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SOIL BORING AND WELL CONSTRUCTION LOG: SB-9 ProjectNo ZB178CSheet 2 of 2 <br /> FIELD LOCATION OF BORINGS/ CLIENT/LOCATION PLANNED USE BORING DEPTH BORD/GIR'ELL NO <br /> MONITORING WELLS Barnes Trucking Facility, Exploratory 29 feet SB-9 <br /> SB d <br /> so , Nt 58 10 Stockton, CA <br /> 8 ~� v • I I DRILLING CONTRACTOR DRILL RIG TYPE WELL DEPTH BORING DIAN NMR <br /> n oI 6 FAST-TEK Geoprobe NA 2 Inches <br /> 4al50; wI <br /> yesiH3 mw� z DRILL RIG OPERATOR WELL MATERIAL WELL DIAMETER SCREEN SLOT SIZE <br /> "'w� I �I � <br /> E Svaboda NA NA NA <br /> ' WELLlBOREHOLE SEAL FILTER PACK <br /> � ``"e�I I Nfw 6 PRESSURE GROUT NA <br /> SAMPLING ESTIMATED SAMPLING METHOD CA MODIFIED SPLIT SPOON <br /> C7 PERCENT Cc77 <br /> y U q o MONITOR NG INSTRUMENT PID <br /> w � T <br /> FIRST ENCOUNTERED WATER DEPTH 12 FEET <br /> 3 U❑ m z _ a ¢ 3.. O V STATIC WATER DEPTH DATE <br /> • • \ <br /> 4 Y Y 1 <br /> 26 Silty SAND (SM) some clay , medium to coarse grained <br /> 27 micaceous sand, blueish gray, low plasticity, med dense to <br /> ` ♦ • dense, wet <br /> \ 1 Y Y <br /> 28 \ <br /> 1 Y Y \ <br /> END OF ROR NG 1 <br /> 29 <br /> END OF <br /> 30 BORING <br /> 31 <br /> 32 <br /> 33 <br /> 34 <br /> 35 <br /> Logged by Loren Taylor, Geolo&Isj CLEARWATER <br /> Approved by GROUP, INC. <br /> 520 TK(RD STREET SUITE 104 OAKLAND CA 94607 <br />