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I
<br /> ' Iat'SOCIATES INC.
<br /> 1117 Lone Palm*,se3&Ywmb,Cath*95351 LOG 0 F WELL I W 1
<br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON, CA PROJECT N0. 54.26823.0002
<br /> COMMENTS- PAGE 3 OF 3
<br /> LL DEPTH PID SAMPLE ILITHOLOGIC DESCRIPTION
<br />} DETAIL FT, ppM BLOWCOUNT LOG
<br /> i
<br /> J 23 30
<br /> ' $6 50 ML
<br /> 81.5/85.0-86.5/90.0'INORGANIC SILT (ML): 100% FINES; LOW DRY STRENGTH,
<br /> LOW TOUGHNESS, NO PLASTICITY, BROWN COLOR, NO
<br /> 88 ODOR, NO ORGANICS, WET, WEAK CEMENTATION
<br /> 90 38
<br /> 9 50 OL
<br /> 86.5/90.0-91.5/95.0 ORGANIC SILTY CLAY (OL): 100% FINES; MEDIUM DRY
<br /> 92 STRENGTH, MEDIUM TOUGHNESS, LOW PLASTICITY, BROWN
<br /> COLOR, NO ODOR, ORGANICS, WET, WEAK CEMENTATION
<br /> _94-
<br /> 5
<br /> 4S 5
<br /> 96 95.5 1a CL
<br /> 1.5/95.0-96.5/100.4'SANDY CLAY (CL): 5% FINE--MEDIUM, POORLY GRADED
<br /> SAND; 95% FINES; LOW—MEDIUM DRY STRENGTH, NO
<br /> ' DILATANTCY, MEDIUM TOUGHNESS, LOW—MEDIUM
<br /> 98 PLASTICITY, BROWN COLOR, NO ODOR, NO ORGANICS,
<br /> WET, WEAK CEMENTATION
<br /> ' 10 6
<br /> \—
<br /> 6 5P
<br /> t5 96,5/100.0-101.5/104.0' SAND (SP): 90% FINE—MEDIUM, POORLY GRADED
<br /> p SAND; 10% FINES; LOW DRY STRENGTH, BROWN
<br /> COLOR, NO ODOR, NO ORGANICS, WET, WEAK
<br /> lb
<br />— CEMENTATION
<br /> 4 i
<br /> 6 0
<br /> ' 0 101SP
<br /> 16 10 1.5/105.0-106.5/110.0' SAND (SP): 90% FINE—MEDIUM, POORLY GRADED
<br /> SAND; 10% FINES; LOW DRY STRENGTH, BROWN
<br /> 10 COLOR, NO ODOR, NO ORGANICS, WET, WEAK
<br /> CEMENTATION
<br /> s 5P
<br /> Iw1— s
<br /> 1 3 109.5 �5 106.5/109.0-110.5' SAND (SP): 90% FINE—MEDIUM, POORLY GRADED
<br /> SAND; 10% FINES; LOW DRY STRENGTH, BROWN
<br /> ' 1 COLOR, NO ODOR, NO ORGANICS, WET, WEAK
<br /> CEMENTATION
<br /> 1
<br /> 1 1
<br /> 1 1
<br /> 2
<br /> 2
<br /> 2
<br /> 12
<br /> 12
<br />
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