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EXCAVATION ';LOG <br /> EQUIPMENT: DIMENSION & TYPE OF EXCAVATION: rl <br /> 8" STEM AUGER DRILL RIG DIAMETER AUGER BORING DATE LOGGED: <br /> r 12/03/97 <br /> SURFACE ELEVATION: GROUNDWATER DEPTH: LOGGED BY: BORING No: <br /> EXISTING ELEVATION > 60' M, 13-11 <br /> C <br /> 1 i <br /> FIELD DESCRIPTION AND CLASSIFICATION <br /> w w n w <br /> i = m Q a 30 <br /> aN <br /> E <br /> a m . <br /> DESCRIPTION AND REMARKS <br /> Uj <br /> EL <br /> (Grain size, Density, Moisture, Color) = o_ Q <br /> m <br /> CL <br />' 6" CONCRETE OVER 4" GRAVEL <br /> CL <br /> r SILTY CLAY, STIFF, DAMP, DARK GRAY. CL <br /> SILTY FINE TO MEDIUM SAND, DENSE, MOIST;t SM t REDDISH BROWN. <br /> 32 0 1540 { <br /> t t.. <br /> ttt:i i <br /> 10 <br /> 26 0 1545 <br /> 15 {t.! <br /> t.t i t 27 0 1550 <br /> l r! L. <br /> I� � I.t.{.t•t '{ <br /> 20 <br /> 18 0 1555 <br /> 25 C!k! <br /> 19 0 1600 <br /> i <br /> t� <br /> TOTAL DEPTH = 3 0.0 FT. <br /> NO GROUNDWATER ENCOUNTERED,' <br /> NO CAVING <br /> C C :i 27 BORING GROUTED: 12/03/97 0 1605 <br /> H <br /> O VALUE AS PER SIMILAR SOIL TYPE <br /> ANTHONY-TAYLOR CONSULTANTS <br /> 1 WATER TABLE <br /> 110 VMIaC 9f,B NIt E.Lrt°aF♦w.,•°M At Orml LM R°°1 Sf13 N BMs l°n°,•>Of <br /> ® LOOSE BAG SAMPLE sl,V 9-6 n <br /> 1 11ea111lsBeoo lnN f6B-�1a IeoDi x�-1B.lo rats nf.em t <br /> SPT SAMPLE JOB NAME: <br /> DRIVE SAMPLE PROPOSED ',AUTOZONE—STOCKTON <br /> * NO SAMPLE RECOVERY SITE ADDRESS: <br /> * DISTURBED SAMPLE 1100 N. WILSON WAY, STOCKTON, CA <br /> # DISTURBED BLOWCOUNT No. J97 07882: l <br /> REVIEWED BY: 112/11/97 <br /> FIG. N0. lig <br /> 3 <br />