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EXCAVATIONIi LOGY <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-9 I <br /> C � I <br /> J a W RELD DESCRIPTION AND CLASSIFICATION <br /> w V) CD N m D DESCRIPTION AND REMARKS vi a W W <br /> p v " �a <br /> m L) (Grain size, Density, Moisture, Colors cn F= <br /> a- 1 <br /> C <br /> 6" CONCRETE OVER 4" GRAVEL CL <br /> SILTY CLAY, DAMP, VERY STIFF, DARK GRAY, CL <br /> I <br /> i <br /> 5 <br /> 27 SILTY FINE TO MEDIUM SAND, MEDIUM DENSE, MOIST, SM 0 1330 <br /> t:I REDDISH BROWN. <br /> 16 0 1335 <br /> BECOMES VERY MOIST, DARK YELLOWISH BROWN. SM <br /> 1 I:.! <br /> 15 <br /> :•`�'{`t;� 11 0 1345 <br /> 20 a.{ <br /> i a <br /> 17 0 1350 <br /> } <br /> 3 <br /> L 25 <br /> 17 123 1355 1 <br /> TOTAL DEPTH = 30.0 FT. <br /> NO GROUNDWATER ENCOUNTERED <br /> NO CAVING ) <br /> {�t{ j! <br /> 4r:{ 27 BORING GROUTED: 12/03/97] 27 1405 <br /> O VALUE AS PER SIMILAR SOIL TYPE <br /> ANTHONY-TAYLOR CONSULTANTS <br /> 1 WATER TABLE �:;.,,.�.,.,., B._..�.,.,�, ,,,,.,,. �...,,_..,, k <br /> >?aB�VN.Isa M..B wa,E.laceM AH,•aa9 B76 Orml LYw Mom 3t,S N Bab Ls..•]OB <br /> ® LOOSE BAG SAMPLE Ek. ae•4 930 oaa•.ca BMBp aq,V f6l,B a.Vyaa BV BBb <br /> iBol TlB.BBBO mN tss-S.ra IeoDl x�,ba0 roa,B-� P <br /> SPT SAMPLE j <br /> ❑ J08 NAME: <br /> r DRIVE SAMPLE PROPOSED'III AUTOZONE—STOCKTON <br /> L * * NO SAMPLE RECOVERY SITE ADDRESS':; <br /> * DISTURBED SAMPLE 1100 N. WILSON WAY STOCKTON, CA <br /> DISTURBED BLOWCOUNT NO. JOB NUMBER: 'I REVIEWED BY: DATE: FIG. NO. <br /> 97-0782 MJB 12/11/97 Ile <br />