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PROJECT: bt rIWAA1LWHLUGri C11IM BORING No.MW <br /> ,LOCATION : GO LDE—CQLORAT)n <br /> COORDINATES N. E. ELEV. —6,590—A, PAGE 1 OF T <br /> 2 !— <br /> O = 9 < W tt r Z o. cc Z <br /> W a. 0. $ y i i Wqno x DESCRIPTION OF SOILS <br /> 5 <br /> —� O W y W y NW Wzi m �U <br /> W to J IL <br /> Q <br /> +: 8P Fill - coarse angular cobbles with some coarse <br /> gravel. Little sand and fines, except top 6".Loose <br /> • • Bottom of fill at 3' <br /> ."�--- "1 136 Brown coarse gravel with cobbles and coarse to <br /> 9P medium sand, little fines <br /> 5 ° ° Boulder at 4!6" to 7'6"' <br /> o +I <br /> o++ E <br /> ° I <br /> 39 <br /> 10-;' +� <br /> '►+ Boulder at 11'6" to 131 <br /> Fine to coarse sand gravelly and silty. Dense <br /> ••;:. SP/SM 67 Boulder at 141 to 15' <br /> 15 <br /> Increasedgravel content <br /> :'. SM 27/6" <br /> Fine to coarse silty sand with some gravel. Dense <br /> 20 . . , <br /> 50/ " Weathered bedrock from 23". to ..23'6" <br /> _1 edrock 50/1" Bedrock - sound, competent'amphiboli.te. <br /> 25 {-� Boring compi'fated at 2516"'. on <br /> 211" PVC casing installed to 24' ' <br /> Ground water at 7" on the completion ofboring <br /> 0 ` <br /> r <br /> L.OG OF BORING <br /> IHC <br />