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I , <br /> ASSOCIATES INC. M <br /> 1111 Ione POIm Are.,guile 8,Yodeslo,Cofifomia,95,151 LOG OF BORING S B 9 <br /> r LOORE <br /> ROJECT CONTI GROUP LOCATION PROJECT NO. 54,62500.0001 <br /> ATE DRILLED �a/7,QfQQ LOGGED BY TDM LUTTERMaN REVIEWED BY JEANNE HOMSEY C47119 <br /> RILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH HOLE DIAMETER 1.5 IN DEPTH DRILLED T21 FT DEPTH TO WATER : INITIAL 19 FT STATIC FT , <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO _ T 1 <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO — - FT a <br /> FILTER PACK TYPE NA INTERVAL - F7 TO FT <br /> SURFACE SEAL TYPE CEMENT SLURRY INTERVAL FT TO FT 1 <br /> COMMENTS: PAGE 1 OF--!— <br /> WELL <br /> 1WELL DEPTH PIO SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL Ff. PPM BLOWCOUNT LOG <br /> L 0 - 2" ASPHALT <br /> L2 <br /> 4 <br /> 5 <br /> 6 <br /> 8 CL <br /> CG-SB9-10' 2"-16/19' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >85% FINES; NO <br /> DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY, MODERATE BROWN, <br /> NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION, <br /> 5 <br /> S0 HOMOGENOUS <br /> 12 <br /> —14- <br /> 5 <br /> 45 CG-584-15' <br /> —16- <br /> 18 <br /> fii8 <br /> SP <br /> 20 5 16/19-21' POORLY GRADED SAND (SP): >95% FINE-MEDIUM, POORLY GRADED SAND; <br /> <5% FINES; OLIVE GRAY, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> 22 CG-S89-W WEAK CEMENTATION, HOMOGENOUS <br /> 24 <br /> 26 <br /> —211- <br /> 30 <br /> 830 <br /> C 32 <br /> I � 34 <br /> 36 <br /> 38 <br /> e <br /> IP �; <br /> 411 <br />