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Boring&Well Construction Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> Near Fomwr MW-1 Well Name MWA R DRAFT <br /> DRIUNG COMPANY DRILLER <br /> Woodward DrUlIng J.Franco Project ft Is Delicato Family Vineyards <br /> DRILLING METHOD(S) DRILL BR(S)SIZE <br /> Hollow Stem Auger TiL Auwwa,94L VAw Project Number 1665033.03_ <br /> ISOLATION CASING FROM TO FT. <br /> Na nIa nla ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. TOC 46.0 R.bas <br /> 24nch SCH40 PVC +3 24.0 DATE STARTED DATE COMPLETED <br /> SLOTTED CASINO FROM TO FT_ 11/27/17 11/27/17 <br /> 24nch SCH40 PVC 0.01 OSlotted 24.0 44.0 STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM10 FT. _.......__nr�................A —_._--.._____..__ ..._._ <br /> Cemex#2112 23.0 "A LOGGED BY <br /> SEAL FROM TO FT. M.McLeod <br /> Puregold Medium Bentonite Chis 20.0 23.0 SAMPLING METHODS WELLOOMPLETION <br /> GROUT FROM TO Ff. SplitSpoon Drive 0 SURFACE HOUSING <br /> Neat Cement 0 20.0 1 Sompler M STAND PIPE 3.3 FT <br /> SAMPLES WELL CONSTRUCTION <br /> Shed Opa uSCS LMlobpy Cdor SAMPLE DESCRIPTION and DRILLWO REMARKS <br /> awe F-4 M� r"* WON qp LAM <br /> A �� SILTY SAND TO POORLY GRADED SAND(SM)DARK <br /> YELLOWISH BROWN OVERALL,-80-85%FINE GRAINED <br /> N •i SAND INCLUDING MICAS.-10-5%SILT,LOOSE,DRY <br /> D }t� <br /> U10YR <br /> G SM :#}}l�{ IM <br /> R 5 : }t <br /> 0.8 �{ <br /> :•: .� 7 FT.LAYER OF IM CEMENTED.7 FT,LAYER OF, <br /> VERY STIFF <br /> 1.7 -- .•. -- ----------------------- <br /> POORLY GRADED SAND ISPI VERY PALE B <br /> 10 Blank Cuing {{t�I OVERALL.-100%FINE RAINED SAND,,DRRY J <br /> 1.5 :•i�i 10YR <br /> SP 7n <br /> I" - SILTY SAND(SMI BROWN OVERALL,-90-95%FINE <br /> SM413 GRAINED SAND,•-5%SILT,DRY <br /> 1.2 15 NeatCemerlt --- -- ------------------------- <br /> SANDYSILT(MLI PALE BROWN OVERALL,-1D-20% <br /> FINE GRAINED SAND,-80%SILT.SOFT,NO <br /> 1.5 PLASTICITY,DRY <br /> - <br /> 1 18 FT.INCLUDES WHITE MOTTLING,FINE GRAINED <br /> 1 ML e 613 n SAND DECREASES TO-•5-10%,STIFFNESS INCREASES <br /> 20 TO STIFF <br /> ° 1.7 <br /> u <br /> BentoNlesaw— -- . -- ------------------------- <br /> MNDY SLT TO SILT WITH CLAY(ML)YELLOWISH <br /> 1 ML 1L,-10-15%FINE GRAINED SAND, <br /> e4POWN AC STIFF,PLASTICITY VARIES LOW TO NONE.MOIST <br /> W <br /> Y 1.3 25 slated Screen— -- -- SI 7Y SAND(SMI YELLOWISH BROWN OVERALL <br /> SM <br /> r -•110.95%FINE GRAINED SAND,-5%SILT,LOOSE, <br /> 8 1.5 ��— : WMOIST-- -----------------/ <br /> - GHMLI BROWN 01/ERALL,-5-10%FINE <br /> toYR G GRAINED D,MEDIUM STIFF,NO PLASTICITY,MOIST <br /> 503 <br /> 0.8 ML <br /> 30 FMter Peds 30 FT.COLOR INCLUDES WHITE MOTTLING <br /> 1.7 .: <br /> - — 30-32 FT.POSSIBLE GROUNDWATER CONTACT <br /> -- — SILTY SAND(SDARK YELLOWISH BROWN —f——— <br /> M) <br /> 2 11/2712017 ;���� 1aYR OVERALL -•80%FINE GRAINED SAND.-20%SILT, <br /> SM Me LOOSE,MOIST-WET <br /> 35J J :�:ti•{� <br /> FJ0.1 <br /> ("7) SHEET ......_ 1 OF 2 <br />