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BEND IN BEND IN SECTION <br /> B2()-- INTERSECTION SECTION B' <br /> OFA-A' I 20 <br /> MW-2R MW-9 MW-3 <br /> V-2 prof 20' V-3 proj 2' V-4 proj 2' _g i3 <br /> MW-11 ? <br /> . - I10 1 roj 15' MW-14 _. <br /> _ <br /> CLAY/SILT 10 <br /> ND/NQ <br /> CLAY/SILT LEGEND <br /> FORMER UNDERGROUND CLAY/SILT <br /> 0 - STORAGE TANK COMPLEX <br /> 0 ® STORAGE TANK BACKFILL <br /> ND/NQNDMD 8.700/ND 14/ND ND/NQ NDMD MW-14 GROUNDWATER MONITORING WELL LOCATION - } <br /> q I CLAYEY SAND AND DESIGNATION j <br /> {Q�sJ <br /> NDMD 4400/9 S60MD- <br /> NDIND -ND/ND . V-2 SOIL VAPOR EXTRACTION WELL LOCATION <br /> -00 CLAY/SILT - -10 - AND DESIGNATION <br /> J ppb <br /> ND/ND 16.0!0/160 3,900/1 7 I D /0.001 NDMD m proj PROJECTED ONTO LINE OF SECTION IN FEET <br /> m k <br /> w SAND CLAY.. f 0.5910.088 0 560/ND TPN-g/BENZENE CONCENTRATION IN SOIL IN e <br /> Z 20 - NDMD I 39_ 0/37 49/ND 3fi/0.54 - ND/NDT - - Z -PARTS PER MILLION j <br /> 20 <br /> O ND/ND ,,, Z ND NOT DETECTED <br /> ND/ND 11/ND 4/ND 3.BMD 0.p0072/0.0035 ---ND/ND- ? 9 .�. T m G <br /> CLAYEY p - ?- SEASONAL HIGH GROUNDWATER LEVEL <br /> BB <br /> w NDMD .�AND/SAND ano/o.00a 2-89 E <br /> 30 - CLAY/SILT <br /> -30 r ? SEASONAL LOW GROUNDWATER LEVEL <br /> 10-92 <br /> 3/ND <br /> ? SCREENED INTERVAL(TYP) <br /> CLAY/SILT NI <br /> 2/NQ SAND PACKED INTERVAL NOTE: CROSS-SECTIONS MODIFIED FROM ! <br /> -40 - ND/ND ND/ND EA ENGINEERING,SCIENCE AND <br /> CLAY/SILTd--sA�ND— <br /> LND/ND <br /> -40 TECHNOLOGY, INC.,CROSS-SECTIONS DATED: <br /> MARCH 1989 <br /> CLAYEY ___.,_-50 SAND/SAND NDMD <br /> CLAY/SILT <br /> _60 <br /> 7 <br /> PACIFIC SCALE <br /> FORMER CHEVRON U.S.A.SERVICE STATION 9-1818 <br /> FIGURE: <br /> 45 East Harding Way at EI Dorado Avenue R <br /> ` <br /> ENVIRONMENTAL _ HORIZONTAL 1"=20' Stockton,California <br /> la GROUP,INC. <br /> VERTICAL . 1"= 10' PROJECT: <br /> GEOLOGIC CROSS-SECTION B-B -BEFORE REMEDIATION 320-133.78 <br />