Laserfiche WebLink
<br />.' <br /> <br />>. <br /> <br />. <br /> <br />COLORADO STREAM SURVEY <br /> <br />. <br />. <br /> <br />.~ <br /> <br />. <br /> <br />(1976 REVISION) <br /> <br />Surveyed by: Powell and Camobell (X) if stream has no fishery value __ <br />Record Data Record Data <br /> <br />Code No. 45876 '^ ReRion ~ Southwest: <br />Date j 24 Jul'v 80. Beaver Dams V 111111111 j, <br />Section No. ! 2 . Number (count or estimate Few i <br />Stream Name: CLEAR CREEK. SO~~ Estimated acreaRe <br />Primary Drainage: Clear Creek . Physical stream damage (% of 1111111111,' <br />section affected)None VIIIIIIIIII <br />Bank deRredation I I <br />Channelization .. <br />Dredging <br />Mine tailin encroachment <br />Road encroachment <br />Accessibilit miles <br />Surfaced <br />Non-Surfaced car <br />4-Wheel <br />Established trail <br />No established trail <br />Boat onlv <br />No access <br />Land Status and mileaRe <br />USFS <br />BLM <br />Munici al <br />Div. of wild. <br />Private no ublic access <br />Private, 0 en to ublic <br />State Land Board <br />Count <br />Mixed small tracts 0 en <br />Mixed small tracts closed <br />Stockin <br />Miles <br />Miles <br />Miles <br />Miles <br />A uatic Ve etation <br />Fil=entous <br />Absent <br />Rare <br />Common <br />Abundant <br />Watercress <br />if <br /> <br />,. <br /> <br />Ma or Draina e Rio Grande River 39-RG <br />Lower terminus 1111111111. <br />Location: South Clear Creek ,aIlS <br /> <br /> <br />I <br />i <br />T. 141 N <br />R. 13 W <br />I <br />S. III <br />j 10 ft. <br />, 9680 ft. <br />4-5 cfs <br />I 7.3 <br />0.0 ppm <br />41 ppm <br />34 ppm <br />76 jlohm/cm <br /> <br />lYidth <br />Elevation <br />Flow (c.f,s.) <br />pH <br />phth <br />MO <br />EDTA <br />Conductivity <br />X if stream profile obtaine& <br />I <br />Upper terminus 1IIIIIIIIIIi <br />Location: Contluence w1th Brown's Lakes <br />. <br /> <br />Est. <br /> <br />T. <br />R. <br />S. <br /> <br />41 N <br />3 W <br />11 <br />10 ft. <br />9760 ft. <br /> <br />Width <br />Elevation <br />Flow <br />pH <br />phth <br />MI) <br />EDTA <br />Conductivity <br />X if stream profile obtained, <br />Section Summary VIIIIIIIIII: <br />Meander factor I 1.1 <br />LenRth in Miles i 0.8 Hiles <br />Width in feet ! 10 ft. <br />Acreage ~ 1,1 <br />Observed Flow I Normal <br />X if inundated by reservoir ,. <br />Mileage unsectioned .. <br />Counties where section locatedVlllllllll1 <br />County tl1nsdaIe <br />Miles I V.l! HUe <br />County <br />.Miles <br />County <br />Miles <br /> <br /> <br />II II II lilt <br /> <br />I <br />i 0.8 Mile <br /> <br />. Y"I"I"" <br />0.5 Mile . <br /> <br />Mile <br /> <br /> <br />111111111I <br /> <br />now <br /> <br /> <br />111111111I <br />1111111111 <br /> <br />.X <br />i ; <br />Y 1111111111I <br /> <br />X present I <br />Size Classification (X one) 111I11111f: <br />Large river; 100' ; <br />River 60-99' <br />Lar~e stream 36-59' , <br />Medium 20-35' i <br />Small 10-19' A <br />Minor 4-9' . <br />Verv small stream -:.-4' i <br />Gradient (co:nouter entrY) 1IIIIIIIlL <br /> <br />Percent per mile <br /> <br />1 1 q'Z <br />