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ASSOCIATES INC. <br /> 1111 tone P*k Salle It Wo,CaSlani 45351 <br /> PROJECT rl LOG of WELL Mw6 i <br /> LOCATION IDATE DRILLED LOGGED BY 1 805 A PROJECT NO. X2590.0001 <br /> ?ILLING COMPANY UW Qgir_LING INC REVIEWED BY._ JEANIVF HnC474t 0 1 <br /> ORE HOLE DIAMETER 8 Iu DRILLER _ METHOD _HOLfnUCFR <br /> DEPTH DRILLED _ 26.5 FT DEPTH TO WATER INITIAL _ 15 FT STATICL <br /> CASING TYPE PVA` DIAMETER _ 2 IN_ SCHEDULE _AQ INTERVAL <br /> SCREEN TYPE -EVC DIAMETER n FT TO <br /> —_7�rL SLOT SIZE _Q Q2D J)+� INTERVAL 5 FTTO ��� <br /> FILTER PACK TYPE <br /> SURFACE SEAL TYPE NE6T CEMENT OVER AFNIONITE <br /> INTERVAL — 4.5, ET TO - 26.5 }T <br /> INTERVAL <br /> COMMENTS: TO <br /> WELL DEPTH PIU SAMPLE ID LITHOLOGiC PAGE 1 OF_L__ <br /> DETAIL FT. PPM BLOWCOUNT LOG DESCRIPTION <br /> 0-1.5' - ROAD BASE MATERIAL <br /> 2 1.5-2' - SAND <br /> 2-11.5/15' LEAN CLAY (CL): <15% FINE, POORLY GRACED SAND; >85% <br /> _ CL <br /> 6 5 3 FINES; NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY, <br /> ;3 <br /> OLIVE CRAY, NO PRODUCT ODOR, NO ORGANICS, ORY-MOIST, <br /> WEAK CEMENTATION, HOMOGENOUS <br /> 8 <br /> — 10 cc'MW6-10.5 r <br /> 5 15 <br /> 11 <br /> 12 <br /> 5 <br /> _ } 5 fi 5C <br /> lfi 7 11.5/15-16.5/20 CLAYEY SAND (SC): 60% FINE-MEDIUM, POORLY GRADED SAND: <br /> f 40% FINES; OLIVE GRAY, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> — 1 B WEAK CEMENTATION, HOMOGENOUS fff <br /> CC-MW6-205 <br /> 20 5 1 t <br /> — i <br /> 22 <br /> s <br /> = 16.5/20-26.5' POORLY GRADED SAND (SP): >45% FINE-MEDIUM, POORLY GRADED <br /> 5P SAND; <5% FINES; MEDIUM YELLOW BROWN, NO PRODUCT ODOR, NO <br /> = 24 ORGANICS. WET, WEAK CEMENTATION, HOMOGENOUS <br /> 5 CG-MW6-25.5 <br /> 26 <br /> 26 32 <br /> 35 <br /> 28 <br /> 30 <br /> I 32 <br /> 34 <br /> �' 36 <br /> 38 <br /> 40- <br /> 42 <br />