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SGI SOOOCE 6000P,INC. <br /> PROJECT NAME AND SITE ADDRESS: Former Countryside Markel-10848 Copperopolis Rd.Stockton,California BORINGIWELL ID: <br /> BORING LOCATION AT SITE):South shoulder of Copperapplis Rd,Eastern side of property. <br /> SUBCONTRACTOR: Precision Sampling <br /> MW-1 <br /> EQUIPMENT:Hollow Stem Auger LOGGED BY:Adam Brown <br /> SAMPLING METHOD:Split Spoon MONITORING DEVICE: PID <br /> START DATEI(TIME):1/13/2012-10:45 FINISH DATE/ IME):1/17/2012-15:00 <br /> FIRST WATER BGS:-92.5 ft- s STABILIZED WATER LEVEL: 89.828-1oc =Semple Interval =Stabilized <br /> SURFACE ELEVATION:52.98 ft-amsl CASING TOP ELEVATION: 52.75ftamsl — Water Level <br /> TOTAL WELL DEPTH(S);105 ft-bBORING DIAMETER AND DEPTH: 8-inch-105 ft-0 s ®=Sample Recovery <br /> CASING DIAMETER(S):2-inch SCREEN INTERVAL(S):80-100 ft-bgs SLOT(IN):0.020 F',rsl <br /> _Sample Packaged _=Enw entered <br /> ANNULUS MATERIAL:93 Monterey Sand BORING ANGLE:Vertical TREND:NA for Analysis _ Water Level <br /> REVIEWED BY: Jim Ritchie P.G.#4974 PERMIT NO.:0064127 <br /> > LITHOLOGIC DESCRIPTION <br /> W 8 a w r (classification,color,moisture,density,grain size/plasticity,other) WELL <br /> d ALL PERCENTAGES APPROXIMATE UNLESS STATED OTHERWISE CONSTRUCTION <br /> w a a y COLOR DETERMINED BY MUNSELL SOIL COLOR CHART <br /> ®=Concrete ® =Bentonite Chips ® =Portland Cement p3 Sand <br /> 0 Hand cleared to approodmately 5 ft-b s <br /> ..... ..... <br /> 5 <br /> 2 CL,Clay,brown(7.5YR 4/4),slightly moist,very stiff,fine grained,medium aslkity,medium <br /> 1101 3 1/13 0 toughness,no odor,(0,0,40,80). <br /> 4 <br /> 10 <br /> 48 CL,Clay,Brown(7.5YR 4/4),slightly moist,medium stiff,fine grained,medium plasticity,medium <br /> 1105 12 1113 0 CL toughness,no odor,(0,5,35,60). <br /> 15 <br /> 10 CL,Clay,Strong Brown(7.5VR 418),slightly moist,very stiff,fine grained.medium plasticity,medium <br /> 1110 io 1/13 0 CL toughness,no odor,(0,5,35,80). <br /> 23 <br /> 20 <br /> Page 1 Of 5 Signature <br />