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Boring&Well Construction Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> Near Former MW-6 -- Well Name _ MW-6R DRAFT <br /> DRLLNG COMPANY DRILLER <br /> Woodmrd Driffing J.Franco project Nati» Delicato Family Vineyards <br /> DRLUNG METHOD(S) DRILL W(S)SIZE <br /> Hollow Stem Auger t+L w.•,tw.•WNW Project Number 1665033.03 <br /> ISOLATION CASING FROM TO FT. <br /> Na n1a n1a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASeto FROM TO FT. —.__-_ TOC--- 46.0 R <br /> bgs <br /> 24nch SCH40 PNC +3 25.4 DATE STARTED - DATE COMPLETED <br /> SLOTTED CASING FROM TO Fr. 11/28/1_7 11/28/17 <br /> 24nch SCM40 PVC 0.010-Slotted 25.4 45.4 STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. rda <br /> Cemex Ni1Y/12 23.1 45.8 LOGGED aY <br /> SEAL FROM TO FT. M.MCLMW <br /> Pu Id Medium Bentonite Chi 20.1 23.1 - <br /> SAMPLING METHODS WELL COMPLETION <br /> GROUT — FROM To FT. Split Spoon Drive ❑SURFACE HOUSING <br /> Neat Cement 0 20.1 Setttpler M STAND PIPE _14- FT <br /> SAMPLES ION <br /> 04 WELL CONSTRUCT <br /> D-0 ShadIUI en <br /> pipe LJSCS UfX*0py cow SAMPLE DFSCRFTd DRILLING REMARKS <br /> AWL 01.4 F." WON cop Lag <br /> ow-orH m— POORLY GRADED SAND(SP1 BROWN OVERALL. <br /> A -9`x100%FINE GRAINED SAND,LOOSE,DRY <br /> N <br /> D <br /> U <br /> R 5_ SP _ <br /> 1.9 8 FT.SCATTERED 0.1-0.2 FT.ZONES OF c&t LIGHT <br /> YELLOWISH BROWN AND YELLOWISH BROWN,-10% <br /> 2 FINE GRAINED SAND,-SU 90%SILT,SOFT <br /> 10- BIN*Caskig — -- <br /> LIGHT YELLOWISH BROWN OVERALL,SOFT <br /> 1.5 ML T MEDIUM STIFF,NO PLASTICITY,DRY <br /> 1WR GRADES TO ILTY MW(SMI LIGHT YELLOWISH --— <br /> 1.7 - SM :�� tw BROWN OVERALL,-80%FINE GRAINED SAND,-20%— <br /> SILT, <br /> _ — <br /> LOOSE.DRY <br /> — :t' •�• GRADES TO SILTY SAND(SMI LIGHT YELLOWISH <br /> 1.2 15 Neel CenwA SM }• BROWN OVERALL.-8040%FINE GRAINED SAND, <br /> —SILT,_LOOSE.D_RY __ ____ __ <br /> -- — SILT(ARLI PALE BROWN OVERALL WITH VERY PALE <br /> 1.6 BROWN STREAKS,VERY STIFF,NO PLASTICITY,DRY <br /> tOYR <br /> ML W3 <br /> 1.5 <br /> SANDY SILT(MLl YELLOWISH BROWN OVERALL, <br /> 2 -3040%FINE GRAINED SAND,SOFT,NO PLASTICITY, <br /> tent DRY <br /> Bentonite Sed— ML IW4 <br /> 1.7 <br /> W —— • • —— SILTY SAND($ BROWN AND VERY PALE BROWN. -- <br /> 1.5 25 ��:�• AI-80%MEDIUM GRAINED SMD AND FINE GRAINED <br /> a � <br /> ... SAND%,-20%SILT,DENSE,DRY <br /> (7 - <br /> 0.8 I <br /> - SM tarn <br /> 1.84/3 <br /> •1•f.i. 29 FT.ABUNDANT MICA <br /> 30 Filler — tarRer Pads [[r 7n <br /> • ,/• 3D-32 FT.SUBHORIZONTAL LAYERING <br /> — ••�.. ----------------------- <br /> 11/2612017 _ <br /> 'r;•,vEQQ&Y GRADED SAND(SP)BROWN AND VERY PALE <br /> 1.5 BROWN,-IDD%MEDIUM GRAINED SAND AND FINE <br /> • :• SP GRAINED SANG,SUBTLE SUBHORIZONTAL LAYERING, <br /> 35-J <br /> .. <br /> WET <br /> F�0.1 <br /> ("7)(340)(Uq SHEET _-... .._ ,.. OF <br />