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E 1,415,125 '....., .7" ,/ E 1,416,308 N 647146~ N 650,298 \' U 6.67''''''~/r''// 663 49" E 1,417,238 E 1,413,446 668 N 648,956 N 647,5 N 649,658 E 1,414,691 E 1,417,74~ E 1,414,322 . . E 1,415,000 E 1,416,000 -$- E 1,417,000 E 1,418,000 x \ ~\ x )/ //\ x >( 662 N 648,078 E 1,417,988 o o 0_ o 10 <0 Z 668 N 649,464 E 1,414,136 >( ;x/ \ >\/ / / V \ )( '1,,'" 'l,,7-::7-~ /'1,,1 (~'" ,,'I,,' ,,,(Q v ~'V 7-\ >( , , \ C-16-3. E 1,413,000 E 1,414,000 .~". 48341 o o 0, al <t <0 Z LEGEND PLAIN LIMITS FLOOD . , ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... .., .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... .... ...... .... ..... ...... ... 100 YEAR FLOOD GROUND ELEVATION IN FEET ~S<80 ~ MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' CROSS SECTION A. CROSS SECTION CONTINUED . OA . INTERMITTENT STREAM HORIZONTAL CONTROL VERTICAL CONTROL PHOTO CENTER GRID POINT 100 YEAR FLOOD ELEV. ~\ ,...-+--..~ 6272 station in loon o from lower study limit <>- + ~280 C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT SHEETS 1-20 AND 23-29 TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6" CF, L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16817, 1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE COORDINATES X= 1,516,508.42 Y=581.255,78, GNAT-X=I,231,566,60 Y=523,643,10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: D-156 ELEVATION 6192.284, 4810 74PS, ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. SHEETS 21 80 22 COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE COORDINATE SYSTEM,CENTRAL ZONE. LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 80G AND USGS) TRIANGULATION STATIONS WERE USED: DRY HOLLOW X=I,395,770.68. Y=613.033,6I, CASTLE X=I,432,094.8I, Y=623,300.73, ANTLER X= 1,371,760,95, Y= 630,478,31. BASIS OF VERTICAL CONTROL: USC 80GS AND USGS, SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: RIFLE ELEV, 5319,199, NEW CASTLE ELEV, 5747,82. TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM " 6 CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12,1983. COMPILED BY BELL MAPPING CO,. 500 KALAMATH ST. DENVER CO. SHEET INDEX STREAM MAP SHEET STREAM MAP SHEET 0 PORCUPINE CR, GARFiEL D CR, 0 1-3 15-16 0 BEAVER CR 184 ALKALI CR. 17-18 I'- '" MAMM CR. 5 - 8 S, CANYON CR. 19-22 <D DRY HOLLOW CR. 9 -10 CANYON CR 23-24 z DIViDE CR. II -14 ELK CR. 25-29 ~VIS]ON DATE BY (j U. S. DEPARTMENT OF AGRICULTURE ~ SOIL CONSERVATION SERVICE FLOOD PLAINS FLOOD PLAIN MANAGEMENT STUDY COLORADO RIVER TRIBUTARIES IN GARFIELD COUNTY COLORADO 200 200 , SCALE o 400 600 . FEET IN SHEET 29 OF 29