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Roject No. : 8820101 A <br /> te: 8-29-88 +- <br /> WELL DESIGN <br /> DEME <br /> = 0 = RES IS DESCRIPTION *3SAN y <br /> EET r o ( / FT 4"ID-0 02 SLO <br /> 56 Feet Below Existing Ground Surface <br /> 156 <br /> Brown clayey silt (ML), medium dense - slight A- <br /> 57 HC odor <br /> 56 - <br /> 59 Brown silty clay (CL), very stiff, damp - slight _ <br /> HC odor <br /> 160 - 60 <br /> 61 2-60 24 Heads pace=106ppm <br /> 62 - <br /> 63 - <br /> 64 <br /> 65 Bottom of boring at 64 ft 65 _ <br /> 66 - <br /> 67 <br /> 70 70 <br /> 71 - <br /> 72 <br /> 73 - <br /> 74 <br /> 75 75 <br /> 76 <br /> 77 L <br /> 78 <br /> 79 - <br /> 80 — 80 <br /> 81 <br /> L83182 I? <br /> Figure 2-C- Test Boring Log No. B-2 <br /> - Monitoring Well No. MW-2 Woodward-Clyde Consultan <br />