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Undeveloped <br /> Multi-Tenant <br /> Building <br /> is i<.flr�t �j 1 o i Industrial Drive <br /> GP-2 <br /> Electrical GI'-1-'�- <br /> Substation <br /> Vehicle Parking <br /> 016�ce Plea Ma\n�en ce Vacant <br /> Shop Industrial <br /> GP-7 Building <br /> GP s G i' ttn9 <br /> DRi�:fNe <br /> o GP-3 o etn <br /> P emb�1 GP Lr�ate�w� <br /> Warehouse <br /> at <br /> 4114 Airport Way Emergency <br /> Generator <br /> Hazardous Waste <br /> Storage Shed <br /> GP-1 <br /> Undeveloped <br /> EXPLANATION o 20o aoo <br /> o Soil boring location <br /> Temporary ground water probe/well <br /> Scale in Feet <br /> U <br /> Note:Groundwater samples were analyzed for the presence of volatile organic compounds(VOCs), <br /> 13 A"' polycyclic aromatic hydrocarbons(PAHs),total petroleum hydrocarbons(TPH)and <br /> California Title 22 metals,only exceedances of USEPA MCLS or RSLs are depicted <br /> J USEPA RSL/MCL(ug/L)J on this figure;refer to Table 5-3 and Appendix 5.2 for more complete results. <br /> USEPA regulations for tap water. Sample locations are approximate. <br /> W J-Estimated concentration <br /> 3 <br /> Aerial Photograph Source:U.S.Geological Survey,2007. Note:Sample locations are approximate. <br /> M <br /> m <br /> N <br /> " Summary of Exceedences in Groundwater Figure <br /> 9 E N V I R ® N <br /> Former Dana Structural Manufacturing,LLC CJ_4 <br /> a Stockton, California, USA <br /> a DRAFTED BY:\GMILES DATE:10/122010 <br /> U <br />