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Boring & Well Construction`Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> _ Field V18 Northwest Well Name DRAFT GW-19 _ <br /> DRILLING COMPANY DRILLER <br /> _Woodward Drilling Inc. C.Nolan Project Name Sutter Home Winery _ <br /> DRILLING METHODS) DRILL BIT(S)SIZE <br /> Hollow Stem Auger 91rlIcWMr,7t ausar Project Number 0885005.07 <br /> ISOLATION CASING FROM TO FT. <br /> n/a n/a n/a ELEVATION AND DAVM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 7.12 ft.AMSL 15.0 R <br /> 24nch.SCH PVC }2 5 DATE STARTED DATE COMPLETED <br /> SLDTTEDCASING FROM TO Fr 11/5/13 11/8/13 <br /> _ 24nch.SCH PVC-0.010 Slots 5 15 STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT 0.95 n.AMSL 2244599.200 <br /> Cemex#2H2 3.3 15 LOGGED SY EAST <br /> SEAL FROM ToFIF M.McLeod 8298591.500 <br /> Cetco Pu old Medium Bentonite Chips 2.5 3.3 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Drlw Samples ❑SURFACE HOUSING <br /> Neat Clement 0 2.5 1 19 STAND PIPE 2.5 FT. <br /> _SAMPLES dre WELL CONSTRUCTION <br /> Tyyy axc e,v own Stand pipe USCS I-IICdor SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Aw IFrc,Iawsa. (Fe ) Well cep Log <br /> SANDY SILT(ML)DARK GRAYISH BROWN OVERALL, <br /> M 1.5 10YR -40%FINE GRAINED SAND,-60%SILT,SOFT,NO <br /> Neat Cement4/2 PLASTICITY,DRY,SCATTERED ZONES OF VERY PALE <br /> ML <br /> 10YR BROWN,TRACE ROOTS <br /> TM <br /> Bentonite Seal ___ _ __ <br /> 10YR SILTY SAND(SMI YELLOWISH BROWN WITH VERY <br /> vl 0.75 '•'G: 42 PALE BROWN STREAKS,-60%FINE GRAINED SAND, <br /> Blank Casing --- �,:•'• uiY -40%NON PLASTIC FINES,SOFT,DRY <br /> 5 fe�.•G• 713 <br /> SM 5 FT.COLOR GRADES TO PALE BROWN WITH STREAKS <br /> 1.2 IOYR OF YELLOWISH BROWN <br /> •f••'I•:�: 4r2 <br /> - ; '�'•'• 10YR <br /> 1.5 'f;�;•�• 7/3 7 FT.,SAND INCREASES,BECOMES MOIST TO WET <br /> Filter Pack — :{.�; -- SILTY SAND(SM)BROWN OVERALL,-W%FINE <br /> 1.5 7.� GRAINED SAND WITH SOME MEDIUM GRAINED SAND <br /> SM , <br /> -10-20%NON PLASTIC FINES,DENSE,WET <br /> 10tottt SANDY SILT LI(MVERY PALE BROWN WITH SPECKS <br /> V 0.75 ML •• 42 OF YELLOWISH BROWN,-10%FINE GRAINED SAND, <br /> tB� -90%NON PLASTIC FINES INCLUDING MICA,STIFF,NO <br /> . , PLASTICITY,MOIST <br /> i Slotted Screen -- J <br /> 0 1 1 5 - POORLY GRADED SAND(sPl PALE BROWN OVERALL, <br /> Sp -10%MEDIUM GRAINED SAND,-80-90%FINE GRAINED <br /> z �j : IOYR SAND,VERY DENSE,WET <br /> w <br /> w �� ML SANDY SILT lMLI PALEBROWN OVERALL,-20%FINE <br /> i GRAINED SAND INCLUDING MICAS,-80%NON PLASTIC <br /> NOTES 15 FINES,VERY STIFF,WET i <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> 3 3.COLOR DESIGNATION IN ACCORDANCE WITH THE MUNSELL SOIL COLOR <br /> CHARTS(KOLLMORGEN INSTRUMENTS CORPORATION,1990) <br /> S 4.SOIL CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION <br /> W SYSTEM,ASTM D-2488-93 <br /> w <br /> 8 <br /> z <br /> 0 <br /> r <br /> U <br /> J <br /> K <br /> F <br /> m <br /> 2 <br /> O <br /> U <br /> W <br /> 3 <br /> m <br /> OO <br /> 00 <br /> ie <br /> m <br /> Fde.1 <br />