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L .Y <br /> 4 <br /> 584 <br /> 3.6 <br /> SBS HA3 HB60 <br /> 2.6 Q 18 OHA2 <br /> 4 <br /> T2-W <br /> HA <br /> T3-W Existing Excavatlan T3 <br /> E <br /> HB4SBI 0 <br /> T`B00 S83 <br /> T1-W -E 26 <br /> i <br /> !I <br /> 500 Ppb H <br /> $O PPb STORE/OFFICE A <br /> OHBS !. <br /> OHA1 <br /> !1 <br /> 5.0 PPI° <br /> 0.5 ppb SB2 <br /> '<0.5 <br /> .I <br /> ij <br /> Legend H <br /> 0HB5 HAND AUGER SOIL BORING (DECEMBER 1996) <br /> _ II <br /> T1 SOIL SAMPLE BENEATH USTs (JANUARY 1999) <br /> GW-� GROUNDWATER SAMPLE BENEATH USTs (JANUARY 1999) <br /> SK DIRECT PUSH/HYOROPUNCH BORING (JULY 1999) <br /> HA10 HAND AUGER BORING (JULY 1999) < Nii <br /> 26 BENZENE CONCENTRATION (PPB) <br /> 5O PPI° BENZENE ISOCONCENTRATION CONTOUR Scale In Feet <br /> .lf. <br /> 0 20 <br /> SITE p4 AN SHOWING FIGURE <br /> BENZENE CONCENTRATIONS IN GROUNDWATER ii <br /> GROUND ZERO ANALYSIS SUNNYSIDE PRODUCE 5 <br /> 8460 W. WALNUT GROVE ROAD !I <br /> THORNTON, CALIFORNIA <br /> FN- 06!I99/1445 <br /> 'IA <br />