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Boring &Well Construction Log Kennedy/Jenks Consultants <br /> BORING LOCATION DRAFT GW-20 <br /> Field V18 Southwest Well Name <br /> DRILLING COMPANY DRILLER <br /> Woodward Drilling Inc. C.Nolan prej,e Name Sutter Home Winery <br /> DRILLING METHOD(S) DRILL BR(S)SIZE <br /> Hollow Stem Auger Project Number 0865005.07 <br /> ISOLATION CASING FROM TO Fr. <br /> Ne N8 N8 ELEVATION AND DATUM TOTAL DEPTH <br /> SUNK CASING FROMTO FT. 7.06 ft.AMSL 15'0 tL 5 <br /> 24rl SCH PVC +2 47 DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT, 11/6/13 11/6/13 <br /> 24nch.SCH PVC-0.010 Slots 4,7 14.7 STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK MOM TO 1.19 LOGGED B1' R AMSL EAST 2243299.900 <br /> Cemex#2112 4 15 M.McLeod 6296575.200 <br /> SEAL Cetco Pure old Medium Bentonite Chi FROM 3 TO 4 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM To FT Drive Samples ❑SURFACE HOUSING <br /> Neat Cement 0 3 IN STAND PIPE 2.5 FT. <br /> SAMPLES ne WELL CONSTRUCTION <br /> aw I "I"' uevst. IF�� Stand pipe SLog <br /> CS LiIlWagy Calor SAMPLE DESCRIPTION a"DRILLING REMARKS <br /> Well cap <br /> YR SANDY SILT(MIL)DARK GRAYISH BROWN OVERALL, <br /> I)(� 1,5 - � -20-30%.-7G-80%NON PLASTIC FINES,DRY <br /> y Neat Cement ML 1.5 FT.COLOR CHANGES TO LIGHT YELLOWISH <br /> } 1.5 ', BROWN,SAND INCREASES TO-4050% <br /> 10YR <br /> Bentonite Seal -- N4 <br /> 1.5 101'R SILTY SAND(SM)LIGHT YELLOWISH BROWN WITH _ <br /> j Blank Casing ' '•�: 518STREAKS OF YELLOWISH BROWN,-60-70%FINE <br /> 'a'•'• GRAINED SAND,-40-20%NON PLASTIC FINES,MOIST <br /> 5 SM :}.':G• TO WET <br /> f. <br /> SP •�• 4:10YR Ela POORLY GRADED SAND(M LIGHT YELLOWISH <br /> •{ .. . BROWN OVERALL,-90%FINE GRAINED SAND,-10% j <br /> SM '`;•'�• NON_PLASTIC_FINES,VERY_DENSE.WET _ __ _ <br /> 1 SILTY SAND(SMI LIGHT YELLOWISH BROWN AND <br /> Fitter Pack -- •}: •:• <br /> 75vR STRONG BROWN,-50-60%FINE GRAINED SAND, <br /> 15 SP ag 1-50_50_%NON PLASTICTICFINES,M_OIST_T_O_WET_ _ <br /> _ POORLY GRADED SAND(SP)LIGHT YELLOWISH <br /> BROWN ANS STRONG BROWN,-8090%FINE GRAINED <br /> .--- 7 <br /> _SAND -20_10%NON_P_LA_STIC FINES,WET__ _ __i <br /> Y, 1.5 ML SANDY SILT(MLI VERY PALE BROWN WITH STREAKS <br /> 1 10yR OF GRAY AND WHITE,-2030%FINE GRAINED SAND, <br /> 7n1 -70-80%_NO_N PLASTIC_FI_NES,STIFF_ ____ _ _ <br /> 1.5 �ott��r 10YR SANDY SILT TO SILT(11111-11VERYPALE BROWN WITH <br /> m I e1 STREAKS OF GRAY AND WHITE,-20%FINE GRAINED <br /> SAND,-80%NON PLASTIC FINES,VERY STIFF,NO <br /> w �K 1.5 <br /> z1 ML 18/1 PLASTICITY,MOIST <br /> 1 <br /> xNCTES 15 <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 /> 4.SOIL CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION <br /> SYSTEM,ASTM D-2488-93 <br /> pN <br /> 4 <br /> Z <br /> O <br /> F <br /> K <br /> z <br /> D2 <br /> U <br /> W <br /> 3 <br /> e <br /> z <br /> z <br /> rc <br /> O <br /> m <br /> F-0o.i <br />