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Y <br /> SM <br /> d MM <br /> F <br /> LOG OF BORING <br /> Project: Rainbo Bakery Stockton Boring: MW-6 <br /> File; 2070-2 Elevation: Unknown <br /> 05te: 15 February 199 Water encountered: 55 feet <br /> Rp"E7pul <br /> SOIL SYMB0L6 Benzene Toluene Xylene T.p_N. Lead P.I,0 <br /> SAWLER SYMBOLS uSLS Soil 0aacriptlon Re9,Ark�AND FIELD TEST DATA ppb ppb ppb bpr ppr. [field) <br /> p .......Pa..n <br /> 9............Y...... <br /> CL slipghtlywmoiltOS.MYTAY ' <br /> with gravel <br /> SM Orown, 911gh¢ly Melst, <br /> horizontal Y��l�aminated <br /> 5 SILTY MED. SAP.0 NA NA 14A NA NA 0 - <br /> HL••• Tarifo•Grown, m0iat, <br /> norizontellYy laminated <br /> - SANDY SILT t0 SANDY SILT `. <br /> 10 <br /> NA I NA NA NA NA 0 <br /> l <br /> !S NS NS NS NS NS 0 <br /> i <br /> i <br /> 20 ,GI'•' Grae to lzrown, moist. sli fitly NA NA NA NA NA 0 <br /> - canonted Med.to Coarse S LTY <br /> SAND with thin Gravel ley r <br /> ML,•...Ten••rtb]]st• .6Emihiib••9lf ntly <( <br /> -- SANi7Y 5 LT•with trace har pen <br /> and Clay: thin sandy lens s <br /> 25 NA NA NA NA NA 0 <br /> 130 <br /> . Wring <br /> Continues <br /> NA- Not analyzed <br /> ND- Not detected <br /> Figure Number <br /> ANOERSON GEOTECHNICAL CONSULTANTS, TNC, <br /> • <br /> ;}l <br />