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/T wpwrww� <br /> r"a�O11AA rRtX <br /> Mr Robert Mihalovich <br /> Chevron Environmental Management Company <br /> May 9,200.2 <br /> .Page 3 <br /> The vertical extent of petroleurui-affected sail was addressed during the investigation. <br /> performed inSeptember 1999. A&indicated,in thej4hijary200.0report,Soil and <br /> Groundwate)-boesh ation and ScreeningfletrXth M4Assaoment,prepared 13 <br /> Geomatrix,petroleum stained-soil..was.observe'd in nine on-s te=borings to-a depth up.to <br /> approximately l9 feet lzelow ground surfac (bgs). Using the borings logs developed for <br /> the Site,across=section,(Figures 1 and'2 depicting the subsurface litho I ogy and the <br /> vertical extent ofpetroleu -afl'eeted soil a attached to this letter: <br /> It should be noted that petroleum-affected soil in the western portion of the Site,in the <br /> vicinity of borih s=GWo-rand EB 7,was removed during construction-of an <br /> approximately 50,000 square foot,percolationhetentioh pond in August 2(10.1. Soil was <br /> excavated to,a.depth ofapproximately 15 feet.bgs and used in the adjacent parcel as fill <br /> mateirial beneath an a pWitpay4 p T"hepo a intended tis be.used for <br /> retention and percolation o site star°water on an interim,basis(two to four years)until <br /> the City of Tracy,storm drain system is constructed in the area. Confirmation soil samples <br /> were collected from the base.ofthe.excavation.Discrete soil samples were collected on <br /> 20-foot centers and four discrete samples.iwsre rorripos ted by tho analytical laboratory. <br /> into a single chemical analysis. Composite soil samples were <br /> analyzed for TPl3 quantified as crude( Hc)us. SFS.l SPA $015 Modified. <br /> The discrete soil.samples also-were;mWyz iudividuatly if TPRe Uras detested at a <br /> concentration exceed lot)nt <br /> g gam. Confirmation soil sample results indicated.that <br /> TPRe was detected above laboratory sting limits intwo of eleven composite samples <br /> at concentrations of 12{1 and 130 <br /> ;& The.discrete sail sample analysis for the two soil <br /> composites indicated that'l`l'He was detected in,two of eight samples at concentrations of <br /> 80 and 250 mgtkg. These results indicate that.most of the affected soil within the. <br /> footprint of the retention pond had.been removed. The pertinent table and figures from <br /> C eomatrix's October 8,2001report,C'on/1'rMation Sampling at Proposed' <br /> PerrolationlKerention Ponds, are attached in Attachment A. I <br /> I <br /> 2. The source of Ilse BTFX Inas not been(identiferl though the forrnert;asvir e'stafivva is <br /> implicated. o lFroin GAM-13,wus the rarity-environmental sample analyzed from the <br /> area of the former gasoline station. It is likely lhat above ground or underground leaks <br /> or drills associated with the forrnergasollne station are dre source of BTFX. Potential <br /> contaminadon_by the formergas station may exist toward the southern boundary where <br /> the formergasoline st€ttion is depicted l*' . 0re.2 of`il eDeceinber.2000;.-`eport off`' <br /> .Additional Soil and Groundwater Investigation " <br /> Analytical results of a soil sample collected from GMX-13 at a depth of 12.5 feet bgs <br /> indicate that ethylbenzcne arta xylenes were detected at concentrations of 1.3 and 0.55 <br /> mg/kg. Benzene and toluene weranot detected above the laboratory detection limit. Th <br /> addition,benzene has not been detected in ether sail samples collected,from the site_ As <br /> indicated in the response to general comment number 2;our investigations have focused <br /> on evaluating the potential impacts associated with the residual heavy petroleum <br />