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<br />N639.000: <br /> <br />\ \ <br /> <br />\ <br />, \ ' <br />\ \ \ . '. <br />'-'V' <br />y <br />r <br />\ <br />\ " <br />\.t <br /> <br />", <br /> <br />'"'' <br />", <br /> <br />- <br />.'"', <br />" ,,) <br />: f,," ~ <br />,..:. " <br />~ "',", " " \ <br />f.., ", \ <br />..- \ ' "', <br />~ ",;. , '\ \. <br />:I: "", \ \ \ <br />III J \\ III <br />I' ~ \\, \ <br />~. .... \ <br /> <br />:I: " <br />u ' <br />t- ~'" <br />.., <br />2" <br />" <br />", <br /> <br />. <br /> <br />N636,OOO - <br /> <br />N&39,OOl <br />E 1,396,719 <br /> <br />'ts>~i$ <br />"'0 ' <br />j.i,' " <br />1#' . <br />;'/ <br />, l't <br />___~;r!, <br /> <br />" <br />, <br /> <br />\', <br />''." <br /> <br />" <br /> <br />" <br /> <br />-.. <br />'.... <br /> <br />\ <br />\ ' <br /> <br />---...... <br /> <br />"\, <br /> <br />/ <br />N 638.893" <br /> <br />i <br />, <br />, <br />I' <br />i: <br />Iii <br />, I <br />, \ <br /> <br />/ <br />/ <br /> <br />, <br />/ <br /> <br />/' <br />,/ <br /> <br />MATCH SHEET C.23-1 <br /> <br />=........ <br /> <br />, <br />/ <br /> <br />/~ ' <br /> <br />3, <br /> <br />, ,'2 I' <br /> <br />, <br />, ~ <br /> <br />.--/ /~-~ <br />/ <br />/ <br />/, <br /> <br /> , ' \~ <br /> \' \~ <br /> " ')'~ ~ () <br /> , <br />/' <br />110 I' l/I L~ <br />~ ' <br />/ <br /> , / <br />/ / ~ /' <br /> / <br /> <br />/1 <br />/ , <br />,/~ , <br />i <br />, . <br /> <br />/ <br />/ <br /> <br />-$- <br /> <br />, <br />: <br />, <br />.~ <br /> <br />4806 <br /> <br />--~----" <br /> <br />FLOOD <br /> <br />LEGEND <br />PLAIN LIMITS <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~ 5<80 ________ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2,0' <br />CROSS SECTION A. . A <br />CROSS SECTION CONTINUED . ... <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV. <br /> <br />--t. ... -t-; -h. <br />6. ~ Ctnltr Lint '\ <br />Station in 100ft. <br />o from lower study limit <br /> <br />-<) <br />-L <br />I <br />5280 <br /> <br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1,6 AND PARTS OF 2,7,10,11 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 617, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDI NATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X- 1,516,508.42 Y=58I,255.78. GNAT-X= 1,231,566.60 <br />Y'523,643.10. BASIS OF VERTICAL CONTROL: USC 6 GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />6192.284. 4870.74PS-ELEVATlON 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 3,4,5,8,9,12,13,14 AND PARTS OF 2,7,10,11 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC 6G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X-',395,770.68, <br />Y"613,033.6I, CASTLE X"I,432,094.8I, Y-623,300.73, ANTLER <br />X=I,37I,760.95, Ya630,478.31. BASIS OF VERTICAL CONTROL: <br />USC 6GS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING <br />BENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747.82. <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12, 1983. <br />COMPILED BY BELL MAPPING CO.,500 KALAMATH ST, DENVER CO. <br />LEGEND <br />s (2) MAP SHEET NUMBER <br /> <br />(5) <br /> <br />.. <br />; <br /> <br /> <br />(4) .: <br /> <br />I <br /> <br />(14) <br /> <br />R92W~IW <br />T65' IT6S <br /> <br />(I) <br /> <br />1-70 <br /> <br />'(10) <br /> <br />(6 <br /> <br />COLORAOO <br />RIVER <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />o U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLA IN MANAGEMENT STUDY <br />TOWN OF SILT <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />200 <br /> <br />, <br />seA LE <br /> <br />600 <br /> <br />, <br />FEET <br /> <br />IN <br /> <br />,SHEET <br /> <br />'OFI4 <br /> <br />........_ _ _..._.., a'" ~". , <br /> <br />;<~ >~- ...,..- ....-..~- ~ -"'~.. ,., ,.....-. <br />