|
/"W ASSOCIATES INC. LOG OF WELL IW3
<br /> 1117 Low Pdm Aw Sol t Yotksio,CuGlalria,9�1
<br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON, CA PROJECT NO. 54.26823.0002
<br /> COMMENTS- PAGE 3 OF__L_
<br /> -WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION
<br /> DETAIL Fr,) (ppM) BLOWCOUNT LOG
<br /> 2
<br /> 86 CL
<br /> 81.5/85.0-86.5/90.0'INORGANIC CLAY (CL): 10% FINE SAND, 1% FINE GRAVEL;
<br /> 89% FINES; MEDIUM DRY STRENGTH, LOW TOUGHNESS,
<br /> 88 LOW PLASTICITY, BROWN COLOR, NO ODOR, NO
<br /> ORGANICS, WET, WEAK CEMENTATION
<br /> 98
<br /> 5 IW3-90.5 CL
<br /> ' 86.5/90.0-91.5/95.0 INORGANIC SILTY CLAY (CL): 30% MEDIUM SAND; 70%
<br /> 92 FINES; MEDIUM DRY STRENGTH, MEDIUM TOUGHNESS, LOW
<br /> PLASTICITY, BROWN COLOR, NO ODOR, NO ORGANICS,
<br /> WET, WEAK CEMENTATION
<br /> 94
<br /> 33
<br /> 96 5oSM 1.5/95.0-96.0/100.0' SILTY SAND (SM): 70% FINE—MEDIUM--COURSE, WELL
<br /> GRADED SAND; 30% FINES; LOW DRY STRENGTH, LOW
<br /> UN WET, WEAK O PLASTICITY, LOR, NO ODOR,
<br /> 98 NOORGANICS,
<br /> O 24
<br /> E _
<br /> so 5M
<br /> 56.5/100.0-101.0/104.0' SILTY SAND (SM): 70% FINE—MEDIUM--COURSE,
<br /> D WELL GRADED SAND; 30% FINES; HIGH DRY
<br /> STRENGTH, BROWN COLOR, NO ODOR, NO
<br /> ORGANICS, WET, WEAK CEMENTATION
<br /> 0
<br /> 30
<br /> '
<br /> _106— 50 5P
<br /> 101.5/105.0-106.D/110.0' SAND (SP): 90% FINE—MEDIUM, POORLY GRADED
<br /> SAND; 10% FINES; LOW DRY STRENGTH, BROWN
<br /> 0 COLOR, NO ODOR, NO ORGANICS, WET, WEAK
<br /> CEMENTATION
<br /> ' 1 IW3— 12 SP
<br /> 110 109.5 18
<br /> 26 106.5/109.0-110.5' SAND (SP): 100% FINE—MEDIUM—COURSE, WELL
<br /> GRADED SAND; LOW DRY STRENGTH, LOW
<br /> 12 TOUGHNESS, NO PLASTICITY, BROWN COLOR, NO
<br /> ODOR, NO ORGANICS, WET, WEAK CEMENTATION
<br /> 1
<br /> 1
<br /> ' 11
<br /> 2
<br /> 2
<br /> ' 2
<br /> 2
<br /> 2
<br />
|