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EXCAVATIONLOG <br /> EQUIPMENT: DIMENSION & TYPE OF EXCAVATION: DATE LOGGED: <br /> 8" STEM AUGER DRILL RIG DIAMETER AUGER BORING 12/03/97 <br /> SURFACE ELEVATION: GROUNDWATER DEPTH: LOGGED BY: BORING No: <br /> EXISTING ELEVATION > 60' MJB B-8 <br /> IIS <br /> w FIELD DESCRIPTION AND CLASSIRCATION _ <br /> J <br /> l� J d W <br /> m a 3 V) E <br /> a N cn N 0 0- <br /> m� DESCRIPTION AND REMARKS v Uj d <br /> m Lv (Grain size, Density, Moisture, Color) vi o �-Q <br /> CL <br /> 6" CONCRETE OVER 4" GRAVEL CL <br /> SILTY CLAY, VERY STIFF, DAMP, DARK GRAY', CL <br /> C II <br /> SILTY FINE TO MEDIUM SAND, MEDIUM DENSE, SM <br /> REDDISH BROWN. <br /> C 5 <br /> 25 0 1235 <br /> 'i <br /> Cr!a:! 20 0 1240 <br /> :t. t <br /> .,,j •:r l:.t:.l <br /> 15 <br /> 18 10 1250 <br /> FINE TO MEDIUM SAND, MEDIUM DENSE, MOIST, SM <br /> REDDISH BROWN. <br /> 2 0 t.. <br /> 14 0 1255 <br /> t•t.t.t <br /> BECOMES DAMP. <br /> 25 <br /> 16 0 1300 <br /> t:rl.r.:! <br /> a+'.,:I <br /> TOTAL DEPTH = 30.0 FT. <br /> NO GROUNDWATER ENCOUNTERED <br /> r!'t NO CAVING <br /> t:'::t:i 19 BORING GROUTED: 12/03/971 0 1305 <br /> O VALUE AS PER SIMILAR SOIL TYPE ANTHONY-TAYLOR CONSULTANTS <br /> 1 WATER TABLE _: .... ..e- �....-... <br /> t]40 VM.,aC.w..B Mot E.L.e.ln.w ♦448 M bnl LM NM yn Y BW L...,IOp <br /> ® LOOSE BAG SAMPLE E.c.MGe. , ,mt, b.a•.ca 9M,t a,,4 ,a„{ ..v.,.,NV GIEG <br /> SPT SAMPLE JOB NAME: <br /> DRIVE SAMPLE PROPOSEDI AUTOZONE—.STOCKTON <br /> �k * NO SAMPLE RECOVERY SITE ADDRESSii <br /> �k DISTURBED SAMPLE 1100 N. WILSON WAY, STOCKTON, CA <br /> # DISTURBED BLOWCOUNT No. JOB N0782: 'I REVIEWED <br /> JIEWED BY: 12T1 1/97 FIG. N�11 <br />