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ISFAPPC02103
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Instream Flow Appropriations
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ISFAPPC02103
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Last modified
10/19/2016 1:44:46 PM
Creation date
10/5/2006 10:47:09 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
83CW0046
Stream Name
Lime Creek
Watershed
Rio Grande
Water Division
3
Water District
20
County
Mineral
Instream Flow App - Doc Type
Supplemental Data
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<br />I <br /> <br />/ <br /> <br />'. <br /> <br />.. <br /> <br />~ <br /> <br />. <br /> <br />..~. <br /> <br />COLORADO STREAM <br /> <br />Surveyed by: <br /> <br />Powell and Campbell <br />Record Data <br /> <br />Code No. <br />Date <br />Section No. <br />S,:ream 11lll1le: <br />Primary Drainage: <br /> <br />41169 <br />15 July 80 <br />1 <br />LIME CREEK <br />Rio Grande River <br /> <br />Ma'or Draina e Rio Grande River, 39-RG <br />Lower terminus' 11111111I1 <br />Location: on uence Grande <br />Kl.ve.r <br /> <br />Hidth <br />Elevation <br />Flow ( c . f. s . ) <br />pH <br />phth <br />MO <br />EDTA <br />Conductivity <br />X if stream Profile <br />Upper terminus <br />Location: <br /> <br />T. : 40 N <br />R. 1 W <br />S. 7 <br />7 ft. <br />8840 ft. <br />2.6 ds <br />, 8.0 <br />0.0 <br />, 54 <br />86 <br />, <br />. 80 <br />obtained' <br />1111111111i' <br />Headwatets <br /> <br />Est. <br /> <br />ppm <br />ppm <br />ppm <br />lJolunl em <br /> <br />Hidth <br />E levat ion <br />Flow <br />pH <br />phth <br />KO <br />EDTA <br />Conductivity <br />X if stream profile <br />Section Summary <br />Meander factor <br />Length in Miles <br />Hidth in feet <br />Acreage <br />ObseJ:ved Flow <br />X if inundated by reservoir <br />Mileage unsectioned <br />Counties where section <br />County <br />Miles <br />County <br />Miles <br />County <br />J'iiles <br /> <br />T. <br />R. <br />S. <br /> <br />40 N <br />1 W <br />36 <br />1 ft. <br />10320 ft. . <br />1 .:>_ cf s ~ <br />1.2 <br />u.U ppm <br />4ts ppm <br />)1 ppm <br />, <br />lJolunl I;!!lj <br /> <br />J;st. <br /> <br />'70 <br />ob tained, <br />'11111111111' <br />,1.1 <br />: 5.8 Miles <br />14.0 ft. <br />'3.1 <br />j Normal <br /> <br />I <br />I <br />located/IIIIIIIIII <br />Mineral <br />: 5.8 Miles <br /> <br />. <br />SUh'JEY <br /> <br />. ~, <br /> <br />(1976 REVIS ION) <br /> <br />(X) if stream has no fishery value 0 <br />Record Data <br /> <br />Region ; Southwest <br />Beaver Dams i! I I I I 1I1I11 <br />Number (count or estimate)! Few <br />Es timated acrea e I <br />Physical stream damage (% of 11I1111111 <br />section affected) None V IIIII I I I I I: <br />Bank degredation I <br />Channelization <br />Dredging <br />Mine tailing encroachment <br />Road encroaclunent <br />Accessibility (miles) <br />Surfaced <br />Non-Surfaced car <br />4-I'lhee 1 <br />Established trail <br />No established trail <br />Boat only <br /> <br />VIIIIIIIII/ <br /> <br />,1.9 <br />i 2.5 <br />, <br /> <br />Miles <br />Miles <br /> <br />1.4 Miles <br /> <br />No aC~'2.bt: <br /> <br />VIIIIIIIIII <br />12.0 Hiles <br /> <br />I <br /> <br />: 3.8 Hiles, <br />i <br />I <br />I <br />) <br />I <br />open: <br />closed! <br />VIIIIIIIIII <br />I <br />, <br /> <br />Land Status and mileage <br />USFS <br />Bili <br />Municipal <br />Div. of \'lild, <br />Private, no public access <br />Private, 'open to public <br />State Land Board <br />County <br />Mixed small tracts, <br />Mixed small tracts, <br />Stocking <br />Miles creel size <br />Miles fingerling <br />Miles Fry Rainbow <br />Miles not stocked <br />Aquatic VeRetation <br />Filamentous algae (x one) <br />Absent <br />Rare <br />Common <br />Abundant <br />Watercress <br />-----X if present <br />Size Classification (X one) <br />Large river, lOa' <br />River 60-99' <br />Lar~e stream 36-59' <br />Medium 20_350 <br />Small 10-19' <br />Minor 4-9' <br />Very small stream :4' <br />Gradient (co~puter entry) <br />Percent per mile <br /> <br />11972 <br />. 5.8 Mlles . <br />Vllllllllil <br />YIIIIIIIIII <br />IX <br /> <br />i'lllllIlIlli <br /> <br />I <br />rllllllllll' <br /> <br />, <br />I <br />jx <br />I <br />1'1111111111 <br />4.8% <br />
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