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Boring Log `( Kennedy/Jenks Consultants <br /> Project Nam. _ Sutter Home Winery Project Number 0865005.07 Boring Name DRAFT GW-19A <br /> SAMPLES _ BACKFILL DETAILS <br /> G0 <br /> iw �u(IXiy a®q 'F�) DSS Litholopy Cdq SAMPLE DESCRIPTION and DRILLING REMARKS <br /> w b'i <br /> i. <br /> 1.5 10YRa14 25.5-26 FT.LOW PLASTICITY <br /> ML - 1oYR 8/1 <br /> 1 Neat Cement 7.SYR 27 FF.COLOR INCLUDES STRONG BROWN <br /> SANDY SILT(ML)STRONG BROWN OVERALL,-80% <br /> 1'5 z FINE GRAINED SAND AND MICA,-20%NON PLASTIC <br /> ML <br /> FINES,WET <br /> j <br /> - 30-j SANDY SILT(ML)ALTERNATING YELLOWISH BROWN <br /> AND GRAY BANDS,-10-20%FINE GRAINED SAND,-80% <br /> FINES,VERY STIFF,LOW TO NO PLASTICITY <br /> 10YR 518 <br /> ML t0YR7N <br /> ,III 1 r..i <br /> 35 <br /> ?? <br /> SILTY SAND(SM)LIGHT BROWNISH GRAY AND <br /> 1.5 '•'i; MINOR YELLOWISH BROWN,-60.70%FINE GRAINED <br /> 1i' •10YR W SAND,-30-40%NON PLASTIC FINES,DENSE <br /> SM •t••••�'10YR s1e <br /> iI t5 � ' •�:•: <br /> I�' ". •�: ;• POORLY GRADED SAND(SP1 DARK GRAYISH BROWN <br /> 1 � SIP2.� OVERALL,-100%FINE GRAINED SAND,WET <br /> 40 X <br /> SANDY CLAYEY SILT/MLI PALE BROWN AND <br /> YELLOWISH BROWN,SAND VARIES UP TO-40-50%, <br /> 10YR 8/3 VERY STIFF,LOW TO NO PLASTICITY <br /> ML 11 <br /> iveR ws 41 Fr.SAND INCREASES,NO PLASTICITY <br /> �.'. SILTY SAND(SMI LIGHT YELLOWISH BROWN AND <br /> �II 1 •••�;1ovR PALE BROWN,-80%FINE GRAINED SAND,-20%NON <br /> F 1, SM • •�°:•.1oYR 5re PLASTIC FINES,DENSE,WET <br /> fX <br /> -5- Neat Cement — <br /> z SANDY SILT(ML)VERY PALE BROWN AND BROWNISH <br /> YELLOW,-20%FINE GRAINED SAND,-80%NON <br /> o PLASTIC FINES,STIFF,NO PLASTICITY WITH THIN <br /> i ML ZONES OF LOW PLASTICITY <br /> 10YR713 <br /> x 1 10YR an 47 Fr.THIN LAYER OF CEMENTED,BRITTLE SILT <br /> f:: • • SILTY SAND(SM)VERY PALE BROWN AND <br /> ;I 1 SM °•'•�° BROWNISH YELLOW,-80%FINE GRAINED SAND, <br /> 'Ys i - ;•;�:•;• -20-30%NON PLASTIC FINES,VERY DENSE,MOIST <br /> J <br /> Q )N11L.1..arES4Y <br /> w 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE MUNSELL SOIL COLOR <br /> SCHARTS(KOLLMORGEN INSTRUMENTS CORPORATION,1990) <br /> 4.SOIL CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION <br /> z SYSTEM.ASTM D-2488-93 <br /> 0 <br /> F <br /> u <br /> J <br /> m <br /> 2 <br /> O <br /> U <br /> W <br /> b <br /> m <br /> 2 <br /> K <br /> O <br /> m <br /> F40.1 <br />