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Project No.: 8820101A <br /> Date: 8-29-88 <br /> WELL DESIGN <br /> DEPTH W Cc eu PEKE <br /> IN = RESTS DESCRIPTION 7°`3 SANT <br /> FEET vii z vii / FT 4"ID-0 02 SLO' <br /> ' 28 Feet Below Existing Ground Surface <br /> 28 Grey/green 311t (ML) with little sand, medium <br /> 24 dense dam - moderate HC odor - <br /> ' - 30 - 2-30 16 Heads pace=304ppm 30 - <br /> 31 ` <br /> Grey/green silt (ML) with some clay, meds um dense <br /> 32 damp, moderate HC odor <br /> - 33 - <br /> 34 - <br /> 3 34 <br /> 35 35 36 - <br /> 2-35 16 Heads pace=861 ppm _ <br /> 37 Brown 311t (ML) with,some clay, medium dense, - <br /> 38 damp - strong HC odor <br /> ' 39 - <br /> 40 <br /> 9 40 40 - <br /> 41 2-40 28 Headspece=869ppm <br /> 1 42 = <br /> 43 <br /> 44 - <br /> 45 45 - <br /> 46 2-45 19 Heads pace=704ppm _ <br /> 47 - <br /> 48 - Brown silty clay (CL),very stsff, damp - moder- _ <br /> ' 49 ate to strong HC odor - <br /> - So - <br /> ' 2-50 30 Head3pace-242ppm _ <br /> S1 <br /> 52 Brown clayey silt (ML), medium dense, moist - <br /> 53 Slight HC odor _ <br /> 54 <br /> 55 55 - <br /> 2-55 27 Head3pace-42ppm <br /> Figure 2-8 - Test Boring Log No. B-2 <br /> - Monitoring Well No. MW-2 Woodward-Clyde Consultan <br /> r <br />