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i <br /> = PROJECT NUMBER BORING NUMBER <br /> - f3AE31604.AS.11 Ski-3 <br /> { � SHEET 1 OF i-._ <br /> SOIL BORING LOG <br /> PROJECT Del Monte Plant 33 LOCATION 5lockton, CA <br /> ELEVATION 20 ft. NGVD (TOC) DRILLING CONTRACTOR Gregg Drilling, Inc. <br /> DRILLING METHOD AND EQUIPMENT 8" OD Hollow Stem Auger, <br /> WATER LEVELS ,Approx. 70 ft bqs -START 1`19-9$ FINISH 1-10-95 LOGGER T, Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> r` oLL PENETRATION <br /> { " ; mj a z cc RESULTS SOIL NAME,USCS GROUP SYMBOL, COL OR, DEPTH OF CASING, DRILLING RAT <br /> Ar w MOISTURE CONTENT, RELATIVE DENSITY of pRILLING FLUID LOSS <br /> I� w wm og• _g _g• OR CONSISTENCY, SOIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> CLkWM �` r� w (N} MINERALOGY No <br /> I o N l'-z Ir to ., <br /> ` LEAN CLAY from 0-70' described from <br /> autjel cuttings" Begin sampitrn(1 al 70 ft." <br /> JF <br /> f <br /> { <br /> 70 <br /> 70.0 CLAYEY SAND (5C}, dark yell. brown <br /> SS-1 I 28 50/6" (10YR, 5/6), 35% low plass. fines, 65% fine <br /> 715 ( 50) to medium grained sand, very dense, wet, <br /> no odor, interbedded with clay <br /> { <br /> f <br /> l <br /> 75.0 7S . . . . <br /> • ',AN[],( CLAY (l.:L), 65% low plasticity <br /> Ifs i. .i4 1 nr• t?,'3 lair- to Gnrir e Sanrl. tiacr-, <br /> Mi,U:' ;I,lrn COITIMr)li, dt-1:caholl <br /> ;.i,mimrur, 1yl.,r."Aly uuuurs ,is <br /> it J Iille- 1 moil (a d[:ks, (lamp <br /> 80,D 8(1 CLAYEY SANO (SC), 20% low plasticity Hydropunch pushed an additions <br /> fines, 80% fine 10 medium sand, dessicalion <br /> SS-3 1.5 kG 11features common, mottled color, wel 4 feet to recover groundwater <br /> 815 (53)) sample. <br /> Boring yrouled to sufate using <br /> ` Total Uep1Yr = 81.5 feet Portland Cement slurry. <br /> I " <br /> 65.0 <br />