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GEOLOGIC Q R L L L 0 G PROJECT PROJECT NUMBER SHEET NO HOLE NUMBER
<br /> Earth Gralns/Rainbo Baking Co 125997 1 of 2 MW--9
<br /> SITE COORDINATES LOGGED BY CHECKED BY
<br /> 2051 South Alrport Way, Stockton, CAI I Kyle S Flory David Tight
<br />' BEGUN COMPLETED ILLER DRILL EQUIPMENT BORING DIA TOTAL DEPTH
<br /> 3/17/94 1 3/17/94 I BSK and Associates Hollow Stem Auger 10" 75 ft
<br /> CORE:RECOVERY (FT/%) CORE BOXES I SAMPLES CASING STICKUP 1GROUNDELEV DEPTH/ELEV GROUND WATER DEPTH/ELEV TOP OF ROCK
<br /> NA / NA NA NA NAI 5B NA/NA
<br />' SAMPLE TYPE CASING DIA/LENGTH NOTES
<br /> Split Spoon Sampling 4 inches/74 feet
<br /> 2 ,- [f] CD
<br /> m o DRILLING NOTES
<br />' C c o _ DESCRIPTION AND CLASSIFICATION water levels,
<br /> C3,a o? LAYER density, grain size/shape, color, structure water return
<br /> CL u .A m Depth wCL compositlan, sorting,texture,moisture character of drilling,
<br /> or s o c facies, odor etc
<br /> CC
<br /> FM CL. t CD
<br />' 3 ASPHALT — 4" thick
<br /> 10 BASE COURSE — 3!4"crushed rock, B" thick
<br />' FILL — SILTY CLAY (CL),Black (75YR,
<br /> 30- 2 5/1), 100%low plasticity lines, trace very
<br /> fine sand, moist, stiff,no hydrocarbon odor
<br /> SILT (ML), Light yellowish brown (10YR, 5/0), `
<br /> ML 5 100% low plasticity lines, dry, stiff, no
<br /> 1 hydrocarbon odor
<br /> t
<br /> 80-
<br /> CL
<br /> 0 CL SILTY CLAY (CL), Dark yellowish brown
<br /> (10YR, 414),95-100%low plasticity lines,
<br /> 10 trace-5% very fine sand, moist, stiff,no
<br /> hydrocarbon odor
<br /> t3 0
<br />' CLAYEY SILT (ML), Brown (IOYR, 4/3),t00%
<br /> 0 12/12 25 ML 15 low plasticity fines, abundant caliche,dry,
<br /> 74/0" stiff,no hydrocarbon odor
<br />' 20
<br /> I
<br /> 0 18/18 17 25 @25 feet Minor caliche,abundant mica,
<br /> 33 Iran—oxide staining,moist
<br /> 34
<br /> 30
<br /> 3i 0
<br /> CL SILTY CLAY (CL), Brown (7 5YR, 4/4),
<br /> 95-100% low plasticity fines, trace-5% very
<br /> fine sand, minor mica, dry, very still, no
<br /> hydrocarbon odor
<br /> BUrlington Environmental Inc
<br />
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