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i <br /> ArC <br /> ASSOCIATES INC <br /> 1260 Graphics lhr Rokb,Ullame, 9U I LOG OF BORING S B 8 <br /> PROJECT FARMER PROPERTY LOCATION 610 NORTH HUNTER STREET STOCKTON CA PROJECT NO 62596 0001 <br /> . DATE DRILLED 3/24/48 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY 047410 <br /> DRILLING COMPANY V&W DRILLING, INC DRILLER ROBERT VICKERY METHOD HOLLOW STEM AUGER <br />' BORE HOLE DIAMETER a IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL 26 FT STATIC N1 A„ FT <br /> CASING TYPE N/A DIAMETER N/A IN SCHEDULE N/A INTERVAL N/A FT TO <br /> SCREEN TYPE NZA DIAMETER N/A IN SLOT S;ZE N/A IN INTERVAL N/A FT TO N 4 <br /> FILTER PACK TYPE NIA INTERVAL N/A FT TO N/A FT <br />' SURFACE SEAL TYPE N/A INTERVAL N/A FT TO N A <br /> COMMENTS PAGE ?CF_Z_ <br /> WELL DEPTH PID SAMPLE ID LITHOLOG;C DESCRIPTION <br />' DETAIL FT PPM BLOWCOUNT LOG _ <br /> 0-3" ASPHALT OVER CONCRETE <br /> 2 <br />' 4 SP <br /> 1 4 8 4"-65/100 POORLY GRADED SAND (SP) >957 FINE-MEDIUM POORLY GRADE <br />' 10 7.SAND <5FINES MODERATE YELLOW BROWN NO PRODUCT ODOR <br /> 6 10 NO ORGANICS DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 8 <br /> 10 <br /> 1 4 4 GW 65/10 O--fl 5/15 0' WELL GRADED GRAVEL (GW) FINE-COARSE WELL GRADED GRAVEL <br />' 4 NO FINES ANGULAR TO SLIGHTLY ROUNDED DUSKY BROWN NO <br /> 12 PRODUCT ODOR ORGANICS, DRY-MOIST WEAK CEMENTATION <br /> HOMOGENOUS <br /> I <br /> M ,4 <br /> 350 3 CL <br /> 16 2 <br /> 3 11 5/15 0-16 5/20 0'LEAN CLAY WITH SAND (CL) >15% FINE POORLY GRADED SAND <br /> <35% FINES, NONE-SLOW DILATANCY, LOW TOUGHNESS, <br /> MEDIUM--HIGH PLASTICITY DUSKY BROWN MODERATE-STRONG <br /> 18 PRODUCT ODOR MOIST WEAK CEMENTATION HOMOGENOUS <br /> 20 50 5 <br /> 5 ML <br /> 9 6_5,420 0,21 5 25 0'SANDY SILT (ML) 407 FINE SAND 60% FINES SLOW <br /> 22 DILATANCY LOW TOUGHNESS LOW PLASTICITY DUSKY BROWN <br /> STRONG PRODUCT ODOR MOIST WEAK CEMENTATION HOMOGENOUS <br /> 24- <br /> 5008 5 <br /> 6 SP <br /> 26 a 0--21 5;25-0-26 5-30 Dn?00RLY GRADED SAND (SP) >95% FINE POORLY GRADED SAND <br /> <5% FINES, STRONG PRODUCT ODOR <br />' 28- <br /> 30 <br /> 8 30 2218 15 SP <br /> 6"5 <br /> 17 Z'3'D"ff=31-5/35"D'PPORLY GRADED SAND (SP) >957: FINE-MEDIUM POORLY GRADED <br /> 20 SAND <5% FINES DARK YELLOW BROWN MODERATE-STRONG <br /> PRODUCT ODOR WET WEAK CEMENTATION HOMOGENOUS <br /> 32 <br /> -N- <br />' 34 <br /> 310 21 <br /> 35 22 <br /> ' 24 CL 31 5/35 0-41 5/45 0 LEAN CLAY (CL) >57. FINE POORLY GRADED SAND <957 FINES <br /> NO DILATANCY MEDIUM TOUGHNESS MEDIUM-HIGH PLASTICITY <br /> MODERATE YELLOW BROWN DRY-MOIST HOMOGENOUS <br /> 38 <br /> ' 40 <br />