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ELMOWOOD PROPERTY LINE <br /> B AVE. Bg <br /> NORTH 197.4' 33.3' 42.9' 8.0' 29.2' 35.2' SOUTHEAST <br /> i <br /> MW-7 MW-11 IW-10 MW-15 MW-16 IW-4 MW-2 <br /> 0 0 <br /> \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\ \\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\ \\\\\\\ <br /> SM <br /> \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\ \\ \\\\\\\\ \\\\\\ <br /> \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \X\\\\\\\\\\ \\\\\\\\\\\\\ \ \\\\\\\\\\\\ \\\\\\ \ \\\\ ML <br /> 20 \\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\ \ \\\ \\\\\\\\ \ \\\ \\\\\\\\ \\\� 20 <br /> SM <br /> TD=25' \�L\\-\-N, \��\ [599 SP <br /> (9/4/00) // M <br /> SM TD=30' <br /> \ / (1/13/99) <br /> 40 / \ 40 <br /> Q ` Lu <br /> SW/SP [2,620 0o Q <br /> \\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\ \\b \\\\\ \\\\\\\\�D� <br /> o \ \\\\\\\\\\\\\\\\\\\\\\\� TD=50' <br /> \\ \\\\\\\\\\\\\(�31`� j\\\\\\ \\\\\\\§( / (1/25/18) / o <br /> \ \\\\\\\\\\\\\\\\\\\60 \\\\� \\\�\\\\\\\\\\ \\\\ \\\\ \\\\\\\ \ \�\ 60 0 <br /> \\ \\\\\\\\\\\\\\\\\\\\\\\ \ \ \\\\\\\\\\\\ \\\\ \\\\ \\\\\\\\ \\\\\\\\ \\ / (D <br /> m \\\\�\��\\\\\��\\\\\\\\\\\ \\\�\\��\ �\��\\\\\\\ \\\\\�\\\\ \\\\ \ \\\\\\\\\ \� Lu <br /> \\\ \\\\\ \\\ m <br /> w y\ w <br /> LL 80 SW/SP \\�\� 80 <br /> TD=80' <br /> SM (5/29/07) <br /> \\\\\\\\\\\\\\\\\\ \\\\ \\\ \ <br /> \\\\\\\\\\\\\ \\\\\\\\\\ <br /> \ \\\\\\\\\\\\\ \\\\\\\\\\ <br /> ZSM <br /> SW/Sp <br /> 120 120 <br /> TD=125' <br /> (8/19/03) <br /> 140 140 <br /> LEGEND NOTES: SUBSURFACE GEOLOGIC SECTION <br /> SW WELL GRADED SAND B-B' SHOWING BENZENE IN <br /> WELL SCREEN LOCATION 1. USCS DESCRIPTIONS ARE BASED ON FIELD GROUNDWATER ON MAY 24 & 25 2023 <br /> SM SILTY SAND CLASSIFACTIONS. <br /> SC CLAYEY SAND <br /> SIP POORLY GRADED SAND 2. THE SUBSURFACE CONDITIONS SHOWN ARE FOR <br /> THE BORING LOCATIONS ONLY.SUBSURFACE 20 BOULEVARD AUTOMOTIVE <br /> ML SILT Z GROUNDWATER DEPTH AS MEASURED CONDITIONS BETWEEN BORINGS MAY BE DIFFERENT 2151 COUNTRY CLUB BOULEVARD <br /> CL CLAY - ON 5/23/23 THAN SHOWN. <br /> 0 INS NOT SAMPLED STOCKTON, CALIFORNIA <br /> 3. SEE BORING LOGS FOR ADDITIONAL DETAILS. <br /> MOST RECENT CONCENTRATION OF BENZENE FREYENVIRONMENTAL INC. <br /> [2,620] IN GROUNDWATER IN Ng/L;ND=NOT DETECTED <br /> ABOVE LABORATORY LIMIT CLIENT: PROJECT No.: DATE: <br /> CONTOUR OF EQUAL BENZENE O R.HARTLEY 1175-01 06/2023 <br /> -1 000— CONCENTRATION IN GROUNDWATER IN FILENAME: <br /> Ng/L ON MAY 24&25,2023 SCALE IN FEET 1175-01-XSEC-Q2-23.DWG FIGURE 6 <br />