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SGI SBURCE GROUP.INC. <br /> PROJECT NAME AND SITE ADDRESS: DGSCounvygdeMarketlC848CDppempdisRd.St ton,CA95215 BORINGAVELL ID: <br /> BORING LOCATION AT SITE): On the no shoulder of is Rd.between 10957 and 10755 Co ro is Rd. <br /> SUBCONTRACTOR: CasradeDnllin C-57#930110 SBA <br /> EQUIPMENT. Hollow Stem Aa er Rig-CME-05 LOGGED BY:C.Butte Jo <br /> SAMPLING METHOD: Split sn MONITORING DEVICE: MIniRAE U19 <br /> START DATE/TIME: 10MI1210:45 FINISH DATEY IME: 10129/1215:00 <br /> FIRST WATER(BGS): 97 a s STABILIZED WATER LEVEL: 95.1 ftL s =Sample Interval =Stabilzed <br /> SURFACE ELEVATION: 52.66 ft-amsl CASING TOP ELEVATION:WA Water Level <br /> TOTAL WELL DEPTHS: 98 ft it BORING DIAMETERAND DEPTH: 81n,98 fl ®-Sample Recovery <br /> CASING DIAMETER(S): NA SCREEN INTERVAL(S): NA SLOT(IN): NA �aF4ct <br /> cka <br /> Sample Paged Encountered <br /> ANNULUS MATERIAL: NA BORINGANGLE: Vertical TREND:NAfor Analysis Water Level <br /> REVIEWED BN. Rob Ca Dell PERMIT NO.: 65894 <br /> > > LITHOLOGIC DESCRIPTION <br /> § C g N (dasstfimWn,cola,moisture,density,grain size/plastluty,other) WELL <br /> OW f1Q ALL PERCENTAGESAPPROXIMATE UNLESS STATED OTHERWISE CONSTRUCTION <br /> f ¢ 0 mE COLOR DETERMINED BY MUNSELLSOILCOLOR CNART <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,(0,10, 15,75). <br /> 5 <br /> 11:20 9 10129 14.5 CL CL,CLAY,brown(7.5 YR 414),dry,stiff,non plastic,no odor,(0,10, 10,60). <br /> 10 <br /> 11 <br /> 10 <br /> 11:24 8 10/29 156.9 CL CL,CLAY w/SAND,brown(7.5 YR 413),dry,stiff,non plastic,no od r,(0,15,25,60). <br /> 9 <br /> 9 <br /> 15 <br /> 11:29 9 10/29 37.7 CL CL,CLAY,light brown(7.5 YR 614),dry,stiff,non plastic,no odor,(0 10,30,60) <br /> 9 <br /> 9 <br /> 20 <br /> Page 1 of 5 Signature <br />