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' Boring &\Nell Construction Log Kennedy/Jenks Consultants <br /> Project Name The Wine Group Project Number 030120.03 Well Name MW-4 <br /> SAMPLES D al WELL CONSTRUCTION <br /> Type Recow y Re't Depth ULSo9 Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> s <br /> &N. (Feet) (Feet) <br /> Blowl, <br /> 1.2 <br /> 50/0.3 10YR SILT TO SANDY SILT(ML)CONTINUED <br /> ML 5/2 <br /> 25 50 SANDY SILT(ML)DARK GRAYISH BROWN,—40-50% <br /> t 0.9 35 ML .5Z FINE-GRAINED SAND,-60-50%SILT,SOFT,NO <br /> PLASTICITY,MOIST TO WET <br /> 40 <br /> 4 ` ' rr SILTY SAND(SM)GRAYISH BROWN WITH STRONG <br /> 1.1 5 2.5Y5/2 BROWN STREAKING,—50-60%FINE-GRAINED SAND, <br /> SM —50-40%SILT,WET TO MOIST <br /> 5YR4/ <br /> 13 e f°. .�. <br /> .° -- -- <br /> i ° , POORLY-GRADED SAND(SP)LIGHT OLIVE BROWN, <br /> 0.2 0 —100%MEDIUM-GRAINED SAND,LOOSE,WET <br /> 55 54 FT.,HAMMER AND SAMPLER SINK INTO <br /> z 5Y FORMATION <br /> SP 5/3 <br /> 12 <br /> 1.2 37 Slough 57.5 FT.,DRILLING BECOMES HARDER <br /> /0. SILT TO SANDY SILT(ML)YELLOWISH BROWN AND <br /> ' 13 = 10YR5/4 LIGHT GRAY,—10-20%FINE-GRAINED SAND,—90-80% <br /> 0.7 30 Sample Interval ML 10YR7/2 SILT,STIFF,MOIST <br /> Not Drilled Out <br /> NOTES <br /> 1 1.ALL CONTACTS APPROPROXIMATE;BG&BELOW <br /> GROUND SURFACE <br /> 2.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 3.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> 0 <br /> 0 <br /> Y <br /> W <br /> } <br /> w <br /> W <br /> Z <br /> Z <br /> W <br /> Y <br /> U <br /> 0 <br /> 0 <br /> N <br /> 0 <br /> Z <br /> O <br /> F <br /> U <br /> z <br /> Z <br /> O <br /> U <br /> J <br /> wJS <br /> Z <br /> 0 <br /> O <br /> to <br /> F-00.1 <br /> (6-87)(a-ea)(e-so) SHEET 3 OF 3 <br />