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' Project No. : 8820101A� <br /> Date: 8-29-88 <br /> DEPTH W °C W PENE WELL DESIGN <br /> J W 40 J <br /> I N = RES I S DESCRIPTION 03 SAN I <br /> FEET N z in / FT <br /> 4"ID-0 02 SLO- <br /> 28 28 Feet Below Ext9ting Ground Surface <br /> Grey/green silt (ML) with little sand, medium <br /> 29 dense dam - moderate HC odor - <br /> 30 Headspace=304ppm 30 - <br /> 2-30 16 <br /> 31 - <br /> L Grey/green silt (ML) with same clay, medium dense <br /> 32 - damp, moderate HC odor <br /> 33 <br /> 34 - <br /> 35 - 35 - <br /> 2-35 16 Headspece=861 ppm <br /> 36 <br /> 37 Brown silt (ML) with some clay, medium dense, - <br /> 38 damp - strong HC odor _ <br />' - 39 - <br /> 40 - 40 <br /> 39 4040 - <br /> 41 2-40 28 Head3pace=$69ppm <br /> L42 - <br /> 43 <br /> 44 - <br /> 45 45 - <br /> 46 2-45 19 Headspace=704ppm <br /> i47 <br /> 48 Brown silty clay (CL), very stiff, damp - moder- <br /> ate to strong HC odor <br /> _ 49 - <br /> 50 - <br /> SZ <br /> 950 Q <br /> 2-50 30 Heads pace=242ppm - <br /> 51 <br /> 52 Brown clayey silt (ML), medium dense, moist - - <br /> 53 Slight HC odor _ <br /> - 54 - - <br /> 55 55 - <br /> 2-55 1,111 27 Head3pace=42ppm <br /> Figure 2-B - Test Boring Log No. B-2 <br /> Monitoring Well No. MW-2 <br /> Woodward-Clyde Consultan <br />