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SGI 1X1 <br /> SOURCE GROUP.INC. <br /> PROJECT NAME AND SITE ADDRESS: Fomler Countryside Market-10848 Copperopois Rd.Stockton,California BORINGM/ELL ID: <br /> BORING LOCATION(AT SITE):South shoulder of CDppempolis Rd,Center of pmperty. <br /> SUBCONTRACTOR: Precision Sampling MW-2 <br /> EOUI PMENT:Hollow Stem Auger LOGGED BY:Adam Brain •11 G <br /> SAMPLING METHOD:Split Spoon MONITORING DEVICE: PID <br /> START DATE/(TIME):1/12/2012-08:30 FINISH DATE/(TIME):1/13/2012.10:30 <br /> FIRST WATER BGS):-93 ft-0 s STABILIZED WATER LEVEL:89.81 ft-toc =Sample Interval =Stabilized <br /> SURFACE ELEVATION: 53.00 ft-amsl CASING TOP ELEVATION: 52.78 ft-amsl = Water Level <br /> TOTAL WELL DEPTH(5:105 ft- s BORING DIAMETER AND DEPTH: 8-inch-105 ftbs ®=Sample Recovery <br /> CASING DIAMETER(S):2-inch SCREEN INTERVAL(S):80-100 ft-bgs SLOT(IN):0.020 First <br /> Sample Packaged _=Encountered <br /> ANNULUS MATERIAL:#3 Monterey SanoBORING ANGLE:Vertical TREND:NA = for Analysis — Water Level <br /> REVIEWED BY: Jim Ritchie P.G.#4974 PERMIT NO.:0084127 <br /> Of s LITHOLOGIC DESCRIPTION <br /> (classification,color,moisture,density,grain size/plasticity,o ) WELL <br /> ALL PERCENTAGES APPROXIMATE UNLESS STATED OTHERWI E CONSTRUCTION <br /> w n0—. uE COLOR DETERMINED BY MUNSELL SOIL COLOR CHART <br /> � =Concrete ® =Bentonite Chips =Portland Cement a q3 Sand <br /> 0 Hand cleared to a ro)dmatel 5 ft-b s 2 <br /> iTT • i• <br /> 5 <br /> s CL,Clay,brown(7.5YR 414),slightly moist,very stiff,fine grained,medium pi isticity,medium <br /> 858 17 1112 0.1 CL toughness,no odor,(0,0,40,50). <br /> 1e <br /> 10 <br /> 79 CL,Clay,brown(7.5YR 414),slightly moist,medium stiff,fine grained,madiu plasticity,medium <br /> 905 17 1/12 0.1 CL toughness,no odor,(0,5,35,00). <br /> 15 <br /> e s CL,Clay,brown(7.5YR 414),slightly moist,medium stili,Dna grained,medium plasticity,medium <br /> 911 13 1/12 0.1 CL toughness,no odor,(0,5,35,80). <br /> 20 <br /> Page 1 of 5 Signature <br />