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1 Project No. : 8820101A <br /> Date: 8-29-88 <br /> ' WELL DESIGN <br /> DEPTH W w as w PEKE <br /> IN == o r RES IS DESCRIPTION 413 SAKI <br /> FEET cin vis / FT <br /> 4"ID-0 02 SLO' <br /> 2$ 28 Feet Below Existing Ground Surface <br /> Grey/green silt (ML) with little send, medium <br /> 29 dense dam - moderate HC odor - <br /> ' 30 2-30 16 Head3pace=304ppm 30 - <br /> 31 <br /> ' Grey/green silt (ML) with some clay, medium dense <br /> 32 damp, moderate HC odor <br /> _ 33 - <br /> - 34 <br /> 3 34 <br /> 35 35 - <br /> ' 36 2-35 16 Headspace=861 ppm _ <br /> 37 Brown silt (ML) with some clay, medium dense, <br /> 38 damp - ,trong HC odor - <br /> 39 <br /> 40 40 - <br /> 41 2-40 28 Head3pace=869ppm _ <br /> ' 42 s <br /> 43 - <br />' 44 - <br /> 45 45 - <br /> 46 2- 45 19 Head3pace=704ppm <br /> 47 <br /> Brawn 311ty clay (CL), very stiff, damp - moder- <br />' 49 ate to strong HC odor <br /> 49 <br /> 50 Q <br /> 2-50 30 Heads pace=242ppm - F <br /> 51 <br /> 52 Brown clayey 311t (ML), medium dense, m013t - - <br />' 53 Slight HC odor _ <br /> 54 <br /> 55 55 <br /> 2-55 27 Head3pace=42ppm <br /> Figure 2-B - Test Boring Log No. B-2 <br /> - Monitoring Well No. MW- 2 Woodward-Clyde Consultan <br />