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SGI TMK
<br /> „.,., SOURCE GROUP,INC.
<br /> PROJECT NAME AND SITE ADDRESS: DGS Countrysde Market 10848 CDPPenoPdis Rd.Stockton,CA 95215 BORINGANELL Ib
<br /> BORING LOCATION AT SITE): Center of eastern driveway of 10967 Co Ib Rd.
<br /> SUBCONTRACTOR: Cascade Dnllin C57p938110 ae
<br /> EQUIPMENT. Hollow Stam SB-2
<br /> Auer-CME-85 LOGGED BY:C.Bulla S
<br /> SAMPLING METHOD: Split Sn MONITORING DEVICE: MInIRAE Lfte
<br /> START DATFJ IME: 11/1/128:45 FINISH DATE/ IME: 11/1/1212:13
<br /> FIRST WATER BGS: 10071 a STABILIZED WATER LEVEL:98.111-1,99 =Sample Interval � =Stabilized
<br /> SURFACE ELEVATION: 53.14 FT-AMSL CASING TOP ELEVATION:N/A — Water Level
<br /> TOTAL WELL DEPTH S: 100M1-BGS BORING DIAMETERAND DEPT: 81n.98 It ®=Sample Recovery
<br /> CASING DIAMETERS: NA SCREEN INTERVAL(S): NA SLOT(IN): NA
<br /> TFIuntered
<br /> M
<br /> ANNULUS MATERIAL: NA BORINGANGLE: Vesical TREND:NA _ =
<br /> � cmple Packaged Enco
<br /> for Analysis Water Level
<br /> REVIEWED BY: PERMIT NO.: 85894
<br /> E _ > LITHOLOGIC DESCRIPTION
<br /> (dassigcadon,color,moisture,density,grain size/pasticity,other) Y&U-
<br /> d q y^u 0 W O ALL PERCENTAGES APPROXIMATE UNLESS STATED OTHERWISE CONSTRUCTION
<br /> 6 a d to € COLOR DETERMINED BY MUNSELL SOIL COLOR CHART
<br /> ®=Portland Cement ® =Bentonite ® =Grout _#3 Sand
<br /> 0 Hand cleared to approximately 5 ft-b s
<br /> Road pavement and base to approximately 3 ft-bgs.
<br /> CL CL,CLAY,strong brown(7.5 YR 518),dry,non plastic,no odor,(0,101 15,75).
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<br /> 9:25 6 1111 37.7 CL CL,CLAY,strong brown(7.5 YR 5/6),dry,fine,non plastic,no odor,(0,10,30,60).
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<br /> B
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<br /> 9:28 7 1111 23.5 CL CL,CLAY w/SAND,strong brown(7.5 YR 5/6),dry,firm,non plastic,no odor,(0,15,25,60).
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<br /> 7
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<br /> 9:32 6 1111 30,5 CL CL,CLAY w/SAND,strong brown(7.5 YR 516),dry,firm,non plasticjno odor,(0,15,0 85).
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<br /> Page 1 of 5 Signature
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