Laserfiche WebLink
Consolidated Forwarc, �. Landfill Page 12 <br /> Methylene Chloride-- 1.0 <br /> PAHs (carcinogenic)—7.5 x 101 (� <br /> PCBs— 1.0 x 101 <br /> PCDD/Fs--3.0 x 10-5 <br /> Cresol—4.0 x 103 <br /> Metals <br /> Arsenic—5.0 x 101 <br /> Berylliurti—7.5 <br /> Cadmium— 1.0 x 101 <br /> Chromium III—4.0 x 102 <br /> Copper-2.2 x 102 <br /> Lead-5.0 x 101 <br /> Mercury—2.0 <br /> Nickel—2.0 x 102 <br /> Zinc--9.2 x 101 <br /> To mange both on-and off-site impacts due to the on-site aeration or treatment of <br /> contaminated soils,the cor-centration of chlorinated hydrocarbons in the soil:-ill be restricted <br /> to lower levels than those assumed in the health risk assessment contained in the Forward <br /> Final EIR(1993). <br /> 41 Austin 1994(L2.b) (updated),Ausrin 2000(Ub) <br /> The landfill operator sk.Tll continue to participate in the San Joaquin County Regional- <br /> Household Hazardous Martz Program to help reduce the amount of household ha?ardous <br /> waste in the waste strean # <br /> 42 Forward 1993(AS) <br /> Fire hydrants and a prezwLzed water source for fire 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 dianped are damp. Active faces need to have a certain mo&twe content <br /> so as to preclude the generation of dust. It is recognized that a balance must be struck <br /> between maintaining sufcient moisture for dust control and applying too much moisture <br /> such that the generation of excess leachate occurs. ?Ire conditions at the active faces of a <br /> landfill as well as the le achare generated,shall be monitored and professional judgment <br /> utilized at all times to keep these two factors in balance. <br /> F. HYDROLOGYAND WATER QLL4LITy <br /> 44 (F.1) <br /> Proposed as Part of the Project: <br /> As part of the design pla.rrs for the proposed landfill,Forward Landfill completed calculations <br /> of the 1000-year peak di_sch'—ges. The hydraulic and drainage study was used to design <br /> appropriate drainage cono-oI>. Drainage controls were designed to prevent contact between <br /> surface water and refuse. Si:e run-on and run-off control facilities consist of drains and <br /> perimeter ditches that chl surface water to lined holding and evaporation ponds on the <br />