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r <br /> Groundwater <br /> Flow Direction <br /> r N <br /> r <br /> Process Tanks <br /> and Equipment <br /> HCL Tank RECEIVING BUILDING <br /> 6" HP <br /> Gas Main <br /> _ New Process Sewer <br /> 23' <br /> r <br /> T1 <br /> 18' <br /> �� •� - ' �#3� �� Tank <br /> r Pit 1 <br /> _ 7 i I <br /> 7 <br /> 1131 , B101.. T2 <br /> 13' <br /> t -.r,,,,..••• ..l r B"Water Main <br /> 18, <br /> ♦ Bet Groundwater Sample <br /> ♦ 23' 19-23' 2,600 ug/L Diesel <br /> • � LEGEND <br /> WAREHOUSE <br /> 139• Probe Location <br /> T1 UST Locabon (Closed) <br /> 100 mg/Kg Diesel isopleth <br /> Scale <br /> ' at indicated depth below grade <br /> ••..18� 1000 mg/Kg Diesel Isopleth <br /> 0 g 10 Feet at indicated depth below grade <br /> �j <br /> Extent Map Drawn <br /> Robert A. Booher Consulting California Cedar Products Date 9/27102 Figure 5 <br /> 1340 W Washington Street Reviewed <br /> Stockton, California <br /> Revised <br />