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Last modified
1/26/2010 10:08:12 AM
Creation date
10/5/2006 4:07:02 AM
Metadata
Fields
Template:
Floodplain Documents
County
Ouray
Community
Ouray
Stream Name
Uncompahgre River
Basin
Gunnison
Title
Portland Flume Reconstruction Ouray
Date
5/18/1984
Prepared For
Ouray
Prepared By
Western Technologies
Floodplain - Doc Type
Project
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<br />- - - - - - - - - - - - - - - - - - - <br /> SOIL BORING DATA <br /> Project Ou ray Flumes - Portland Boring No. 3P Job No. 6143J002 <br /> Elev. Top of Hole 105.0 Datum 24 Ft East of c of Bridge = FL = 100 Prepared By SL Date 2/2/83 <br /> Type/Size of Boring Test Pit Rig Type 8ackhoe Driller Reviewed By JF Date 2/7/83 <br /> <br /> Penetration <br /> Resistance <br /> ~ Blows/Ft. <br /> ~ <br /> 0. <br /> ~ C N/R <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> , <br /> 9 <br /> 20 <br /> 1 <br /> 2 <br /> 3 <br />(il 4 <br />5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 30 <br /> <br />1:. <br />> <br />>- <br />ll> Dry Density <br />~ pet <br />. <br />~ <br /> <br />Particle Size <br />Distnbution % <br /> <br />Description <br /> <br />< <br />2 <br />;; ~ <br />_u <br />~~ v; ! <br />x <br />. . ~ <br />Q ~ <br />GC 12 -- <br /> . <br /> <br />Cr. C",n R",I.tJ~ Pw. Con...- Cemen <br />lKln Sh._ DensIty (,Clry tenq lallan <br /> <br />.. <br />u <br />-"~ <br />",0 <br />.~ <br />i3 <br /> <br />Moisture <br />Conl~nt <br />% <br /> <br />.1 1 <br />~ u ] <br />20 40 30 <br /> <br />.t ~:<~I;li I,' I,.. 'i.' <br />~ .1 WHhl~!d~~!I;~~!f,l <br /><i'i ~1 < "'JlI:>,.....j1p~~-'1~"'....,'^>'r~.....J <br />10 .~. ; j( r .~ I ' I J (! ! i <br /> <br />!.I LL, ij <br />,., I.: l L <br />i' . i <br />t., ,,' t <br /> <br />;.:. iT <br />I .. !-- + rot <br />I ::, <br /> <br />I. <br /> <br />., i, <br />, , <br />'11 i <br /> <br />i <br /> <br />1 ~_ +.,..~_ <br />.1 : <br />ii . ".". <br /> <br />: .... 'I <br /> <br />1 . i ~,q +-+-t <br /> <br />; <br /> <br />Moist <br /> <br />Gra ve 1 with <br />qrav/brown <br /> <br />cobbles and silt clay, fine <br /> <br />Cobbles with Gravel and silt clay, fine GP <br />gray <br /> <br />12 -- 40 30 20 10 . 1< ,x, <br /> <br />. <br />i I <br />: . <br />; <br /> , <br /> <br />Stopped @ 12 fe~t <br /> <br />, <br /> <br />--I... <br /> <br />, ; <br /> , <br />I , <br />, . ' <br /> <br />I <br /> <br />,; : <br /> <br />. i <br />. <br /> <br />. <br /> <br />. . <br /> <br />. <br />. . <br /> <br />NOTE: THESE DATA REPRESENT CONDITIONS ATTHE LOCATION ON <br />THE DATE THE FIELD WORK WAS PERFORMED AND SHOULD NOT BE <br />INFERRED TO REPRESENT OTHER LOCATIONS OR DATES. SUCH <br />DATA HAVE BEEN OBTAINED EXCLUSIVELY FOR DESIGN PURPOSES <br />AND SHOULD NOT BE CONSTRUED AS PART OFTHE CONSTRUCTION <br />PLANSOR AS DEFINING CONSTRUCTION TECHNIQUE. <br /> <br />GROUNDWATER CONDITIONS <br /> <br />?-? <br /> <br />No Groundwater Encountered <br />Time Depth <br />Time Depth <br /> <br />f\lnn~ <br /> <br />Date <br />Date <br />Date <br /> <br />i! I <br /> <br />i ., <br /> <br />, <br />, <br />r- I <br />" I <br />, I <br />I <br /> <br />I <br />h <br />, <br />Lj <br /> <br />-r. <br /> <br />) <br /> <br />, I <br />. , <br />it t <br /> <br />T.' r' .. <br />' . <br />~, r <br /> <br />-, . <br /> <br />"-1 <br /> <br />'I .'! <br />
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