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Chu%roll I'i odul-t-r C.onop 1;1) 2 <br /> Chevron St-man N9-8612 575 Or ant I nae Ro id i ruv (,111101111 a No«mlly 21 2000 <br /> slightly impacted soil was aerated to nondetectable levels and reused onsite <br /> Groundwater was encountered during excavation activities at approximately 8 feet <br /> below ground surface (bgs) <br /> In August 1994, the waste-oil UST and sump excavations were over-excavated until <br /> soil exhibiting low to nondetectable levels of oil and grease were encountered <br /> Approximately 150 to 200 cubic yards of oil and grease impacted soil was removed and <br /> hauled offsite <br /> In May 1995, wells MW-1 through MW-4 were installed at the site Maximum <br /> concentrations of TPHg and benzene in wet soil were reported in the area of the former <br /> pump islands (boring MW-3) at 7,600 mg/kg at 6 5 feet below ground surface (bgs) and <br /> 24mg/kg at 6 5 feet bgs, respectively <br /> Groundwatei monitoring has been perfoi med quarterly since September 1995 Third <br /> quarter 2000 analytical data indicated maximum concentrations of total petroleum <br /> hydrocarbons calculated as diesel (TPHd) at 410 parts pei billion (ppb) (MW-3), total <br /> petroleum hydrocarbons calculated as gasoline (TPHg) at 2,400 ppb (MW-3), benzene, <br /> toluene, ethylbenzene, and xylenes (BTEX) at 220 ppb (MW-4), 9 2 ppb (MW-4) 83 <br /> ppb (MW-3), and 150 ppb (MW-3) respectively, and methyl-tertiary-butyl-ether <br /> (MtBE) at 2,100 ppb (MW-3) Gioundwater flow has been reported consistently to the <br /> northwest at gradients ranging from 0 001) to0 02 tt/ft <br /> • A SECOR woik plan for the installation of off-site groundwatei monitoring well MW-5 <br /> was approved by SJCEHD on February 1 1, 1999 The installation of MW-5 is currently <br /> pending <br /> PROPOSED SCOPE OF WORK <br /> The scope of work proposed for this assessment includes the drilling, installation, and <br /> sampling of four onsite gi oundwatei remedial wells, and a dual phase extraction <br /> feasibility test to select possible futile remedial alternatives Groundwater is <br /> anticipated to be encounteied at approximately 6 to 7 feet bgs based on recent data <br /> The specific scope of woi k is di-,cussed below <br /> • Well installation and Sainplitig One of the proposed remedial <br /> wells will be installed in the area of the former UST pit and another <br /> will be installed in the area of the southern most former dispensei <br /> island (Figure 2) The two remaming remedial wells will be installed <br /> along the northern edge of the property, and along the eastei n edge of <br /> the pioperty (Figure 2) to investigate possible hydiocarbon <br /> concentrations at the site boundai ies Soil samples will be collected <br /> at five-foot intervals during the drilling of the wells Z he wells will <br /> i 1Ch,vronM632T,port,'Wl'R t 2 3 4 imt ill dog <br />