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Boring&Well Construction`eog Kennedy/Jenks Consultants <br /> BORNG LOCATION <br /> Field V19 Northwest well Name DRAFT GW 21 <br /> DRILLING COMPANY DRILLER <br /> _ Woodward Drilling Inc. C.Nolan project Name Sutter Home Winery _ <br /> DRILLING METHOD(S) DRILL BR(S)SME <br /> Hollow Stem Auger iwoI�,7J1d1 Project Number 086500$.07 <br /> ISOLATION CASING FROM TO FT. <br /> _ n/8 Ne n1a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASINGFROM 6.01 R.AMSL 15.01[. S <br /> _ 24nch.SCH PVC +2 $ DAM STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 1116113 1116/13 <br /> _ 24nch.SCH PVC-0.010 Slots 4.7 14.7 STATIC WATER ELEVATION NORTH <br /> SME AND TYPE OF FILTER PACK FROM TO FT. -1.05 h.AMSL 2244567.800 <br /> Centex#2/12 4 14 LOGGED BY EAST <br /> SEAL FROMFr.To M.McLeod 6294978.900 <br /> Cetco Pu Id Medium Bentonite Chips 2.$ 4 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM To Drive Samples D SURFACE HOUSING <br /> Neat Cement 0 2.$ 1 3 STAND PIPE 2.5 FT. <br /> _SAMPLES _ DHI WELLCONSTRUCTION <br /> a w nemwn R—i' I°ed; Stand pipe USCCS Lithdogy Color SAMPLE DESCRIPTION andl DRILLING REMARKS <br /> ams•, Log <br /> Well cap <br /> 11 10vR SILTY SAND(SMI DARK GRAY GRADING TO LIGHT <br /> V 1.5 •I' ''f a1 BROWNISH GRAY AND BROWNISH YELLOW AT i FT., <br /> Neat Cement -50-70°/FINE GRAINED SAND,-50-30%NON PLASTIC <br /> i� FINES,DRY,SOME ROOTS <br /> SM J.•.• /aBret" <br /> Bentonite Seal <br /> 7 SYR 3.5 FT.COLOR GRADES TO STRONG BROWN WITH <br /> •I•• '�' <br /> Blank Casing PINKISH GRAY <br /> __ ', ; •�;•'• <br /> 5, a:�•:�• 7y� 4.5-5 FT.,BECOMES WET <br /> __ ________________GR______ _ __ <br /> BANDY SILT(MLI LIGHT BROWNISH AY, <br /> YELLOWISH BROWN,SPECKS OF DARK GRAYISH <br /> BROWN,-10-20%FINE GRAINED SAND,-91 NON <br /> 1.2 PLASTIC FINES,STIFF,NO PLASTICITY,MOIST TO DRY <br /> ML 6.5 FT.FINE GRAINED SAND INCREASES TO-30%. <br /> Filter Peck - STIFFNESS DECREASES <br /> 10YR <br /> srz <br /> -# 10 -- 1 10YR - - - __ _ -- -- <br /> (17 5/9 ILTY R.euD TO SANDV SILT fMLSNI LIGHT <br /> 1, 1 , _ ML- [�] BROWNISH GRAY,YELLOWISH BROWN,SPECKS OF <br /> SM WHITE AND VERY DARK GRAY,-40-60%FINE GRAINED <br /> Slotted Screen -- <br /> SAND,-6_0.40_%NON PLASTIC FINES,-- VERY STIFF,DRYS <br /> o i! 1.2 � •'•'G; GRADES TO SILTY SAND(SMI LIGHT BROWNISH <br /> GRAY,YELLOWISH BROWN,SPECKS OF WHITE AND <br /> SM VERY DARK GRAY,-60-80%FINE GRAINED SAND, <br /> -- ;'�'•' -40-20%NON PLASTIC FINES,VERY DENSE,MOIST TO <br /> 1DYR iu3 WET ________ <br /> i MIL 1pYR s(e SILT 1 PALEBROWN WITi;6-ROWNISH YELLOW, <br /> x NOTES 1 STIFF,NO PLASTICITY <br /> 1.ALL CONTACTS APPROXIMATE <br /> h 2.BGS:BELOW GROUND SURFACE <br /> 3 3.COLOR DESIGNATION IN ACCORDANCE WITH THE MUNSELL SOIL COLOR <br /> CHARTS(KOLLMORGEN INSTRUMENTS CORPORATION,1990) <br /> a 4.SOIL CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION <br /> w SYSTEM,ASTM D-2488-93 <br /> m <br /> z <br /> 0 <br /> F <br /> y <br /> Z <br /> O <br /> U <br /> W <br /> b <br /> z <br /> Z <br /> oC <br /> m <br /> F-00.1 <br />