I <br /> Lead-5.0 x 101 <br /> Mercury--2.0 <br /> Nickel-2.0 x I0= <br /> Zinc-9.2 x 10 i <br /> =rife impacts due to the on-site aeration or treat::—of <br /> To mange both on-and o <br /> contaminated soils. the concentration of chlorinated hydrocarbons in the so.. ill be restricted <br /> to lower levels than those assumed in the health risk assessment containe_ :n the Fonva:d <br /> Final EIR(1993). d <br /> 41 Austin 1994(L2.b) (updated),Austin 2000(L2.b) <br /> The landfill operator shall continue to participate in the San Joaquin Corn--Regional <br /> Household-Hazardous Waste Program to help reduce the amount of househ-old hazardous` <br /> waste in the waste stream. <br /> 42 Forward 1993(AS) <br /> Fire hydrants and a pressurLed water source for fare suppression and dust control shall be <br /> installed. <br /> 43 Forward 1993(A.11) <br /> In order to reduce risks to public health due to particles of ash leaving the facility, all trucks <br /> containing ash shall be covered and water should be available at the ash pile to assure that <br /> all ashes which are dumped are damp. Active faces need to have a certain inoisture content <br /> so as to preclude the generation of dust. It is recognized that a balance num be struck <br /> between maintaining sufficient moisture for dust control and applying too much moisture <br /> such that the generation of excess leachate occurs. The conditions at the active faces of a <br /> landfill as well as the leachare generated, shall be monitored and professional judgment <br /> utilized at all times to keep these two factors in balance. <br /> F. HYDROLOGYAND WATER QUALITY <br /> 44 (F.1) <br /> Proposed as Part of the Project: <br /> As pan of the design plans fo--:e proposed landfill. Forward Landfill comple:ed calculations <br /> of the 1000-year peak discharge-s. The hydraulic and drainage study was u_ed fo design <br /> appropriate drainage controls Drainage controls were designed to prever: :o-:sct benti•een <br /> e---i-on and run-off control facilities consist cf ;:.-gins and <br /> surface water and refuse. Sit <br /> perimeter ditches that channel s-:rface water to lined holding and evaporaticn-,)nds on the <br />