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ProjectNo ZB178C <br /> SOIL BORING AND WELL CONSTRUCTION LOG: MW-5B <br /> Sheet 2_of 2 <br /> FIELDCLIENTILOCATION PLANNED USE BORING DEPTH BORINGIWELL NO <br /> MONITORING <br /> LOCATION w OF BORINGS/ Exploratory�toNrrowxc wELls Barnes Trucking Faculty, P Y 35 feet MW-5B <br /> NT Stockton CA <br /> DRILLING CONTRACTOR. DRILL RIG TYPE. WELL DEPTH BORING DLI METER <br />' n MDE CME-75 25' 8 inches <br /> WO �,E o 0 <br /> 5j4Le u,w� zDRILL RIG OPERATOR WELL MATERIAL WELL DIAMETER SCREEN SLOT SIZE <br /> r�— I E Mitchell Sch 40 PVC 2" 0 020" <br /> E. <br /> Mw <br /> r I h 7WELLIBOREHOLE SEAL FILTER PACK <br /> Grout with 5% bentonite #3 sand <br />' SAMPLING ESTIMATED SAMPLING METHOD CA MODIFIED SPLIT SPOON <br /> D PERCENT {7 <br /> MONITORING INSTRUMENT PID <br /> � � V <br /> Z R a > lu a a FIRST ENCOUNTERED WATER DEPTH 12 FEET <br /> z <br />' 3 U A m a o I' O v C7 STATIC WATER DEPTH-DATE 728 FEET - 3141DD <br /> 26- <br /> 27 <br /> 5 27 <br /> % <br /> 78 \ • \ • <br /> c <br /> 92 7s : %• Silty SAND (SM)some clay ,fine grained micaceous sand, <br />' c 1s ' x 170 a 85 15 •�•�.\� blueish gray, low plasticity, med dense, wet, stong odor <br /> as 3a <br /> 3l . • \ . <br /> 32 �\�.•% <br /> 33 �•` �•�\ Silty SAND (SM)some clay , medium to coarse grained <br /> 34 \.\;*. Irucaceous sand, blueish gray, low plasticity, med dense to <br /> dense, wet <br /> 15 x . . . \ <br /> 35 <br />' END BORING <br /> 1 ' <br /> I <br /> 1 <br />' NOTE Field sare=g of soil was u,accurate due to Eu h moisture content of sam le Laboratory results do not coorelate with field PID readin <br />' Logged by Loren Taylor, Geologist CLEARWATER <br /> GROUP, INC. <br /> Approved by 320 THHtD STREET,sL M 104 OAKLAND CA 94W7 <br /> 1 <br />