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�- EXCAVATION' LOG <br /> f <br /> ! EQUIPMENT: DIMENSION & TYPE OF EXCAVATION: DATE LOGGED: <br /> 8" STEM AUGER DRILL RIG DIAMETER AUGER BORING 12/03/97 I <br /> SURFACE ELEVATION: GROUNDWATER DEPTH: ; LOGGED BY: BORING No: <br /> EXISTING ELEVATION > 60' MJB B-6 <br /> LJ <br /> Ip C <br /> FIELD DESCRIPTION AND CLASSIFICATION i <br /> LLJo <br /> = m a �- 30� a o <br /> w N m N m DESCRIPTION AND REMARKS v ii ; <br /> m Ov (Grain size, Density, Moisture, Color) vi 2 F-a <br /> r. n N <br /> it <br /> 0 6" CONCRETE OVER 4" GRAVEL CL <br /> r SILTY CLAY, VERY STIFF, DAMP, DARK GRAY. CL <br /> L.a I <br /> II r <br /> SILTY FINE TO MEDIUM SAND, MEDIUM DENSE, SM I <br /> 5 a.L`t:a REDDISH BROWN. <br /> 22 0 955 <br /> 3.1 <br /> L _ .t..! <br /> .{..t.! I <br /> 10 <br /> r t:! 23 0 1010 <br /> t la:I <br /> FINE TO MEDIUM SAND, MEDIUM DENSE, REDDISH BROWN. SM <br /> 28 0 1015 <br /> a. t.. <br /> 20 <br /> .r f ra 25 0 1020 <br /> a:l:ta <br /> 25 t:!•1<! <br /> r�t:t 18 <br /> :t.,l 0 1020 <br /> a l•T;! TOTAL DEPTH = 30.0 FT. <br /> NO GROUNDWATER ENCOUNTERED <br /> NO CAVING j <br /> •:r!:.t:.I <br /> r!:•t:! BORING GROUTED: 12/03/92 <br /> ! .I 13 0 1035 <br /> O VALUE AS PER SIMILAR SOIL TYPE ANTHONY—TAYLOR CONSULTANTS <br /> 1 WATER TABLE a.Y.. .,.w. �...._... I <br /> ]NB VFrYaa Ar..,B My E.LlnsaF AwIN BlB Orml LIr Bene 3i1B AY BW Lwa IBBB <br /> IX LOOSE BAG SAMPLE E.c.�ae.a 9xox. O mpr, . Bx9BB aq,V 9B]i w V.,.,B B94 <br /> tYeot rxmeo t>,At xu-B.Yo teoot xa-xese boa+vmo <br /> i <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 /> JOB NUMBER:, REVIEWED BY: DATE: FIG. NO. <br /> # 97-0782 '' <br /> DISTURBED BLOWCOUNT NO. MJB 12/11/97 11b <br />