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1 <br /> ASSOCIATES INC <br />' 1260 Cl om Oma Ilesto,Cam 95351 LOG OF BORING S 81 1 <br /> PROJECT _FARMER PRCPFRTY LOCATION 610 NORTH HIINTFR STREET- STOCKTON CA __• PROJECT NO 62596-0001 DATE DRILLED – – LOGGED BY REVIEWED BY €,EANNE HOM5FY (-._4.-7.4I-0 ---- <br />' DRILLING COMPANY Vk)y QRII I LNG INC_ DRILLER RICK RARRArm METHOD HCHOW OW STEM AUGER <br /> BORE HOLE DIAMETER _8 IN DEPTH DRILLED46 5E_ DEPTH TO WATER INITIAL ^-25 FT STATIC 27 FT <br /> CASING TYPE _NA_ DIAMETER SIL SCHEDULE NA INTERVAL —-- NA FT_ TO NA- FT <br /> SCREEN TYPE NA DIAMETER NA , IN SLOT SIZE NA IN INTERVAL _ NA FT TO ALA FT <br />' 171TER PACK TYPE NCNF <br /> 11 <br /> INTERVAL „ A �� <br /> ._ El TO <br /> SURFACE SEAL TYPE NP INTERVAL 0 FT TO 46.5 FT <br /> COMMENTS _ PORING WAS PRESSURE GROUTED TO THE SURFACE _ PAGE ?OF–!— <br /> WILL <br /> F?WILL DEPTH 110 SAMPLE ID JUTHOLOGiC <br /> DETAIL FT PPAI SLOWCOUNT LOG OfSCRIPTIDN <br /> 0-1" — Asphalt <br /> 2 <br /> 4 <br /> "-1 1 5/15 LEAN CLAY (CL) <15% FINE POORLY GRADED SAND <br /> 6 3 25 CL >85% FINES LOW—MEDIUM TOUGHNESS LOW—MEDIUM <br /> PLASTICITY, DARK YELLOW BROWN, NO PRODUCT OCOR <br />' 8 ORGANICS DRY—MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 10 25 2 <br /> 1fl <br /> 12 <br /> 11 5/15-15 5 POCRLY GRACED SAND WITH SILT (ca—SIA) 90% FINE <br /> POORLY GRADED SAND 10% FINES MCDERATE YELLOW <br /> BROWN NO PRODUCT ODOR, DRY--MOIST, WEAK <br /> 5 $ CEMENTATION, HOMOGENOUS <br /> 1 2 5 5 <br /> SP 155-165/20 POORLY GRADED SAND (SP) >95% FINE—MEDIUM POORLY <br />' GRADED SAND, <5% FINES, MODERATE YELLOW BROWN <br /> NO PRODUCT ODOR, DRY—MOIST, WEAK CEMENTATION, <br /> HOMCGENOUS <br />' M1i 16 5/20-20 5' ELASTIC SILT (MH) <15% FINE POORLY GRADED SAND, <br /> 20`�2 5 e >85% FINES LOW DRY STRENGTH, NONE—SLOW OILATANCY, <br /> 1 t LOW—MEDIUM TOUGHNESS LOW—MEDIUM PLASTICITY <br /> 22 JGP MODERATE YELLOW BROWN, NONE—SLIGHT PRODUCT ODOR <br /> MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 05-21 5/25' POORLY GRACED GRAVEL WITH SAND (GP) 45% FINE— <br /> FP-581 1--2555 COARSE WELL GRADED SAND >55% FINE POORLY GRADED <br /> 26 GRAVEL <5% FINES GRAYISH BLACK NONE—SLIGHT <br />' e I PRODUCT ODOR, NO ORGANICS, WET WEAK CEMENTATION <br /> HOMOGENOUS <br /> 28 ?1 5/25-26 5/30 POORLY GRACED SAND WITH SILT (SP—SM) 90% FINE <br />' FP-5811-345 ' POORLY GRADED SAND 10% FINES GRAYISH BLACK <br /> 30 80 3 NONE—SLIGHT PRODUCT ODOR NO ORGANICS, WET, WEAK <br /> 4 SW I CEMENTATION HOMOGENOUS <br />' 32 a 26 5/30-31 5/35 WELL GRACED SAND (SW) >95% FINE—COARSE WELL <br /> GRADED SAND <5% FINES GRAYISH BLACK NONE—SLIGHT <br /> PRODUCT ODOR NO ORGANICS WET WEAK CEMENTATION <br />' 34 HOMOGENOUS <br /> FP--5811-355 �} 5/350-41 0 POORLY GRADED SAND (SP) >957, FINE—MEDIUM POORLY <br /> 4 l( GRACED SAND <5% FINES, GRAYISH BLACK NONE—SLIGHT <br /> —36- 15 8 <br /> t6PRODUCT OCOR NO ORGANICS WET WEAK <br /> )If CEMENTATION HOMOGENOUS <br /> —38-15P I <br /> —4, 1—41 5 ELASTIC SILT (MH) <15% FINE, POORLY GRADED SAND <br /> >85% FINES, LOW DRY STRENGTH, LOW—MEDIUM <br /> 40 54 TOUGriNESS, LOW PLASTICITY, GRAYISH BLACK NONE— <br /> z1 SLIGHT PRODUCT ODOR, MOIST—WET WEAK CEMENTATION, <br /> +5 HOMOCENCUS <br /> 42—If— <br />