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Project No, : 8820101A <br /> ' Date: 8-29-$8 <br /> WELL DESIGN <br /> VEPTH J w 68 � PEriE RESIS DESCRIPTION *3 SAN <br /> FEET y i _5 Z / FT 4"1D-0 02 SLO <br /> 56 Feet Below Existing Ground Surface <br /> 56 <br /> ' 57 Brown silt (NO with trace clay, moderately <br /> 58 dense, damp - slight HC odor <br /> ' <br /> 59 <br /> 60 60 <br /> 61 1 -60 20 Head3pace=214ppm _ <br /> 62 Same as above except moderate HC odor <br /> 63 <br />' 64 <br /> 65 Bottom of bore ng at 64 ft 65 <br /> 66 <br /> 67 <br /> 68 <br /> 69 <br />' 70 70 <br /> 71 <br />' 72 <br /> 73 <br /> 74 <br /> 75 <br /> 75 <br /> 76 <br /> 77 <br />' 78 <br /> 79 <br /> 1 0° $0 - <br /> 81 <br /> t <br /> 1 82 _ <br /> $3 <br /> Figure 1 -C— Teat Boring Log No. B- 1 <br /> Monitoring Well No. MW- I Woodward-Clyde Consultan <br />