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' Project No Z B 17 S C <br /> SOIL BORING AND WELL CONSTRUCTION LOG: SB-9 Sheet 1 of 2 <br />' FIELD LOCATION OF 13ORI14GSI CLIENTILOCATION PLANNED USE GORING DEPTH BORINGIWELL NO <br /> MONITORING WELLS A Barnes Trucking Facility, Exploratory 29 feet SB-9 <br /> w�. <br /> $aa '4 5a o Stockton CA <br /> _ use • I • DRILLING CONTRACTOR DRILL RIG TYPE WELL DEPTH BORitii G DIAMETER <br /> o Y <br /> FAST-TEK Geoprobe NA 2 inches <br /> v �I <br /> S►3 t <br /> 0 0 zDRILL RIG OPERATOR WELL MATERIAL WELL DIAMETER SCREEN SLOT SIZE <br /> say enve <br /> E Svoboda NA NA NA <br /> I — Mwd Mw <br /> � WELLJBOREHOLE SEAL FILTER PACK <br /> WWa """���1 0 Pressure Grout NA <br /> SAMPLING ESTIMATED SAMPLING METHOD Continuous Core <br />' oz O PERCENT <br /> MONITORING INSTRUMENT PID <br /> pC < a <br /> K 3 w w O -1 u C ' < FIRST ENCOUNTERED WATER DEPTH 12 feet <br /> �o o u a �> <br /> m < 3 R O E U h O STATIC WATER DEPTH DATE NA <br /> SXsXtziX Gravel fill <br /> 2 �X tX iX SX <br /> yk-P yz yX^c <br /> Y <br /> 3 �Vk IYI <br /> zzzx <br /> 4 Silty CLAY(CL)with some sand,dark brown, stiff, moderate <br />' 4z es plasticity, moist, sand 1s fine grained and angular, organic <br /> X 5 0 0 97 3 <br /> rich <br /> 6 <br /> 7 ` <br /> Silty SAND (SM)medium to course grained, brownish gray, <br /> angular to sub angular, law plasticity, mod dense to dense, <br /> 9 dry to moist approx V thick bed <br /> x�4 X 10 0 0 30 70 <br /> Silty CLAY(CL) with some sand,Light brown stiff moderate <br /> 11 plasticity, moist, sand is fine grained and angular, organic <br /> rich <br /> Q 13 <br /> 14 No Recovery <br /> X9 <br /> 15 o e s <br /> 16 <br /> �g <br /> I Silty CLAY (CL)with some sand, Light brown, stiff, moderate <br /> ' i9 plasticity, moist, sand is fine grained and angular, organic <br /> 1 <br /> rich <br /> 19 <br /> X 20 520 0 5 95 Silty CLAY(CL)with rrucaceous sand,blueish gray, <br />' 21 moderate-high plasticity, stiff, wet <br /> 22 \ \ \ ♦ <br /> ♦ + \ \ <br /> 23 ` ♦ + \ <br /> r \ + \ <br /> 24 ;4\y\`+ Clayey SAND(SC)some silt , fine grained micaceous sand, <br /> 66 95 +� ;+* blueish gray, stiff,wet <br /> 25 <br /> NOTE Field screening of soli was,^ycurate due to high moisture content of sample Laboratory results do not morelate with field PID readixigs <br />' Logged by Loren Taylor, Geologist CLEARWATER <br /> Approved by GROUP, INC. <br /> 320 THIRD STREET SLATE 104 OAKr uND CA 94607 <br />