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SGITRE <br /> SOURCE CROUP.IRC. <br /> PROJECT NAME AND SITE ADDRESS: Former Countryside Market-10848C pefopolis Rd.Stockton,California BORINGAVELL to <br /> BORING LOCATION AT SITE):Centarally located on western property line. <br /> SUBCONTRACTOR: Precision Sampling MW-5 <br /> EQUIPMENT:Hollow Stem Auger LOGGED BY:Adam Brown <br /> SAMPLING METHOD:Split Spoon MONITORING DEVICE: PID <br /> START DATE/(TIME):1/10/2012-9:00 FINISH DATEI(TIME:1/1112012-15:00 <br /> FIRST WATER BGS:-93fl s STABILIZED WATER LEVEL: 88.90ft-loc ®=Sample Interval w =Stabilized <br /> SURFACE ELEVATION: 52.69 fl-amsl CASING TOP ELEVATION: 52.28 ft-amsl = Water Level <br /> TOTAL WELL DEPTH(S);105 ft-bgs BORING DIAMETER AND DEPTH: 8-Inch-105 ft- s ®=Sample Recovery <br /> CASING DIAMETER(S):2tinch SCREEN INTERVALS:80400 ft- s SLOT(IN):0,020 First <br /> Sample Packaged _ =Encountered <br /> ANNULUS MATERIAL:713 Monterey Sand BORING ANGLE:Vertical TREND:NA - for Analysis — Water Level <br /> REVIEWED BY: Jim Ritchie IPERMIT NO.:0064127 <br /> rc 57 > LITHOLOGIC DESCRIPTION <br /> E a�a (classification,color,moisture,density,grain sizelplasticity,other) WELL <br /> W O ALL PERCENTAGES APMXIMXTE COLOR DETERMINED BY MUN ELL UNLESS OTHERWISE CONSTRUCTION <br /> OIL COLOR CHART <br /> rc a o <br /> ®=Concrete ® =Bentonite Chips ® =Portland Cement #3 Sand <br /> 0 Hand cleared to approximately 5 ft- s <br /> ♦� i <br /> 5 <br /> T CL,Clay,brown(7.5YR 4/3),slightly moist,stiff,fine grained,medium plasticity,medium toughness, <br /> 830 14 1110 0 CL no odor,(0,5,30,85). <br /> 20 <br /> 10 <br /> 11 CL,Clay,dark brown(7.5YR 314),slightly moist,very stiff,fine grained, edium plasticity,medium <br /> 845 211 1110 0 CL toughness,no odor,(0,10,30,60). <br /> 29 <br /> 15 <br /> 11 CL,Clay with Sand,strong brown(7.5YR 416),slightly moist,stiff,fine grained,medium plasticity, <br /> 852 23\ <br /> 111C 0 CL medium toughness,no odor,(0,15,30,55). <br /> 35 <br /> 20 <br /> Page 1 of 5 signature <br />