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0 2% L. <br />g- E- 22 z. <br />ELEV <br />5 2 9 BORING 2 (Continued) <br />0: w <br />0% rl <br />9 2 * DATE DRILLED:June 10,1997 <br />O 2 4 EQUIPMENT USED: 18" -Diameter Bucket <br />@ in ELEVATION:103.1 <br />60 - <br />Layer of Silty Sand <br />SP SAND - fine, light brown <br />Layer of Sandy Silt <br />1.5 119 17 1%41 <br />A. <br />Few Cobbles (to 8" in size) <br />1.9 118 15 Fine to coarse, light brown <br />ML CLAYEY SILT - brown <br />20.7 106 3 I <br />18.8 113 5 1 SANDY SILT - some Clay, brownML <br />26.1 101 11 1 <br />Layer of Silty Sand <br />SW SAND - well graded, about 20% Gravel and Cobbles, light greyish <br />brovvn <br />END OF BORING AT 68 M' <br />NOTE: Water seepage encountered at 67 72'. Water level measured <br />at a depth of 67 h' 30 minutes after completion of <br />drilling. Heavy caving and raveling from 47' to 51' <br />and from 67!4' to 68/2' (to 3' in diameter). <br />LOG OF BORING <br />LAW/CRANDALL <br />FIGURE A-1.2b <br />--J <br />€01361 DA6/25 GA/ DR. . M Cl Note: The log of subsurface conditions shown hereon applies only at the specific boring location and at the date indicated.It is not warranted to be representative of subsurface conditions at other locations and times.CO <br />Ul <br />N <br />U1 <br />0 <br />Ul <br />0 <br />1 <br />1 <br />1 <br />1 <br />99 - <br />09 - <br />- 55 <br />- 50 <br />55 - <br />- 45 <br />11.-L-