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i ASSOCIATES INC. tt171nre Pdm k so It mmo,0>Dwk E51 LOG OF WELL MW9 I PROJECT GLOVER PROPERTY LOCATION 7675 WEST ELEVENTH ST. TRACY, CA PROJECT NO. 54,17861A1001 DATE DRILLED 8/31109 LOGGED BY JOHN SO I MAN REVIEWED BY IEANNE HOMSEY 047410 i DRILLING COMPANY RSI DRILLING ING DRILLER JORGE MORALES METHOD HOLI W STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED 26.5 FT DEPTH TO WATER : INITIAL 11 FT STATIC FT i CASING TYPE PVC DIAMETER 2 IN SCHEDULE , 40 INTERVAL 0 FT TO 10 FT i SCREEN TYPE __PVC DIAMETER 2 IN SLOT SIZE 0.010 1N INTERVAL 5 FT TO25 SET FILTER PACK TYPE 2/12 SAND INTERVAL 3 FT TO SURFACE SEAL TYPE NEAT CEMENT OVER BFNTONITE INTERVAL 0 FT TO _8_..._,FT COMMENTS: PAGE I OFA" WELL DEPTH PID SAMPLE 10 UTHOLOGIC DESCRIPTION DETAIL FT. (PPM) BLOWCOUNT LOG 0-2" — Asphalt 2 i 4 t2 CL 2/5-6.5/to' SILTY CLAY (CL); BROWN; STIFF; DRY. NO ODOR; 1007, 6 1016 14 FINES; MEDIUM PLASTICITY; NO CEMENTATION (; 4- •li t 10 3 CLAYEY SAND (SC); BROWN; MOIST—WET; MEDIUM DENSE; 3 Sc 60% SAND; 40% FINES; POORLY GRADED; LOW 2 _ /10-2t.5/25' 12 120 SP PLASTICITY; NO CEMENTATION i 3 SAND (SP); BROWN; WET; MEDIUM DENSE; FINE GRAINED; ¢ a 100% SAND; POORLY GRADED; NON PLASTIC; NO CEMENTATION 14 i0 SM ^% 16 45 32 SILTY FINE GRAINED SAND (SM); BROWN; WET; DENSE; p ` 70% SAND; 30% FINES; POORLY GRADED; NON PLASTIC; NO CEMENTATION - I 20 86 6 SP CLAY (CL); VERY STIFF; BROWN; MOIST; 100% FINES; POORLY GRADED; MEDIUM PLASTICITY; NO CEMENTATION h; `1 22 24 CL 21.5/25'-26.5' SANDY CLAY (CL); MEDIUM TO FINE GRAINED SAND; c;.•i.'.y�,'i. 26 '43 t BROWN; WET; MEDIUM STIFF; 20% SAND; 80% FINES; ;':,;•,: POORLY GRADED; MEDIUM PLASTICITY; NO CEMENTATION —28— _30- -32- -34- -36— _38- 40- 42 830323436384042