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1 <br /> ' LOCATION MAP PACIFIC ENVIRONMENTAL GROUP, INC. BORING NO TDD-12 <br /> East Harding Way PAGE 1 OF 1 <br /> PROJECT NO 331-0091A CLIENT THRIFTY #171 <br /> cc <br /> N LOGGED BY DMJ DATE DRILLED 9-26-97 <br /> o — I DRILLER MDE LOCATION 1250 North Wilson Way <br /> U) DRILLING METHOD HSA HOLE DIAMETER 8" <br /> SAMPLING METHOD CALMOD HOLE DEPTH 31 5' <br /> o V CASING TYPE NA WELL DIAMETER NA <br /> Z LTDDl12-�'^' SLOT SIZE NA WELL DEPTH NA <br /> ' SAND PACK NA CASING STICKUP NA <br /> Z J <br /> 6 <br /> LU F ¢ LU <br /> WELL <br /> w Z ¢ w U <br /> COMPLETION � �' r � UJ W F- LITHOLOGY / REMARKS <br /> ' U Z Z 0 0- w ' J ¢ J <br /> 50 0 Q9 dlwi-- ¢ � CM7 O <br /> CL 3-4" ASPHALT <br /> 2-- SILTY CLAY greenish gray, low plasticity, 20-25% silt, <br /> Backfilled 10-15% fine sand, very stiff, moderate product odor <br /> With 4 <br /> Grout Dp 35 29 6 <br /> 1 8 <br /> Dp 100 30 10 @10' as above, moderate product odor <br /> 12 <br /> 14 <br />' Dp 105 33 16 @15' as above, moderate product odor <br /> 18 <br />' <br /> Dp 85 20 @20' as above, faint product odor <br /> 34 <br />' 22 <br /> 24 SM SILTY SAND greenish gray, trace clay, 20-25% silt, <br /> Dp 220 34 26 fine to medium sand, medium dense, faint product <br /> odor <br /> 28 <br /> ML SANDY SILT greenish gray, low plasticity, trace clay, <br /> Dp 5o 27 30 15-20% fine to medium sand, very stiff, faint product <br /> 32 odor <br /> 34 BOTTOM OF BORING AT 31 5' <br />' 36- <br /> 38- <br /> 40- <br /> 2- <br /> 71 <br /> 638402 <br />' 44 <br />