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EXCAVATION LOG <br /> EQUIPMENT: DIMENSION & TYPE OF EXCAVATION: DATE LOGGED: <br /> 8" STEM AUGER DRILL RIG DIAMETER AUGER BORING 12/03/97 <br /> y SURFACE ELEVATION: GROUNDWATER DEPTH: LOGGED BY: BORING No: <br /> EXISTING ELEVATION > 60' MJB B-5 <br /> J a W <br /> FIELD DESCRIPTION AND CLASSIFICATION <br /> m EL3�n <br /> J <br /> H M N M 0~ a 0 <br /> r w vLi <br /> ri c� vai m n DESCRIPTION AND REMARKS � w-1i <br /> CL <br /> m o) (Grain size, Density, Moisture, Color) vi <br /> 2 ~Q <br /> CL <br /> 0 6" CONCRETE OVER 4" GRAVEL CL <br /> SILTY CLAY, VERY STIFF, MOIST, DARK BROWN. CL <br /> SILTY FINE TO MEDIUM SAND, DENSE, MOIST, SM <br /> REDDISH BROWN. <br /> 5 <br /> 45 0 830 <br /> •�t�t i:i <br /> r?`•t<! BECOMES MEDIUM DENSE. <br /> 10 <br /> a{.k! 16 0 840 <br /> FINE TO MEDIUM SAND, DENSE, MOIST, REDDISH BROWN. SP <br /> .r <br /> 15 <br /> 30 0 850 <br /> r <br /> 20j. 25 <br /> 0 855 <br /> INCLUDES WELL ROUNDED GRAVEL. SP <br /> 25 32 <br /> _ 0 905 <br /> FINE TO MEDIUM SAND, DENSE, MOIST, REDDISH BROWN. SP <br /> TOTAL DEPTH = 30.0 FT. <br /> NO GROUNDWATER ENCOUNTERED <br /> NO CAVING <br /> 30 BORING GROUTED: 12/03/97 p 1 915 <br /> r <br /> ( ) VALUE AS PER SIMILAR SOIL TYPE ANTHONY-TAYLOR CONSULTANTS <br /> 1 WATER TABLE .. .,.. �,—. <br /> }]AD VM,si A..,D Ma]E.IYeM An,•M f)t bwl LFA A.I L'3 u D".l/ti•!DD <br /> ® LOOSE BAG SAMPLE Em"W �Ju4Db b11 2-70 m:�;� "nor D�m°" <br /> ❑ SPT SAMPLE JOB NAME: <br /> DRIVE SAMPLE PROPOSED AUTOZONE—STOCKTON <br /> r * NO SAMPLE RECOVERY SITE ADDRESS: <br /> * DISTURBED SAMPLE 1100 N. WILSON WAY STOCKTON CA <br /> # DISTURBED BLOWCOUNT NO. JOB NUMBER: REVIEWED BY: DATE: FIG. NO. <br /> 97-0782 1 MJB 12/11/97 Ila <br />