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Boring &Well Construction Log Kennedy/Jenks Consultants <br /> Project Name The Wine Group Project Number 030120.03 Well Name MW-5 <br /> SAMPLES WELL CONSTRUCTION <br /> Drip USCS <br /> Type Recovery Penetr. Depth Log LRhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 pe Feet Resist. (Feet) <br /> ( � Blows/6" <br /> SILTY SAND(SM)CONTINUED <br /> SM f° ` �° 50 FT.SAMPLER RODS AND SOIL ARE WET <br /> 9/13/04 — ° ° <br /> ,f,•,•�• 2.5Y <br /> _ 5/2 <br /> 1 17 50 Slotted Casing —— ' °a 7,SYR —— <br /> 50 .5Y SILT TO SANDY SILT(MU GRAYISH BROWN WITH <br /> STRONG BROWN STREAKS,SCATTERED <br /> 4/6 <br /> ML COARSE-GRAINED SAND,-10-20%FINE-GRAINED <br /> SAND,SOFT,NO PLASTICITY, DRY TO MOIST <br /> 17 SAND TO SILTY SAND(SM)OLIVE BROWN <br /> OVERALL,-85%MEDIUM-GRAINED SAND TO <br /> 1.3 34 P FINE-GRAINED SAND,-15%SILT,DENSE,WET <br /> 35 SM .53 <br /> �. .; <br /> 14 <br /> 1.5 24 55 }' F <br /> 32 —— ;•; THIN LAYER OF SILT TO SANDY SILT(ML)LIGHT / <br /> 2.5Y 1 OLIVE GRAY AND LIGHT YELLOWISH BROWN, 1 <br /> SM 4/3 -10-20%FINE-GRAINED SAND,-90-80%SILT,STIFF, <br /> 15 LO PLASTICITY�MOIST— DRY —____—__—1 <br /> 1.4 30 —— —— SAND TO SILTY SAND IS OLIVE BROWN <br /> OVERALL,-85%MEDIUM-GRAINED SAND TO <br /> 40 25Ys/2 ``FINE-GRAINED SAND,15%SILT,DENSE,WET __ <br /> ML 5YR8/1 SILT TO SANDY SILT(ML)LIGHT BROWNISH GRAY <br /> 12 WITH THIN WHITE STREAKS,STIFF,NO PLASTICITY, <br /> 1.3 26 MOIST TO DRY <br /> t 30 POORLY-GRADED SAND ISP)LIGHT OLIVE BROWN <br /> 60 OVERALL,-100%MEDIUM-GRAINED SAND,LOOSE, <br /> 5 SP 2.5Y WET <br /> 1.2 25 — 5/3 —— <br /> 30 SM % SILTY SAND(SM)LIGHT OLIVE BROWN,-80-70% <br /> Bentonite -- T. -- FINE-GRAINED SAND,-20%SILT,DENSE AND <br /> 1 30 CEMENTED,MOIST —____——— <br /> • { 10YR 4/3 <br /> SILTY SAND TO SANDY SILT(SM/ML)BROWN, <br /> 50 -SM/MLOYR 5/1 <br /> °d 10YRa/1 GRAY,STREAKS OF WHITE,-50%FINE-GRAINED <br /> Slough Ef} SAND,-50%SILT,MEDIUM STIFF,NO PLASTICITY, <br /> — — MOIST _ _____________ <br /> 12 pp19 <br /> h 2.5Y5/3 SILTY SAND(SM)OLIVE BROWN WITH WHITE AND <br /> 0.8 87 Sample Interval = = SM �. >;�; 1o5YRe/1 STRONG BROWN STREAKS,-70-80%FINE-GRAINED <br /> 65 Not Drilled Out —— SAND\ 30/o SILT LOOSE_WET <br /> __________ <br /> SILT IML)OLIVE BROWN WITH STRONG BROWN <br /> e AND WHITE STREAKS STIFF NO PLASTICITY MO <br /> NOTES <br /> I-ALL CONTACTS APPROPROXIMATE;BGS:BELOW <br /> GROUND SURFACE <br /> Y 2.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> > INSTRUMENTS CORPORATION,1990) <br /> Z 3.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> w UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> Y D-2488-93 <br /> zq 4.*2.5Y 7/2,7.5YR 4/6 <br /> 0 5.**5Y 6/2, 10YR 6/4 <br /> 0 <br /> ' N <br /> M <br /> Z <br /> Q <br /> F <br /> U <br /> z <br /> N <br /> O <br /> U <br /> J <br /> J's1' <br /> 0 <br /> M <br /> m <br /> F40.1 <br /> (6-87)(3-88)(8-90) SHEET 3 OF 3 <br />