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�s k� r/� l�,C <br /> i. <br /> PEO a/6w a►MoLt uacn DISCRIFTION caNar <br /> 32- <br /> 34- <br /> SP <br /> 234SP SAND: $ray brown with yellow time, <br /> 15 wet, fine sand, poorly graded, little o ° <br /> 36 13 16917 silts/clays, medium dense. <br /> o <br /> 38 <br /> .a <br /> 4015 CL SANDY CLAY: gray brown with yellow ting o e <br /> 21 wet, high plasticity, fine sand, poorly <br /> 26 16918 sorted, hard. <br /> 42 ML LAYEY SILT: blue gray to dray blue, <br /> Drop ow plasticity, trace to little fine <br /> 16 and, poorly graded, trace to little <br /> hate precipitate veining, very stiff. <br /> 44 <br /> Drop • <br /> 46 9 <br /> �- 12 <br /> U <br /> U. Drop <br /> z 48 15 <br /> = 18 SC CLAYEY SAND: blue gray to gray blue, <br /> 9L 10 Z wet, medium dense. <br /> w <br /> ❑ 5O = <br /> 52 <br /> SP AND white, black-gray, salt & pepper, _ <br /> 54 et, predomaninantly fine to medium _ <br /> and, graded. <br /> 16919 56- <br /> 58- <br /> 6 58 Drop ML SILT: blue gray to gray blue, moist, _ <br /> 10 non-plastic, trace to little fine sand, t - <br /> 30/3 16920 poorly graded, hard. <br /> 60 SP SAND: as described above at 53' . <br /> 62 Total depth of boring 60' . <br /> Logged by J.S. Raugust on 8/2/88. <br /> Monitoring well MW-8 constructed an <br /> 64 this boring on $/2/88. <br /> PLATE <br /> LOG OF BORING NO•MW--8 r� <br /> k" KLEIN F E L D E R COVE CONTRACTOR 1.12 <br /> PROJECT No 24-2029-7 STOCKTON, CALIFORNIA <br />