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<br /> <br />PROJECT : ??-nwtttclcwe?a u?c? ci&- BORING NO. r1W-i t Utt-L ) <br />LOCATION : l-01-DE .?CQL0RAnQ <br />COORDINATES N. E. ELEV. -6-.20-L PAGE_ OF 1 <br /> <br /> <br /> <br />Q <br /> <br />S W <br />d Cr p.. 2ta- <br />o ziau-?i Q= <br />I`— <br /> <br />DESCRIPTION OF SOILS <br />0. <br />W W 2 <br />A. <br />N N <br />in <br />'K <br />m 2 W411 3C <br />.H 2' J <br /> <br />,? %Z <br />3 V . <br />W V CL(C <br />N <br /> 8p Fill - coarse angular cobbles with some coarse <br /> °oo gravel. Little sand and fines, except top 6".Loose <br /> Bottom of fill at 3' <br /> <br />? 36 Brown coarse gravel with cobbles and coarse to <br /> , <br />• ? gP medium sand, little fines <br /> Boulder at 4_16" to 716" <br /> ° I <br /> o • I <br /> <br /> <br /> ° <br /> 39 <br /> <br /> <br /> <br />10 -? ° • <br /> •,• Boulder at 11'6" to 13' <br /> •_° , Fine to coarse sand gravelly and silty <br />Dense <br /> _ . <br />.. <br /> : SP/SM 67 Boulder at 14' to 15' <br />15 <br /> Increasedgravel content <br /> " <br /> 27/6 <br /> :. SM Fine to coarse.sil.ty.sand with some gravel. Dense <br />20 .. . <br /> 50/4" ' <br /> <br /> <br />- <br /> <br />k <br />d , <br />50/1" <br />6" <br />Weathered bedrock from 23 to:23 <br /> ro. <br />e Bedrock - sound, .competent amphibol,ite <br />25 =J _- Boring completed at 25 6" on 11 12=81 <br /> ' <br /> I.. 2V..PVC casing installed to 24 <br /> Ground water at 7' on the completion of.boring <br /> <br />0 I <br /> <br />LOG OF BORING <br />