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1 � i <br /> Project No. : 8820101A <br /> Date: 8-29-88 <br /> DEPTH LO °� W PEKE WELL DESIGN <br /> J W 49 J <br /> IN = = o= RES IS DESCRIPTION v3SAN <br /> FEET i z -3 w / FT <br /> 4"ID-0 02 SLO <br /> 56 Feet Below Existing Ground Surface <br /> 56 <br /> 57 Brown clayey silt (ML), medium dense - slight <br /> HC odor - <br /> 58 <br /> 59 Brown silty clay (CL), very stiff, damp - slight <br /> HC odor <br /> 60 60 - <br /> 61 2-60 24 Headspece=106ppm _ <br /> 62 - <br /> 63 - <br /> 64 <br /> 65 Bottom of bo ring at 64 ft 65 <br /> 66 - <br /> 67 - <br /> 68 - <br /> - 69 - <br /> 70 - <br /> 6 67 68 697D 70 <br /> 71 - <br /> 1 72- 73 - <br /> - 74 - <br /> 75 - <br /> 37475 75- 76 - <br /> - 77 <br /> 6 77 - <br /> 7$ <br /> 79 <br /> 80 80 - <br /> 81 <br /> 82 <br /> 83 - <br /> Figure 2-C- Test Boring Log No. B-2 <br /> Monitoring Well No. MW-2 Woodward-Clyde Consultan <br />