Laserfiche WebLink
Boring &Well Construction-tog Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> Field V19 Southwest Well Name _ DRAFT GW-22 _ <br /> DRILLING COMPANY DRILLER <br /> Woodward Drilling Inc. C.NolanProject Name _ Sutter Home Winery_ <br /> DRILLING METHOD(S) DRLLL BITS)SIZE <br /> Hollow Stem Auger Ill mr,7.Mu Project Number 0865005.07 <br /> ISOLATION CASING FROM TO FT. <br /> _ n/a n/a We ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 6.06 ft.AMSL 15.0 ft.bgs <br /> 24nch.SCH PVC +2 5 DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT 1116/13 11/6/13__ <br /> 24nch.SCH PVC-0.010 Slots 5 15 STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT -0.33 ft.AMSL 2242713.609 <br /> Cemex#2/12 4 15 LOGGED BY EAST <br /> SEAL FROM TO F.I.. M.McLeod 6295044.100 <br /> _Certo Pu old Medium Bentonite Chips 1 2,5 4 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Drive Samples D SURFACE HOUSING <br /> Neat Cement 0 2.5 1 ®STAND PIPE 2.5 _ FT. <br /> SAMPLES oris WELL CONSTRUCTION <br /> TWI P-1 Fxnr, o'M Standpipe USCS UNdogy Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Ill ,Fe11a Well cap Log <br /> 10YR SANDY SILT(MLI GRAYISH BROWN TO 1 FT., <br /> 1.5 6,2GRADING TO PALE BROWN AND LIGHT BROWNISH <br /> Neat Cement lorli GRAY,-30.50%FINE GRAINED SAND,-70-50%NON <br /> ML 613 PLASTIC FINES,SOFT,DRY TO MOIST,TRACE ROOTS <br /> 612 <br /> Bentonite Seal SILTY SAND(SMI YELLOWISH BROWN OVERALL, <br /> (Y 1 _ •'�; -70.80%FINE GRAINED SAND,-30%NON PLASTIC <br /> FINES,WET <br /> Blank Casing •f ':� <br /> 5- -- •y'.y:•: POORLY GRADED SAND(SP)YELLOWISH BROWN <br /> 1.5 III OVERALL,-100%FINE GRAINED SAND,VERY DENSE, <br /> WET <br /> 10YR <br /> Filter Pack SP 8 FT.SOME SAND HEAVES INTO AUGERS <br /> 1,5 <br /> 2 1 1.5 -- ___ ___ <br /> a SILT —CLAYEY SILT(MLI LIGHT YELL_OWISHBROWN <br /> WITH STREAKS OF WHITE,VERY STIFF,LOW TO NO <br /> Slotted Screen <br /> o Y 10YR PLASTICITY,MOIST <br /> W4 <br /> ML 1ovR (11.5-13 FT.,RECOVER HEAVED SAND IN SAMPLER- <br /> M1 PROBABLY SAMPLED FROM AUGERS) <br /> w ',� 1 <br /> w 0.5 1 --- (13-14.5 FT.,RECOVER 0.5 FT.OF SILT IN TIP OF <br /> x S _ SAMPLER) _ <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE MUNSELL SOIL COLOR <br /> H 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 /> N <br /> z <br /> 0 <br /> O <br /> UH <br /> J <br /> N <br /> 2 <br /> O <br /> U <br /> W <br /> b <br /> z <br /> 2 <br /> K <br /> O <br /> 9 <br /> F<0.1 <br />