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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 /> •`. SURFACE ELEVATION: GROUNDWATER DEPTH: LOGGED BY: BORING No: <br /> EXISTING ELEVATION > 60' MJB B-7 <br /> JFIELD DESCRIPTION AND CLASSIFICATION <br /> a. Lv n <br /> O J <br /> = ch Q a-m Ln :1 O d O <br /> CL <br /> N Q N m DESCRIPTION AND REMARKS N a <br /> m (Grain size, Density, Moisture, Color) Lri v <br /> p ~Q <br /> p CL N <br /> ~ 0 6" CONCRETE OVER 4" GRAVEL CL <br /> SILTY CLAY, VERY STIFF, DAMP, DARK GRAY. CL <br /> SILTY FINE TO MEDIUM SAND, DENSE, REDDISH BROWN. SM <br /> 36 0 1 105 <br /> 10 :r{1! <br /> alt;! 37 0 1 1 15 <br /> t: .I <br /> 15 t ! <br /> 17 <br /> 4. 0 1120 <br /> !: � <br /> 20 <br /> 23 0 1125 <br /> T. <br /> @ 23' BECOMES VERY MOIST. <br /> •;t:1:.1::1 <br /> .:t:I:•t..l <br /> 2 5 <br /> 14 0 1130 <br /> t.!:,t:! TOTAL DEPTH = 30.0 FT. <br /> r!: ! NO GROUNDWATER ENCOUNTERED <br /> NO CAVING <br /> a:f;t:i BORING GROUTED: 12/03/97 0 1145 <br /> ( ) VALUE AS PER SIMILAR SOIL TYPE ANTHONY-TAYLOR CONSULTANTS <br /> 1 WATER TABLE .- <br /> 72�0 V4u,sa•w.,G MLt E.LMneY�.w.•.N Aa banl Lar ReY a],a Y e.a.Ln.,IapD <br /> LOOSE BAG SAMPLEEa.....,u 9tD]a Me,. G. a�aa! x,.G !61)i Lww,.rav aau <br /> �na�na.aa00 Inq IO-SaD Ia001 aa.--+a.e 1r0a�rb-ero <br /> Q 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. JOB NUMBS: REVIEWED BY: DA <br /> TE: FIG. NO. I1C <br />