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TABLE <br />ANALYTICAL RESULTS OF SOIL SAMPLES <br />Global Materials Management <br />1640 Broadway Avenue, Stockton, California <br />(mg/kg) <br />6020/6020A <br />Depth <br />TPH-d <br />TPH-mo <br />Sb <br />As <br />Be <br />Be <br />Cd <br />Cr <br />Co <br />Cu <br />Pb <br />Mo <br />Ni <br />Se <br />Ag <br />V <br />Zn <br />Hg <br />Sample ID <br />Location <br />(n) <br />Date <br />TTLC: Soil samples collected at approximate depths between 1 and 2 feet below surface- milligrams per kilogram (mg/kg) <br />Samples collected by SJCEHD <br />S1 <br />Used Oil Storage Area <br />01/18/18 <br />4,790 <br />1.514 <br />920 <br /><0.5 <br />4.5 <br />180 <br />9.2 <br />140 <br />450 <br />5.8 <br />40 <br />0.9 <br /><1.0 <br />24 <br />2,300 <br />0.8 <br />S2 <br />NE Comer Pad <br />01/18/18 <br />839 <br /><0.5 <br />1.1 <br />38 <br /><0.5 <br /><0.5 <br />4.9 <br />2.7 <br />5.0 <br />4.0 <br />0.2 <br />5.9 <br /><0.5 <br /><1.0 <br />14 <br />19 <br /><0.5 <br />S3 <br />SE Corner Pad <br />- <br />01/18/18 <br />- <br />387 <br />0.5 <br />3.4 <br />330 <br /><0.5 <br />0.7 <br />43 <br />9.4 <br />37 <br />70 <br />2.5 <br />41 <br />1.0 <br /><1.0 <br />28 <br />180 <br /><0.5 <br />S4 <br />E Side of Property <br />01/18/18 <br />180 <br /><0.5 <br />3.4 <br />250 <br /><0.5 <br />0.7 <br />39 <br />7.3 <br />37 <br />31 <br />1.6 <br />32 <br />0.7 <br /><0.5 <br />29 <br />130 <br /><0.5 <br />Samples collected by AGE <br />SW -S <br />south sidewall - main <br />4' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />2.57 <br />147 <br /><0.5 <br /><0.5 <br />61.4 <br />15.2 <br />29.4 <br />5.88 <br /><5.0 <br />27.8 <br /><1.0 <br /><1.0 <br />52.8 <br />67.4 <br />0.014 <br />excavation <br />SW -N <br />north sidewall - main <br />4' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />2.20 <br />164 <br /><0.5 <br /><0.5 <br />63.1 <br />18.7 <br />29.1 <br />5.03 <br /><5.0 <br />35.2 <br /><1.0 <br /><1.0 <br />50.1 <br />58.9 <br /><0.01 <br />excavation <br />SW W <br />west sidewall - main <br />4' <br />08/15/18 <br /><10 <br /><50 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />excavation <br />SW -E <br />east sidewall - main <br />4' <br />08/15/18 <br />21 * <br />58.9 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />excavation <br />floor (bottom) - main <br />B-5 <br />excavation <br />5' <br />08/15/18 <br />11.6 * <br />43 J <br /><1.0 <br />6.47 <br />200 <br /><0.5 <br /><0.5 <br />65.8 <br />16.2 <br />34.3 <br />20.4 <br /><5.0 <br />32.4 <br /><1.0 <br /><1.0 <br />54.6 <br />130 <br />0.073 <br />S5-2 <br />sample point west of <br />2' <br />08/15/18 <br />54.2 * <br />219 <br /><1.0 <br />4.14 <br />175 <br /><0.5 <br />0.919 <br />61.9 <br />14.5 <br />46.0 <br />189 <br /><5.0 <br />50.5 <br /><1.0 <br /><1.0 <br />42.6 <br />487 <br />0.191 <br />main excavation <br />S5-5 <br />sample point west of <br />5' <br />08/15/18 <br /><10 <br /><50 <br />- <br />- <br />- <br />- <br />- <br />75.6 <br />- <br />- <br />5.93 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />main excavation <br />S6-2 <br />sample point east of <br />2' <br />08/15/18 <br />1,460 * <br />4,220 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />main excavation <br />S6-5 <br />sample point east of <br />5' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />3.25 <br />153 <br /><0.5 <br /><0.5 <br />54.1 <br />12.8 <br />26.7 <br />4.03 <br /><5.0 <br />25.7 <br /><1.0 <br /><1.0 <br />47.5 <br />53.5 <br /><0.01 <br />main excavation <br />S7-2 <br />sample point east of S6 <br />2' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />11.5 <br />145 <br /><0.5 <br /><0.5 <br />55.7 <br />13.4 <br />29.4 <br />33.1 <br /><5.0 <br />23.3 <br /><1.0 <br /><1.0 <br />44.1 <br />66.0 <br />0.036 <br />S7-5 <br />sample point east of S6 <br />5' <br />11/01/18 <br /><10 <br /><50 <br /><1.0 <br />7.66 <br />197 <br /><0.5 <br /><0.5 <br />55.4 <br />13.7 <br />38.3 <br />9.42 <br /><5.0 <br />43.1 <br /><1.0 <br /><1.0 <br />63.0 <br />62.7 <br />0.018 <br />sample point north of <br />S8-2 <br />main excavation <br />2' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />2.26 <br />157 <br /><0.5 <br /><0.5 <br />63.8 <br />15.0 <br />30.3 <br />6.20 <br /><5.0 <br />25.4 <br /><1.0 <br /><1.0 <br />54.2 <br />62.5 <br />0.015 <br />sample point north of <br />S8-5 <br />main excavation <br />5' <br />11/01/18 <br /><10 <br /><50 <br /><1.0 <br />3.57 <br />183 <br /><0.5 <br /><0.5 <br />59.6 <br />13.6 <br />37.7 <br />4.89 <br /><5.0 <br />44 <br /><1.0 <br /><1.0 <br />71.7 <br />58.2 <br /><0.01 <br />S9-2 <br />sample point north of S6 <br />2' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />2.30 <br />139 <br /><0.5 <br /><0.5 <br />56.6 <br />13.4 <br />27.2 <br />6.45 <br /><5.0 <br />23.1 <br /><1.0 <br /><1.0 <br />48.2 <br />66.1 <br />0.015 <br />excavation <br />S9-5 <br />sample point north of S6 <br />5' <br />11/01/18 <br /><10 <br /><50 <br /><1.0 <br />4.02 <br />198 <br /><0.5 <br /><0.5 <br />61.2 <br />15.4 <br />38.8 <br />5.34 <br /><5.0 <br />49.2 <br /><1.0 <br /><1.0 <br />77.4 <br />60.3 <br /><0.01 <br />excavation <br />S11-2 <br />sample point northeast <br />2' <br />08/15/18 <br /><10 <br /><50 <br /><1.0 <br />2.13 <br />135 <br /><0.5 <br /><0.5 <br />55.8 <br />14.1 <br />25.8 <br />4.46 <br /><5.0 <br />41.9 <br /><1.0 <br /><1.0 <br />48.9 <br />54.7 <br /><0.01 <br />Of S9 <br />S11-5 <br />sample point northeast <br />5' <br />11/01/18 <br /><10 <br /><50 <br /><1.0 <br />3.65 <br />207 <br /><0.5 <br /><0.5 <br />56.5 <br />15.1 <br />37.9 <br />5.24 <br /><5.0 <br />49.2 <br /><1.0 <br /><1.0 <br />70.4 <br />53.8 <br />0.019 <br />Of S9 <br />Environmental Screening Levels - All Levels in miligram per kilogram (mg/kg) <br />DTSC-SL(com) <br />- <br />- <br />0.36 <br />- <br />- <br />- <br />170,000 <br />- <br />- <br />320 <br />- <br />64,000 <br />- <br />1,500 <br />1,000 <br />- <br />DTSC-SL (res) <br />- <br />0.11 <br />36,000 <br />80 <br />- <br />490 <br />- <br />390 <br />390 <br />- <br />EPA-RSL(com) <br />- <br />470 <br />3.0 <br />220,000 <br />2,300 <br />980 <br />1.8+6 <br />350 <br />47,000 <br />800 <br />5,800 <br />22,000 <br />5,800 <br />5,800 <br />5,800 <br />35,000 <br />]5.1 <br />EPA -RSL (res) <br />31 <br />0.7 <br />15,000 <br />160 <br />71 <br />120,000 <br />23 <br />3,100 <br />400 <br />390 <br />1,500 <br />390 <br />390 <br />390 <br />23,000California <br />Hazardous Waste Limits (mg/I) <br />- <br />- <br />- <br />- <br />- <br />- <br />5.0 <br />- <br />- <br />5.0 <br />- <br />- <br />- <br />- <br />- <br />-SFBRWQCB <br />ESL (Com) <br />140,000 <br />