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, Project No. : 90371 A <br /> Date: 10-31 -86 Elevation. <br /> DEPTH � w J PEKE. <br /> WELL DESIGN <br /> �N a m a DESCRIPTION <br /> t 0 t RESTS. 03 SAND <br /> FEET v¢i i in / FT . <br /> 0.030 SLOT <br /> 0 Existing Ground Surface <br /> r.r.r.r ,.ti•,• ,.,.,.�. <br /> 1 ti.�..,..,. Concrete r-r•r• ,.,.,., <br /> r•r-r- r•r•r•r <br /> 2 . Grey/qrn silty. sandy clayey fill <br /> 3 ' :i-:i.:i.:i Brown silty sand - moist <br /> R 17-1 Ivi 9 (Headspace = 25ppm) <br /> Grey silty sand or sandy silt - 5 <br /> 6 saturated - <br /> 7 17-2 9 (Headspace = 125ppm) _ <br /> .:i .i <br /> .�..,. <br /> 9 �..�. <br /> Grey silty medium sand - sa tur- - <br /> 1 0 ..i.:i _:� a.t ed <br /> T:I <br /> T 10 <br /> 12 i :r A- :i :; - <br /> i � •i -i i <br /> 13 i :i J..i..,. <br /> .; 15 <br /> _ 16 <br /> 1 7 i•:IJi ' - <br /> ;.•i::i :i.:i - <br /> 18 ; <br /> 19 <br /> Driller reports 20 t�,r p possible clay zone . <br /> 21 Bottom of boring at 20 ft- <br /> 22 <br /> 23 <br /> 24 <br /> 25 <br /> 26 <br /> 25- <br /> 27 - <br /> Figure 2. - Test Boring Log No. 17 <br /> Monitoring Well No .ITW-17 Woodward-Clyde Consultants <br />