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' �iCE ANO TECHNOLOQY C4FIr <br /> 4 <br /> W <br /> LOG OF BORING BORING NO MW-6 (Weston) <br /> i OF'I <br /> CLIENT PROJECT PROJECT NO <br /> East Bay Municipal Utility District Stockton Maintenance Yard 40429 FCO <br /> ' PROJECT LOCATION COORDINATES ELEYATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California N 4820 2550 E 5040 3984 2 80 (msl) 22S FEET 2/19/21 <br /> SURFACE CONDITIONS j LOGGED BY DATE FINISH <br /> Asphalt Weston 2/19/S1 <br /> ' SAMPLING CHECKED BY APPROVED BY <br /> iJi � W <br /> � zl w w rD <br /> ' o .o Q w CLC] <br /> CORING z ~ ca <br /> r = L CLASSIFICATION OF MATERIAL REMARKS <br /> 8 � $ 8 CC <br /> 8 LU <br /> rn <br /> ' o <br /> ASPHALT Boring advanced <br /> CLAY firm cohesive plastic damp some w/1-1/4 O❑ hcdcN s <br /> very fine grained sand (CL) auger <br /> 2 �.'. <br /> SPT sampler Crile- ^t <br /> ID hammer <br /> 3 <br /> 4 <br /> 6 SILT and CLAY to SILTY CLAY firm <br /> 1 cohesive plastic moist trace fine sand <br /> (ML/CL - CL) <br /> 8 �✓i <br /> l0 <br /> SILTY SANO fine to medium grained <br /> 11 moderate to wefl sorted rounded sligntly <br /> cohesive nonplastc wet @ 12' (ML) <br /> 12 <br /> ' 13 <br /> 14- <br /> 16- <br /> 17 <br /> 41611 <br /> ' <br /> 18- <br /> 19- <br /> 20 <br /> 81920 <br /> 21- <br /> 22 <br /> 23 Bottom or boring @ 22 `r <br /> 24 Water Level enc:unte,ec <br /> at 12 feet <br /> 25 <br /> ^6 <br /> 27 <br /> ' 28 <br /> 29 <br />