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ISFAPPC01732
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Instream Flow Appropriations
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ISFAPPC01732
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Entry Properties
Last modified
10/19/2016 9:11:02 AM
Creation date
10/5/2006 10:43:17 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
84CW0162
Stream Name
South Fork Rio Grande River
Watershed
Rio Grande
Water Division
3
Water District
20
County
Mineral
Instream Flow App - Doc Type
Supplemental Data
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<br />f~~ 'I'~f'- <br /> <br />. COl,GR.^JJO S'.tREAM SUR'IE'[ . (1976 IlEvrSION) <br /> <br />Smith and Weiler (X) if stre~~ has no fishery value <br />Record Data Reco~d Data <br /> <br />.,. (?' " <br />//-/r:";' <br />.", - <br />". <br /> <br />-t'J <br /> <br />Surveyed by: <br /> <br />: 42.'Ji>5 <br />: 9/30/76 <br />I 1 <br />, <br />S.;:rea.... Name: RIO GRANDE RIVER. SOUTH rom< <br />Primary Drainage: . <br /> <br />Code No, <br />Date <br />Section No. <br /> <br />Major Drainage Rio Grande R~ver. ,9-RG' <br />LOI'1er terminus FISIJf3~Y (I I I /I I /I I I <br />Location: Confluence with Rip Grande' <br />River at South Fork, Coloradol <br />'J. .f" I <br />}-- l" -.<, t1-"f '" f' : <br /> <br />T. ! 40 N <br />R. ! 3 E' <br />S. i 31t <br />t-Tidth : 40 ft. <br />Elevation I b180 ft. <br />Flow (c.f.s.)(Estimated) . 1t0 cfs <br />pH ,7.9 <br />phth ; 0 ppm <br />MO i 31t ppm <br />EDTA ' 3'+ ppm . <br />Conductivity , 50 Mohm/cm <br />X if stream profile obtaine& ~ <br />U?per terminus 1/1111111111 <br />Location: B~g Meadows Reservoir j . <br />f'r\A;,." I/Of' ,L.- { <br /> <br />T. ' '~8 N <br />R.; 2 E <br />I <br />S. '17 <br />15 ft. <br />, <br />, <:I 20 ft. <br />: 10 cfS--i <br />.7.4 --1 <br />: 0 ppm , <br />: 20 ppm <br />: 17 ppm ~ <br />'29 Mohm/cllli <br />ob tained, 1 <br />VIIIIIIIIII! <br />i 1.1 <br />! 13.9 Mile~ <br />! 25 ft. . <br />!lt6.3 -, <br />I Normal <br /> <br />t-Tidth <br />Elevation <br />Flow (Estimated <br />pH <br />phth <br />MO <br />EDTA <br />CO'lduc::ivity <br />XC': "tream profile <br />Section Summary <br />Meander factor <br />Length in Miles <br />l'~idth in feet <br />Acreage <br />Observed Flow <br />X if inundated b reservoir <br />Milea e unsectioned <br />CO..tnt5.es \.;here section <br />Cot;nty <br />~~iles <br />C.)unty <br />Niles <br /> <br />locatedlllllllllll <br />Rio Grande <br />~ Miles <br />Mineral <br />i 6.9 Miles <br /> <br />~~.::~ <br />r:i les <br /> <br />,. <br /> <br />j <br />~ <br /> <br />Region i. .so~.tth"vest . <br />Beaver nrous II II I I I I I I // <br />. <br />Number (count or estimate); 110ne <br />Estimated acreage <br />Physical stream damage <br />section affected) <br />Bank degredation <br />Channelization <br />Dredging <br />Mine tailing encroachment <br />Road encroachment <br />Accessibility (miles) <br />Surfaced <br />Non-Surfaced car <br />4-Hheel <br />Established trail <br />No established trail <br />Boat only <br />No access <br />Land Status and mileege <br />USFS <br />BLM <br />Nunicipal <br />Div. of \'Iild. <br />Private, no ublic access <br />Private 0 en ::0 public <br />State Land Board <br /> <br />~~~~~y small tracts, open ~----i <br />Mixed small tracts, closed! ; <br />Stocking VIIIIIII!II <br />Miles c~'eel size 110.2 ,:!ile~. <br />Miles fingerling , . <br />Niles Fry I <br />Mil~s not stocked I 3.7 ;,jilas. <br />Aquatic Vegetation V / I I I i I I I I I: <br />Filamentous algae (x one) V 11/. I U 1/ I I Ii <br />Absent ~ <br />Rare I .....-- <br />Common I <br />Abundant i----: <br />Watercress -1 I I I I I : I / If, <br />X if present i I <br />Size Classification (X one) Vlllllli~ <br />Large river 1 100' ! <br />River 60-99' -1-~-_ <br />Larp.a stream 36-59' I <br />Nedium 20-35' I ': <br />r__.'_'" <br />Small 10-19' , <br />.....-. <br />Nj.nor 4-9' I ~ <br />Very 51,,0.11 stream~'ll' C.,--, <br />GT..!;dient (co:nputer entry) VII/Dl/tiL <br />Percent per mile ! 1 <::::~,_----3 <br /> <br />(% oi 11111/1111 <br />VIIIIIIIII{ <br />I <br /> <br />12~~ <br />VIIIIII/!!t <br />! 12.7 :i~l"s <br />I <br />I 1.2 :1:les : <br /> <br />. <br />I <br />Vlllllillll <br />18.2 "lUes' <br /> <br />1- <br /> <br />3..2 ~.tiles <br />2.5 Hiles' <br /> <br />- <br />
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