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SOIL BORING AND WELL CONSTRUCTION LOG: MW-8 Project No ZB178CSheet 1 of 1 <br /> FIELD LOCATION OF BORINGS! CLIENTILOCATION PLANNED USE BORING DEPTH BORINGIWELL NO <br /> MONITORING WELLS A6 Barnes Trucking Facility, Exploratory 25 feet <br /> NI Stockton CA <br /> O W <br /> wW I I DRILLING CONTRACTOR DRILL RIG TYPE ELL DEPTH BORING DIAMETER <br /> �f zE� I > MDE CME-75 25 feet' 8 niches <br /> o <br /> ekes mwa z DRILL RIG OPERATOR WELL MATERIAL WELL DIAMETER SCREEN SLOT SIZE <br /> mw"z I 0 r E Mitchell Sch 40 PVC 2" 0 020" <br /> �O WW- <br /> WELUBOREHOLE SEAL FILTER PACK <br /> Mwa MWa Grout with 5% bentonite Y3 sand <br /> SAMPLING <br /> ESTIMATED <br /> PERCENT SAMPLING METHOD CA MODIFIED SPLIT SPOON <br /> � O $Z <br /> MONITORINIG INSTRUME.117 PID <br /> 6 4 Q U <br /> 1 rn� S > <br /> Fu O C - 6 6 FIRST EhCOLNTERED WATER DEPTH 12 FEET <br /> 3 U A <br /> ZZ z 6 3 b O U C7 STATIC WATER DEPTH DATE 9 41 FEET 319100 <br /> Gravel fill <br /> U \ N \ \ <br /> \ Silty SAND (SM) fine to, medium grained brownish gray, <br /> _ angular to sub angular, low plasticity, mad dense to dense, <br /> ° " 3 •`ti•`•` dry to moist <br /> 0z 7 <br /> \ 4 \ \ <br /> • ♦ \ <br /> 5 X 5 93 0 5 95 \ <br /> ` <br /> 6 <br /> 7 <br /> 5 9 <br /> ei XSilty CLAY (CL)with some sand, light brown, stiff, moderate <br /> IB 157 0 3 97 plasticity, moist sand is fine grained and an <br /> [I <br /> 12 <br /> v <br /> C 13 <br /> 14 <br /> V1 <br /> :4: 15 168 0 5 95 <br /> 16 <br /> 17 Silty CLAY (CL) with micaceous sand, blueish gray, <br /> is moderate-high plasticity, stiff, wet <br /> 15 X 482 0 90 10 <br /> 20 <br /> _F 21 <br /> 22 <br /> 23 `\\,♦♦♦ <br /> 824 �•�\�•� Clayey SAND (SC) some silt, fine grained micaceous sand, <br /> iz :�•`•`\ blueish gray, stiff, wet <br /> 25 1 97 <br /> \ \ ♦ <br /> END OF BORING ti`\ `♦ <br /> Logged by Loren Taylor, Geologist CLEARWATER <br /> Approved by GROUP, INC. <br /> 520 THIRD STREET SL=104 OAKI A.\'D CA 94607 <br />