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ArC <br /> ASSOCIATES X. <br /> 1117 Lone P*tie,Std R IlAsto,C1r:h*9ZI LOG OF WELL Mw6c <br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON, CA PROJECT NO. 54.26823.0002 <br /> COMMENTS: PAGE-1-OF 3 <br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPS SLOWCOUNT LOG <br /> 86 <br /> 88 <br /> ' SAMPLES NOT COLLECTED ABOVE 90 FEET <br /> 9D <br /> 222 <br /> MH <br /> ' 92 90-94/95' SANDY SILT (MH): 40' SAND; FINE GRAINED; POORLY <br /> GRADED; 60% FINES; LOW DRY STRENGTH, MEDIUM <br /> TOUGHNESS, LOW PLASTICITY, SOFT; BROWN COLOR, <br /> SLIGHT ODOR, NO ORGANICS, WET, WEAK CEMENTATION <br /> 94 <br /> 96 MH <br /> 84 94/95-99/100 SANDY SILT (MH): 20% SAND; FINE GRAINED; POORLY <br /> ' GRADED; 807: FINES; LOW DRY STRENGTH, MEDIUM <br /> 98TOUGHNESS, LOW PLASTICITY, SOFT-MEDIUM STIFFNESS; <br /> BROWN COLOR, NO-SLIGHT ODOR, ORGANICS, WET, WEAK <br /> 10 CEMENTATION <br /> ' <br /> 5P <br /> 99/100-104' <br /> 102- SAND (SP): 90% FINE, POORLY GRADED SAND; 107. <br /> 104 FINES; LOW DRY STRENGTH, BROWN COLOR, SLIGHT <br /> ODOR, NO ORGANICS, WET, WEAK CEMENTATION <br /> 10 <br /> 10 <br /> NO RECOVERY FROM 104 TO 110 FEET <br /> O <br /> 11 <br /> 3.0 <br /> ' -112- <br /> --414- <br /> 16' 11 <br /> ' 11 <br /> 12 <br /> 12 <br /> 12 <br /> 12 <br /> 12 <br />