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'1 I <br />. ..,~ <br />\ <br />i <br /> <br />, I <br />,\ \ SIXTEENTH <br />'\ \ \ \ ' <br />) ) 31! ~~~299 <br />I <br /> <br />\ <br /> <br /> <br />S~~~ <br /> <br />S1 BASI N <br />3004 <br />. /oj 637, 5~1 <br />E 1,395,905 .i <br />S~So~ <br />I <br />^ . __' <br /> <br />+: <br /> <br />4802 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />06: <br /> <br />GROUND ELEVATION IN FEET I" <br />MEAN SEA LEVEL DATUM <br /> <br />..-.-.---... <br />:l280 <br /> <br />.- <br /> <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . <br /> <br />/..- -......-- -"'-.....-- <br /> <br />. - ,~- ~. <br /> <br />" <br /> <br />.A <br /> <br />.. <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV, <br /> <br />--to ... t; -... <br />8 ~ Crntrr Linr \ <br />Station In 100ft. <br />o from lower study limit <br /> <br />-0 <br /> <br />I <br />-+- <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 a 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDI NATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION, THE FOLLOWING (USC a 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 a GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />6192.284. 4870.74PS-ELEVATION 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 aG AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X'I,395,770,68, <br />Y=613,033.6I, CASTLE X'I,432,094.8I, Y' 623,300.73, ANTLER <br />X.I,37/,760,95, Y'630,47B.31. BASIS OF VERTICAL CONTROL: <br />USC aGS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING <br />BENCHMARKS: RIFLE ELEV, 5319.199, NEW CASTLE ELEV.5747,82. <br />TOPOGRAPHY COMP/LED 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 />iii (2) MAP SHEET NUMBER <br /> <br />(~) <br /> <br />- <br />.. <br />f <br />(4) : <br />( <br /> <br /> <br />(14) <br /> <br />R92W~IW <br />16S' ITSS <br /> <br />(I) <br /> <br />1-70 <br /> <br />.(10) <br /> <br />(6 <br /> <br />COLORADO <br />RIVER <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />0. u, S. DEPARTMENT OF AGRICULTURE <br />"=fI 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 />SCALE <br /> <br />IN <br /> <br />600 <br />, <br />FEET <br /> <br />.SHEET <br /> <br />OF 14 <br />