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"'\ 'c (~~~'-...'~, '.,~ .p 0~~ . \~ ...-.- ~~355.1:~\ , \'-\", '" \ :/'~ ~ <br />\ ,\i\~ 1i\'\47 I 471 \,' \X~ WATER X w:~~ ',1, X 5358.5 .. 23f.O~/)- \ '\ r ~ <br /> <br />f' \l\m\\' ~'. c?::/, '~\~~~ ~\(,( \ 5359.15" ){~ \._ ". 'X~::5~5~~/'-(~~5)57~~\\J\ \:1:\1/( 5356.3__X5356.4V --,,~ ~ <br />~\~~\\? \fr~ ~\,~~,'''''',~''Z,~~(,\\\'\\ \ \. " .~ ""'-.:~~ \ ';('1 ,11\ _X---- /'irl- <br />I' ~ ~\S:'~~lC~~'S~,t>JZ)~ \ ' ') /: R "'::::". ~.i\~" .'\51 \. :" / j "0' 5'5'___")~ 0 <br /> <br />1\ 1 (' ~ <br /> <br />, r<) <br /> <br />. '....., <br />5367.8 \. I ~ <br />~\ J I :\ ~~~~g07.8 I, \. X.,. " / X \ ;j" \ ''-. j .....\ ,<-,,),,~ : <br />_j\~t- ~j,/~\~~\ :;-<::~MI '- ')/, IA";/ ,.,,' ,-,-~ \, '" . 5355.0 ',IPI <br />446 ,_;-""d} 4~>> X M~ Il /' I~ I " ;:~, \ \\.... J '., x .. ~y <br />N 627.859 " \ "', ~';'~U~".n 'to . , ! I \- 5353.,x(_~ 'I r ". 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""',) , 1-------..,''',:,) j 'i c) LJ ('-.AJ446 Creek (" C <br />~ 4~ ~\ ~ ~~ ~v' ~'JIi' ~ (5365.4 \~ jlt) r __. _________ ,.,'::J?F::::, I I/. ~ .,.'.>;~ ( <br />~ ~\\~ ,~\~" ~ ,\~3.0- 511,~0~;~ A ~~.8 I ~,r fO) . ) -I- '.~ .., ~~ <br />)' \\.. ~~ '~\1' \\I\-\\\\\~ / -J.( 1!(1f".~ ) X ~\T '. // ~ ) ,\ <br /> <br />. <br /> <br />N 632,000 <br /> <br />I <br /> <br />i z , <br /> <br />472 <br />N 629,090 <br />E ',370,375 <br /> <br />472 <br />ri 631,756 <br />E 1,377,474 <br /> <br />21474 <br /> <br />'+ <br /> <br />471 <br />N 630,783 <br />E 1,376,386 <br /> <br />471 <br />N 630,183 <br />E 1,376,416 <br /> <br />470 -+. <br />N 630,813 <br />E 1,375,819 <br /> <br />~3:t~-v-- <br /> <br />. <br /> <br />., <br /> <br />N 631,000 <br /> <br />MATCH SHEET <br /> <br />N 629,000 <br /> <br />C -33 <br /> <br />MATCH SHEE T <br /> <br />N 630,000 <br /> <br />C - 34 <br /> <br />~'. <br /> <br />o <br />5364.8 g <br />X al <br />"- <br /> <br />~~ ~ <br /> <br />. <br /> <br />"--- <br /> <br />5367.5 <br />X <br /> <br />. <br />. <br /> <br />5367.0 <br />X <br /> <br />5367.9 <br />X <br /> <br />. <br />. <br /> <br />'. <br /> <br />. <br />. <br /> <br />~ <br /> <br />- <br /> <br />-' <br /> <br />/'/ <br /> <br /> <br />"'-'~- // <br /> <br />\- ('----~-----'~---_..-/: <br />.) <br /> <br />.-' ~ "''\ "'~362.8 r"\.-~ <br /> <br />'--. <br />\, <br /> <br />........ <br /> <br />\. <br />5359.0 -"~ <br />X <br /> <br />X \ <br />5361.2 \ <br />~\ <br /> <br />360~ 5360/ <br /> <br />5359.6: ~ <br /> <br /> <br />x' \ <br /> <br />471 <br />N 629,532 <br />E 1,377,261 <br /> <br />470 <br />N 627,619 <br />E 1,376,282 <br /> <br />)(~, <br /> <br />)<- <br /> <br />MATCH SHEET <br /> <br />C-37 (5) <br /> <br />4815 <br /> <br />- <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />.. - - .. <br />..... .......... <br />..... .......... <br />..........! <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~ 5280 ______ <br />MEAN SEA LEVEL DATUM <br /> <br />'. <br /> <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTI NUED . <br /> <br />- <br /> <br />OA <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 />~72+\~""~ <br /> <br />station in 100ft) <br />o from lower study limit <br /> <br />-<> <br />+ <br />~280 <br /> <br />w <br /> <br />(-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1-20 AND 23-29 <br />TOPOGRAPHY COMPilED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CF. l, VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 8 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOllOWING (USC 8 GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X= 1,516,508.42 Y=58I,255.78. GNAT-X=I,23I,566,60 <br />Y=523,643.10. BASIS OF VERTICAL CONTROL: USC 8 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 21 8 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM,CENTRAL ZONE, lAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC8G AND USGS) <br />TRIANGULAT:m~ STATIONS WERE USED: DRY HOllOW X= 1,395,770,68. <br />Y=613,033,6I, CASTLE X=I,432,094.8I, Y=623,300.73, ANTLER <br />X= 1,371,760,95, Y=630,478.31. BASIS OF VERTICAL CONTROL: <br />USC B GS 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 /> <br />SHEET INDEX <br /> <br />STREAM <br /> <br />MAP SHEET <br /> <br />STREAM <br /> <br />MAP SHEET <br /> <br />PORCUPINE CR, <br />BEAVER CR <br />MAMM CR, <br />DRY HOLLOW CR. <br />DIVIDE CR, <br /> <br />I - 3 <br />184 <br />5 - 8 <br />9 -10 <br />II -14 <br /> <br />GARFIELD CR, <br />ALKALI CR. <br />S, CANYON CR. <br />CANYON CR. <br />ELK CR. <br /> <br />15-16 <br />17-18 <br />19-22 <br />23-24 <br />25-29 <br /> <br />REVISIO N <br /> <br />DATE <br /> <br />BY <br /> <br />w <br /> <br />o U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLA IN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />200 <br />. <br />SCALE <br /> <br />,:':':'. 600 <br />, <br />FEET <br /> <br />IN <br /> <br />SHEET 6 OF 29 <br /> <br />I .,I <br />, . <br />