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Boring Log woe Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> _ Field V18 Northwest <br /> DRILLING COMPANY o - Boring Name DRAFTGW-19A <br /> Woodward Drilling Inc. DRILLER - <br /> C.Nolan <br /> DRILLING METHODS) DRU BIT(S)SRE Project Name SUttef Home Winery <br /> _ <br /> Hollow Stem Auger a IaAia 7a m <br /> ISOLATION CASINGFROMTOee°' � Project Number 0865005.07 _ <br /> n/a n/a n/e ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING <br /> FROM TOFT. 49 5 <br /> SLOTTED CASING - - n/a Ne Ne DATE STARTED DATE COMPLETED TEE D <br /> FROM To Fr. 11/5/13 11/6/13 <br /> n/a n/a We STATIC WATER ELEVATION NCRTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT N82244609.200 <br /> n/a �8 �8 LOGGED BY EAST <br /> SEAL FROM TO Ff. M.McLeod 6296591.500 <br /> _CetCO Pure old Medium Sentonke Chips 6 5 SAMPLING METHODS WELL CCMPLETKJN <br /> GROPT FROM TO Fr Drive Samples D SURFACE HOUSING <br /> Neat Cement 5 49.5 1 D STAND PIPE n/a FT, <br /> SAMPLES wa I BACKFILL DETAILS <br /> T, a�.�.,,v Reg9,. DEW° USCS UAG <br /> aim. Ir.eo aiowve' IFeN1 <br /> LN 09y Color SAMPLE DESCRIPTION and GRILLING REMARKS <br /> SANDY SILT IM 1 DARK GRAYISH BROWN OVERALL, <br /> T.5 _ -40%FINE GRAINED SAND,-W%SILT,SOFT,NO <br /> 10YR 4n PLASTICITY,DRY,SCATTERED ZONES OF VERY PALE <br /> _ ML toYR 713 BROWN,TRACE ROOTS <br /> Bentonite Seal <br /> .;•• SILTY SAND ISM)YELLOWISH BROWN WITH VERY <br /> b.76 J �.1orR erz PALE BROWN STREAKS,-60%FINE GRAINED SAND, <br /> •�:• ° 10YR7n -40%NON PLASTIC FINES,SOFT,DRY <br /> SM X.E..t5 FT.COLOR GRADES TO PALE BROWN WITH STREAKS <br /> - ; '�;.•. OF YELLOWISH BROWN <br /> t ••.�;1DYR412 <br /> '•10YR 713 <br /> 1 t �• 7 FT.,SAND INCREASES,BECOMES MOIST TO WET <br /> 2: •{{ •'• SILTY SAND ISM—)BROWN OVERALL,-90%FINE <br /> •i:' 7.5YR GRAINED SAND WITH SOME MEDIUM GRAINED SAND, <br /> SM a' -10-20%NON PLASTIC FINES,DENSE,WET <br /> Neat Cement --- ----------------------- --- <br /> SANDY SILT(MLI VERY PALE BROWN WITH SPECKS <br /> ML t0YR 4n OF YELLOWISH BROWN,-10%FINE GRAINED SAND, <br /> :•:7 tITYR 7/3 -90%NON PLASTIC FINES INCLUDING MICA,STIFF,NO <br /> — 7 PLASTICITY,MOIST <br /> __ _ ______ _____ <br /> 8 : <br /> _J <br /> POORLY GRADED SAND(SP1 PALE BROWN OVERALL, <br /> x SP -10%MEDIUM GRAINED SAND,-80-90%FINE GRAINED <br /> i SAND,VERY DENSE,WET <br /> w SANDY SILT(MLI PALE BROWN OVERALL,-20%FINE <br /> w ,_ GRAINED SAND INCLUDING MICAS,-80%NON PLASTIC <br /> m FINES,VERY STIFF,WET <br /> 'a <br /> ML <br /> 16 FT.SAND INCREASES <br /> w <br /> 10YR <br /> 1 <br /> SILTY SAND ISM)PALE BROWN OVERALL,-60-70% <br /> y " t? • •'•'G: FINE GRAINED SAND AND MICA,-30%NON PLASTIC <br /> FINES,DENSE,WET <br /> f:•� <br /> 20 SM �•• • 20 FT.THIN LAYER OF SILTY WITH SUBTLE <br /> o �I 1.5 _ ef•�.:�: HORIZONTAL LAMINAE <br /> r <br /> 20.5 FT.COLOR INCLUDES STRONG BROWN <br /> o 1.5 <br /> SANDY SILT(MLI LIGHT YELLOWISH BROWN AND <br /> w JIY =W4 WHITE,UP TO-30%FINE GRAINED SAND,-70%NON <br /> b 1 ` MIL I t0YR Bn PLASTIC FINES,VERY STIFF <br /> 0 25- 3`a <br /> F-00.1 <br />