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Reside'nCial <br /> gr� ai(road Tracks <br /> x <br /> W LINNE ROAD <br /> _ <br /> ILu <br /> \ y 4 <br /> d E <br /> l .North ,.ta <br /> I >Pond <br /> T aGL V i,[on Triple E <br /> Cell <br /> Blg4 <br /> l <br /> - Sgt <br /> z <br /> G 2 <br /> 10 r r <br /> Approximate n <br /> Site Boundary <br /> i <br /> l Hazardous M erial an> <br /> Waste Storage Area l/' x - ��� .i <br /> o Adhesive Application and \ <br /> g __$Main Abrasive Blasting Area <br /> 4 M�{ $Otl ,r,Water Tank - <br /> ./ <br /> g ME, <br /> �lA¢ <br /> r a r tniS <br /> Borings GW-1 through GW-3 to e lled using hollow- ` zj`J rry t; <br /> astem auger to depths of approxi tely 70' bgs (or first rst <br /> �S4*° <br /> encountered groundwater) for the collection of grab r . <br /> groundwater samples. <br /> i <br /> The remaining four borings (SB-1 through S13-4) are to <br /> be located on-site, drilled using direct-push equipment to AM'� 5�j/4 / AT <br /> approximate depths of 15' bgs, in proximity to on-site <br /> septic system leach fields, which are to be identified by <br /> t3 the property owner on the day of field work and therefore 0 200 <br /> 0 <br /> are not shown on this figure. <br /> a SCALE IN FEET <br /> Site Layout Map Figure <br /> E N V I R O N Ro-Lab American Rubber Company 2 <br /> Tracy, California <br /> Drafter: Date: 12/7/11 Contract Number: 21-28969A Approved: Revised: <br />