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' Ar A,S0 IAT INC.
<br /> 1117 tone%Jae.,Sud B,t Lilo do,Mdo„ia,Mi LOG OF WELL I W2
<br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON. CA PROJECT NO. 54.26823.0002
<br /> COMMENTS; PAGE._OF 3
<br /> WELL DEPTH PID SAMPLE ID UTHOLOGIC DESCRIPTION
<br /> DETAIL FT. PPM BLOWCOUNT LOG
<br /> 8
<br /> ' 86 OL
<br /> 81.5/85.0-86.5/40.0'ORGANIC SILT (OL): 309' FINE SAND; 70% FINES; LOW
<br /> DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, BROWN
<br /> 88 COLOR, NO ODOR, ORGANICS, WET, WEAK CEMENTATION
<br /> ' 90 42
<br /> 4 50/4 OH
<br /> ' 92 86.5/90.0-91.5/95.0 ORGANIC CLAY (OH): 100% FINES; MEDIUM DRY
<br /> STRENGTH, MEDIUM TOUGHNESS, MEDIUM PLASTICITY,
<br /> BROWN COLOR, NO ODOR, ORGANICS, WET, WEAK
<br /> CEMENTATION
<br /> _94— —\—
<br /> ' 3 IW2— 28
<br /> _96- 95.0 50 ML
<br /> 1.5/95.0--96.5/100,OINORGANIC SILT (ML): 100% FINES; MEDIUM DRY
<br /> ' STRENGTH, LOW TOUGHNESS, NO PLASTICITY, BROWN
<br /> 98 COLOR, NO ODOR, NO ORGANICS, WET, WEAK
<br /> CEMENTATION
<br /> _100— 3 36
<br /> so ML
<br /> RY
<br /> 10 46.5/100.0-101.5/144.0' INORGANIC SILT STRENGTH, LOW TOUGHNESS, NOS; MEDIUM D
<br /> PLASTICITY, BROWN
<br /> COLOR, NO ODOR, NO ORGANICS, WET, WEAK
<br /> CEMENTATION
<br /> -404--
<br /> 2
<br /> 2 40
<br /> 10 50 SM
<br /> ' 101.5/105.0-106.5/110.0'SAND (SM): 80% FINE, POORLY GRADED SAND; LOW
<br /> DRY STRENGTH, BROWN COLOR, NO ODOR, NO
<br /> 10 ORGANICS, WET, WEAK CEMENTATION
<br /> '
<br /> 2 34
<br /> 19 50 SP
<br /> 106.5/109.0-110.0' SAND (SP): 100% FINE, POORLY GRADED SAND;
<br /> LOW DRY STRENGTH, BROWN COLOR, NO ODOR, NO
<br /> 1 i 2 ORGANICS, WET, WEAK CEMENTATION
<br /> -414-
<br /> -116 1i
<br /> ' 11
<br /> i2
<br /> _122
<br /> 2
<br /> 12
<br /> 12
<br />
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