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Boring &Well Construction'Lag 1 < K6nnedy/Jenks Consultants ' <br /> Project Name BTQLC Escalon,Ca. Project Number 030118.04 Well Name MW-7 <br /> SAMPLES wri WELL CONSTRUCTION <br /> Tqe Recd y Peroo-. Dep% USCS uthol gy Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 6 No. (FW) (FM) Log <br /> Cement Seal SILT TO SANDY SILT CONT'D <br /> 2.5Y <br /> 50 Bentonite Seal ML 73 50 FT.STIFFNESS INCREASES <br /> POORLY GRADED SAND(SP)STRONG BROWN <br /> 4.0 AND LIGHT GRAY,GRADING TO LIGHT GRAY AT 52.5 <br /> FT., FINE GRAINED SAND,LOOSE,MOIST <br /> 7.5YR <br /> 518 <br /> 10YR <br /> 72 <br /> 55 Slotted Casing <br /> COLOR DARKENS TO GRAYISH BROWN TO DARK <br /> GRAYISH BROWN <br /> 2.6 <br /> 57 FT.,THIN LAYER OF MEDIUM-GRAINED SAND AND <br /> COARSE-GRAINED SAND,MOIST <br /> 60 Static level — <br /> 11/25/03 - SP <br /> 2.2 oYR <br /> vz <br /> 1ovR 63 FT.COARSENS SLIGHTLY TO FINE-GRAINED <br /> y2 SAND AND MEDIUM-GRAINED SAND,WET,AT 60 FT. <br /> SOUND AUGERS AT TRACE OF WATER IN BORING <br /> e <br /> 65 Filter Pack <br /> 0 <br /> O <br /> Y <br /> W <br /> > 4.0 <br /> 0 <br /> w <br /> z <br /> -- •• •�• ———— <br /> { :I: <br /> SILTY SAND(SM)GRAYISH BROWN OVERALL, <br /> SM GENERAL HORIZONTAL STRATIFICATION,LOOSE, <br /> °�•:�.': WET <br /> m 7 NOTES <br /> > 1.ALL CONTACTS APPROPROXIMATE <br /> w <br /> 2.BGS:BELOW GROUND SURFACE <br /> 0 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> �S <br /> m <br /> z <br /> z <br /> 9 <br /> m <br /> Fd A <br /> (6a7)P-M)(8-90) SHEET 3 OF 3 <br />