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BORING LOG <br /> PROJ NAME TRACY CHP PROJECT NO 03 3009 08 L30 Sheet 1 of 2 <br /> METHOD OF DRILL HOLLOW STEM LOCATION <br /> ry SAMPLER SPLIT SPOON OD 15 " ID LOGGED BY B L WINGARD BORING # MW-4 <br /> BORING DIAMETER 8" DATE STARTED 04/01/04 TIME 10 30 <br /> 1 DRILLING CO GREGG DRILLING DATE COMPLETED 04/01/04 TIME 13 45 <br /> C57 LIC # 485185 TOTAL DEPTH OF BORING 36 5 ft <br /> DRILLER JERAMY NEFF DEPTH TO GROUNDWATER 10 0 ft <br /> HAMMER WGT N/A lbs 1HAMMER DROP N/A inches SURFACE CONDITIONS ASPHALT <br /> r <br /> ui <br /> a <br /> z o� cn SAMPLE 0 SOIL PID i� WELL <br /> 4 aCo 0 0 NO �� DESCRIPTION COLOR MOISTURE CONSISTENCY {ppm �z DESCRIPTION <br /> LU a r w .j to Y w0 <br /> d ('7 Cn a m D U) X U <br /> Y <br /> HAND AU13ERED FLUSH MOUNTEC <br /> + TO 5 0 bgs TRAFFIC BOX <br /> 1 W/LOCKING WELL <br /> CAP <br /> BROWN DAMP FIRM <br /> 27 SYR <br /> CLAY SOME 4/2 <br /> SAND —20% 4/2 <br /> 3 CL 7 5YR <br /> a <br /> LEAN CLAY (10%) 4!3 CEMENT BACKFILL <br /> k 4 COARSE SANC 0 5 70 27 0 <br /> 4 0 5-10 mm GOOD <br /> x MW-4 PLASTICITY WET FIRM 0 <br /> =1 5 X 45 <br /> x <br /> 6 <br /> SILT CLAY (35%) BROWN <br /> (5%! GRAVEL <br /> 7 (CALICHEI <br /> � 8 ML <br /> FIRM <br /> 9 BLANK 2 PVC <br /> LEAN CLAY [20%) BROWN CASING 0 5 TO <br /> 10 x FINE SAND SOME V MOIST SOFT 0 i 30 0 <br /> x MW-4 ORGANICS <br /> 11 x 10 5 <br /> 12 <br /> 13 <br /> INCREASE IN DARK WET FIRM 0 <br /> 14 SILT PERCENT BROWN <br /> CL (40%) MOTTLED <br /> W/ BLACK <br /> 1 x ORGANICS <br /> X MW-4 <br /> 16 X 155 <br /> 1I <br /> � 18 <br /> 19 SILT (30-40%) BROWN V MOIST SOFT 0 <br /> CLAY MOTTLED <br /> W/ BLACK <br /> 20X ML ORGANICS <br /> (ROOTLETS) <br /> X MW-4 <br /> 21 205 <br /> WINZL ER & KEL L Y <br /> CONSULTING ENGINEERS <br /> s� <br />