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GRAPHIC GEOTECHNICAL BORING LOG PAGE _L OF
<br /> CLIENT Mont omer Ward & Co Incor orated PROJECT NO 1232 DRILL HOLE MW-5
<br /> SITE LOCATION 5400 Pacific Avenue Stockton California
<br /> P
<br /> LLING CO V & W Drilling TYPE OF RIG B-61 HDX Hi Tor ueLLING METHOD/EQUIPMENT Cont Flight HSA HOLE DIAMETER 12"
<br />' DRIVE WEIGHT/HEIGHT OF DROP 140#32" drop REFERENCE OR DATUM Ground Level
<br /> START DATE 1/24/95 COMPLETION DATE 1/24/95
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<br /> h �LU� Q ur 0 �uo}�-U 1� Vollowing order. LITHOLOGY, color,grails size,sorting, ar39uii rnty,
<br /> L11 w (D 2 Q £gyp_ 2 �Q �`¢<13� fpssils, consistency; vvetness
<br /> L11Z �� tai 0 ace P apC U1�13�
<br /> ML 03 4" Asphalt
<br />' 4"-4' CLAYEY SILT, rare fine sand, moderately moist,
<br /> moderately dense
<br /> 5 7 0730 0 4-5 5' CLAYEY SILT, brown, rare fine sand, moderately
<br />' 15 moist, moderately dense
<br /> 19 5 5-9' CLAYEY SILT, brown, rare fine sand, moderately
<br /> moist, moderately dense
<br /> 10 19 0735 0 9-10 5' CLAYEY SILT, brown, rare fine sand, moderately
<br /> 23 moist, moderately dense
<br /> 29 10 5-14' CLAYEY SILT, dark brown, rare fine sand,
<br /> moderately moist, dense
<br /> 1 5 3 0740 0 14-15 5' CLAYEY SILT, brown, rare sand, moderately moist,
<br /> 50X6 dense
<br />' 15 5-19' CLAYEY SILT, brown, trace sand, moderately
<br /> moist, dense
<br />' 20 13 0745 4 19-20 5' SILT, brown, rare fine sand, moderately moist,
<br /> 20 moderately dense
<br /> 24 20 5-24' CLAYEY SILT, dark brown, trace sand, moderately
<br /> moist, moderately dense
<br />' 6 0800 5 24-25 5' SANDY SILT, brown with graystreaks rare clay,
<br /> 25 7 moderately moist, moderately densy�
<br /> 17 25 5-29' SANDY SILT, brown with gray streaks, rare clay,
<br /> moderately moist, moderately dense
<br />' 30 27 0810 3 29-30 5' SANDY SILT, brown with gray streaks, rare clay,
<br /> moderately moist, moderately dense
<br /> 34 30 5-34' SANDY SILT, brown with gray streaks, rare clay,
<br /> El moderately moist, moderately dense
<br /> 35 I 9 34-35 5' SANDY SILT, brown with gray streaks, rare clay,
<br /> Continued Next Page
<br /> 6 NOTES
<br /> TD Drilled 68 feet TD sampled 65 5 feet Ground water encountered at 51 feet No caving Boring
<br /> MW-5 converted into ground water monitoring well MW-5
<br /> isENVIRONMENTAL AUDIT, INC NOTE This Boring Log Represents Conditions Only at Time and Location
<br /> Indicated Subsurface Conditions May Differ at Other Locations
<br /> and Times
<br /> LOGGED BY CPD DATE 01/24/95 APPROVED BY FSM RG # 4248
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