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A■IirASSOCIATES INC LOG OF WELL MW6 <br /> L <br /> 1111 lore I'do k lr swIlt l Yod o.cwff 4 mi <br /> PROJECT CONTI GROUP LOCATION _1805 HARBOR STREET, STOCKTON._CA PROJECT NO 54- 2500,9001 <br /> ATE DRILLED 06130 00 LOGGED BY TOM LUTTERMAN REVIEWED BY <br /> WILLING COMPANY V&W ORII I ING INC- DRILLER RAI PH MrGAHEX METHOD <br /> RE HOLE DIAMETER 8 IN DEPTH DRILLED 26 5 FT_ DEPTH TO WATER INITIAL -15 El STATIC FT <br /> CASING TYPE PVC DIAMETER _ 2 IM SCHEDULE 40 INTERVAL _, 0 FT TO 5 FT <br /> SCREEN TYPE M DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 5 El TO 95 FT <br /> FILTER PACK TYPE SRl SLIPRFMF SAND NO- 8 __- _. INTERVAL 4-5 ET TO w 28-5 FT_ <br /> SURFACE SEAL TYPE NEAT CEMENT OVER FJENIQNIIF INTERVAL 0 EL TO 4.5 FT <br /> COMMENTS PAGE?OF-1— <br /> WELL <br /> F!WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT (PPM)_ BLOWCOUNT LOG <br /> 0-1 5 - ROAD BASE MATERIAL <br /> 2 1 5-2' - SAND <br /> ' 4 <br /> 2-115/15 LEAN CLAY (CL) <15X FINE, POORLY GRADED SAND n85X <br /> 5 CL FINES, NO OILATANCY MEDIUM TOUGHNESS MEDIUM PLASTICITY, <br /> r 6 5 13 OLIVE GRAY NO PRODUCT ODOR NO ORGANICS DRY-MOIST <br /> ' 18 WEAK CEMENTATION HOMOGENOUS <br /> — B <br /> ' + _ 10 <br /> cc-Mw6-10 5 <br /> 5 B <br /> � 15 <br /> 11 <br /> ' = -12— <br /> _14- <br /> 5 <br /> 12 145 <br /> 16 5 SC <br /> 7 11 5/15-16 5/20 CLAYEY SAND (SC) 80% FINE-MEDIUM POORLY GRADED SAND <br /> 40X FINES OLIVE GRAY NO PRODUCT ODOR NO ORGANICS WET <br /> 18 \ WEAK CEMENTATION HOMOGENOUS <br /> ?= CG-MW6-20 5 <br /> 20 5 1t <br /> f 17 <br /> ' 18 <br /> —22- <br /> 16 5/20-25 5 POORLY GRADED SAND (SP) >95X FINE-MEDIUM, POORLY GRADED <br /> SP SAND <5% FINES MEDIUM YELLOW BROWN, NO PRODUCT ODOR NO <br /> ' 24 ORGANICS WET, WEAK CEMENTATION, HOMOGENOUS <br /> 5 CG-MW6-255 <br /> r 25 <br /> 26 32 <br /> 35 <br /> ' 28 <br /> 30 <br /> 32 <br /> ' 34 <br /> ' 35 <br /> 1-38— <br /> 40 <br /> ' 42 <br />