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9a r A) Gc--a3 a2.� <br /> PID OLaw a�yrl s ks4c <br /> rs• Ma YSG3 0E3cmiFT1001 Ci1M ST <br /> 32 <br /> e <br /> 9 Trace light gray precipitate veining, ; <br /> 34 17 no cementation. <br /> 31 <br /> 4 Increase 21asticity to hi h. <br /> 3fi 9 <br /> 17 ML CLAYEY SILT: blue-gray gray blue, moist <br /> low plasticity. horizontally laminated <br /> 1-10mm thick, very stiff. <br /> 3$ 6 Sample not recovered, possible sand. <br /> 10 w <br /> CLAYEY SAND/CLAYEY SILT- dark brownish. <br /> 40wC/ML gray, wet, predominantly fine sand. <br /> 7 <br /> a — <br /> 8 >y <br /> 42 7 SILTY CLAY CLAYEYSILT: gray brown, wet -' <br /> 13 trace to little fine sand, medium plas- - <br /> 22 - ticity,, poorly sorted sand, very stiff. <br /> 44- <br /> 5 - <br /> 46 6 ML SILT: blue gray to gray blue, wet, <br /> 16908 some clay, some lipt gray mottling, <br /> LU 9 _ <br /> minor lamination-fine grained sand size - <br /> LU 10 nodules, medium plastic, stiff. - <br /> z <br /> 48- 17 <br /> ML CLAYEY SILT as at 42'. .; <br /> Ui SC SILTY CLAYEY SAND: gray black, wet, _ <br /> e 50 predominantly fine sand, trace to littl r <br /> medium sand. traCc coarse sand. <br /> ML CLAYEY SILT: blue gray to gray blue, <br /> 52 <br /> Total depth of boring 51.5 feet_ <br /> 54 Logged by J.S. Raugust oil 811/88. <br /> Monitoring well MW-6 constructed in <br /> this boring on $/1/88. <br /> 56- Grouted on $/2/88. <br /> 86062 58- <br /> 60- <br /> 62 <br /> 64 <br /> PLATE <br /> RJKLEIN FELD ER LOG OF BORING NO.MW-6 <br /> COVE CONTRACTOR 1.10 <br /> PROJECT No 24_2029_7 STOCKTON, CALIFORNIA <br />