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i._._. _._._._._-_._._._._._._._._._._._---.�,_._.� <br /> A —~——` Fence PT-M W4 j <br /> o PT-MW5 O Shed ® I <br /> � I o <br /> aI o 1 j LEGEND <br /> a I ! PT-MW-1 O Groundwater Monitoring Well <br /> I j HP-11 Former Hydro Punch Location <br /> SB-2 Former Soil Boring Location <br /> m I ..— _ _ _ j SVE1 [ Soil Vapor Extraction Well <br /> = I j (also In-Situ Air Sparge Well) <br /> j Dirt <br /> Former I A—A Cross-Section <br /> Auiomoiive Pu III PRupai fl- <br /> . Q I l ISld <br /> BuildinginBuilding ? f ild <br /> � <br /> Area of Estimated Remaining <br /> ' I <br /> Petroleum Hydrocarbons in Soil <br /> j I Pf MW2\PF-S916-2 <br /> 1 Soil Borings to Install <br /> I ( j PT-SB16-3� (-20'for Remaining VOC Mass <br /> fPT•SB16.3 and LTCP Evalaution) <br /> PT-SB16-5+ ("20'for Waste Oil <br /> UST Evaluation) <br /> Groundwater Monitoring Well <br /> PT-S818-4 Pf-14MW1 to Install <br /> B PT MW3 f PT MW10 f. <br /> O (-60'for Groundwater Plume <br /> ___ j PT SVE~1 PT-SBts•1 A' j Delineation to West) <br /> PT-MW6 sidewalk' _._._---- <br /> f- --- a ._._._.�-_. _.._._.�._._._.�- _.! z ❑ <br /> Y 7 0()D Driveway f-1 20 40 <br /> = Scale in Feet <br /> PT-M W 10 M <br /> to be located <br /> O N <br /> 75 feet to west MURRAY STREET 1-N <br /> of PT-MW9 m W _ E <br /> A; PT-MW9 0 mg/kg PT-MW7 D S' <br /> ® PT-MW8 O O z <br /> rn <br /> _— '—_sidewalk _ — Stephen G. Muir <br /> —`'—— —•—"- ———�•_ Consulting Geologist 8 Geophysicist <br /> I Former Parmar Texaco Site <br /> j 521 North Cherokee Lane,Lodi,California <br /> Map of PrpRosed New Soil Borings <br /> and Groundwater MonitJ:���F�igurej <br /> i W <br /> July,2023 <br />