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D>EVATION Hld30 <br />UJ <br />to <br />0 - <br />Z =i <br />U.1 0 <br />Oh <br />Z- <br />3 45 <br />O -Di <br />0 23 <br />BORING 2 <br />DATE DRILLED:June 10,1997 <br />EQUIPMENT USED: 18" - Diameter Bucket <br />ELEVATION:103.1 <br />@li <br />100 - <br />8.1 129 12 <br />3" Asphalt Paving - 7" Base Course <br />:, SM FILL - SILTY SAND - fine, some pieces of brick and metal, <br />light brown <br /> SURFACE OF NATURAL SOIL <br />ML SANDY SILT - some Clay, few roots, brown <br />-5 2 2 2 SM SILTY SAND - fine, brown <br />2.1 102 2 1 <br />95 - <br />4.5 103 2 Light brown- 10 ... <br />ML SANDY SILT - few roots, light brown <br />9.9 93 2 1 Rootlets <br />90 - <br />15 <br />9.9 110 3 1 Brown <br />85 - <br />14.9 97 3 1 <br />- 20 <br />12.5 105 4 1 Rootlets <br />80 - <br />- 25 14.9 110 3 1 <br />12.5 98 9 1 <br />75 - <br />- 30 <br />13.4 106 8 1 Some Clay <br />70 - <br />- 35 10.2 102 8 1 <br />65 - <br />40 <br />Some Clay <br />18.6 104 12 i.-:-- <br />(CONTINUED ON FOLLOWING FIGURE) <br />LOG OF BORING <br />LAW/CRANDALL <br />FIGURE A-1.2a <br />11111 11111 J(11111 <br />013 <br />/////61 ///// DA16/25 GIVII DR M CI 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.