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<br />~ 1,455,000 <br /> <br />. <br /> <br />C-II+ <br /> <br />E 1,456,000 <br /> <br />E 1,457,000 <br /> <br />E 1,458,000 <br /> <br />E 1,459,000 <br /> <br />000 <br />,,:>'0' <br />~ <br />~ <br /> <br />\'l-f) <br />'l-f)X"J~ <br />"J~ <br /> <br />'\"JO <br />'l-"X"J\ <br />"J~ <br /> <br />x <br /> <br />x <br /> <br />1~95 <br /> <br />o <br />o <br />~ <br />>: ~ <br /> <br />z <br /> <br />\ <br />~\ <br /> <br />,..4 0 <br />~ <br />~ <br />~.~ <br />.," ~/.~ ~ <br /><t <br />:< <br /> <br />o <br />o <br />o <br />0- <br /><t <br />C[) <br /> <br />758 <br />N 639,840 <br />E 1,454,697 <br /> <br />759 <br />N 639,345 <br />E 1,455,523 <br /> <br />760 <br />N 638,753 <br />E 1,456,369 <br /> <br />760 <br />1" <br /> <br />\/~ <br />/'y~\.- <br />~5635~1 <br /> <br />759 <br />, <br /> <br />17 <br /> <br />-5660 <br />., <br />- 5650 <br /> <br />:d~58~~~':; ~~~5660 <br />z ~ 26~ '~\S::: - 5650 <br />" ~4n31.~~5640 <br />'\ ~ ~ <br />~ \" <br />'" <br />q '\ <br />0'1- <br /><" <br />1'", \- .., <br />(l <br />~ ~631l <br />, . 64"- <br /><90", . . . _ I ~ 5 tIP I <br />"'0 c-=- ~..- -- -5650 <br />~\ <br />~, . <br />~ <br /> <br />, <br /> <br />-\!o/ <br /> <br />~ <br />-;;~6!l9.2 <br />5640 ~ <br /> <br />~'6'O~.'~ c.:..'~ <br />.~~ ~.. ~~~~ <br />P/;JfP -::C5650~ ~~6~::---'...'~ <br />'2///)J 5645. \ 0 tr,,~ <br />o . \~ 5646.8X \II~ . . . <br />5~50' . . 5647.4 ;:'>'C-~.~ <br />5660 --c.., ~ <br />DENVER ~8 RIO GR~ ~ <br />760 .,.DE; ~ ~~~""'. <br /><::SrE '. <br />N 638,248 f;'fy~ ~ <br />E 1,456,136 R. <br /> <br />5639.4 <br />X <br />) ( <br /> <br />. 5638.7 <br /> <br />./ <br /> <br />761 <br />N 637,816 <br />E 1,457,157 <br /> <br />\. <br /> <br />.8 <br /> <br />~ ~-:: <br /> <br />" . . <br /> <br />(761 <br />S6~ 762 <br />S6S00~ ::.--." N 637,225 7~3 <br />~-............ .......~~? E 1,457,559 V :. <br />,"~~ ~~5.2~ ~ ~ <br />~--......:: ~-=: ~6bn 762 (:j =--- =-~ ~ ~~ <br />. ~ ~-~- --~ ======= ~ <br />.. . .",,=-" -. . . .. C~=~56~~" '\ <br /> <br /> <br />-.~ <br /> <br />N 637,606 '--, ~~ _ ~7; . 64 Z ::.--:: ~::::y- <br />E 1,456,669 '", ,,~~~~~ .' _ ~____565 ~ ""~ <br />'::SS6~S~~~ ...-",...----". ~ ~~~ ~\7" <br />"'~OO.......~4~________~.!5640 . .' ~~5670.; 763 <br />',~ 56~c?~~~.8 ~_ _= ~~6~ N 636,365 <br /> <br />~;"~y ~~~ ~f/ E 1,458,141 <br />~~'~~3-~~~~ :&'/ <br /> <br />-- c /' /' 762 <br />N 636,864 <br />E 1,457,195 <br /> <br />763 <br />N 636,900 <br />E 1,458,248 <br /> <br />'c' <br /> <br />:>637.0 _5bjO <br />~.,. <br /> <br />COLORADO <br />'\. .. <br /> <br />:=:..-- .. <br /> <br />" <br /> <br />5b<::~ <br /> <br />" . <br /> <br />~ ... <br />v <br /> <br />.'e <br /> <br />:>0<+6.1 <br /> <br />\..a~ <br /> <br />~ <br /> <br />5660 <br /> <br />x <br /> <br />.J- <br />759 <br />N 638,827 <br />E 1,455,226 <br /> <br />~ <br /> <br />x <br /> <br />g>( <br />o <br />cri <br />r<J <br /><D <br />Z <br /> <br />\~~ <br /> <br />":l~>:'" <br />\ <br /> <br />l' <br />, <br />'v <br />'" <br />S> <br />'0 <br />00 <br /> <br />x <br /> <br />":l' <br />"J~Y- <br />":l <br />\ <br /> <br />y <br />/ \ <br /> <br />..,' <br />..,'i:JY. <br />/":l <br />~ <br /> <br />o <br />o <br />o <br /> <br />+ MATCH SHEET C-II-1 (24) -j <br /> <br />~~%' ..-::. iliI0~~~'~:~~~-~~~~')~~~~~' /K4~i~~26i~5 756 /J <br />'I ..... ~~~~~11:;:.~~, ~~ _~" C+_,~ ~ (L /'l;?)~~ _ '<~ ~5: 0 N 640,476 b <br />11'J.(fI,~''',: \\\'.\\\7.4':~%~~~_:./:~' _~- ~~~~"1-:. ~'-/~~~~, ~~ E 1,:5~,~~8 E 1,453,6~ <br />, .....1 \;+\ ".\ ,"=::::-<:> ~ . .____"'1'2.0:;...- / ~ ~ --; 11) ;::.; ~ --::~17r..2~,~ ~S.A ~~.5;o ~=> <br />- ~~~~~ Ws;-::~~9~2.'~~~>-.:.,,_ ~~---~~"":""" ~ 1/ ~ "':;; c:l, ~,' <br />~ ~ ~_)-~--:::L'-/--- -'--'752'S ~-::'~--..'\'<~\..~ S6e:'::' ~J!. ~.L."'-';; :L" c"':v? _____~, 5 .,,", <br />'f' . ') ,-" :0Q2Qc...->o,~;" fr/, --'....... ",\ '----: 0 :-, (---... 1,g;-~5'cf'''//. - './!J' r/, '----~ ,,~- <br />;'.. ,..., 'Co ~--===-----===: - ..",\\ /- \:' . _______~ S'A I~ X ~,J (J -:J./ "' ~~~ :~;;::::-. 'F.--=--C \,.. \~ is. <br /> <br /> <br />~~ ~ .:0 ,-/// ...: --/' ,---- '-., '--.., n~---"5~463X --..,~\-+t~~~~:-----::_I-l~....fi.::.~ '/);-0 '-.fil/f;. ~~~ /{ ~1 \.\.'-:/""J;; <br />W~1{6.~ I1;' !~;./ ~ _,,0 ~"4,3 '. _ ' '-'-"-~~'~~3.~,tJ: ,H"'""---... "<~l0 \'N~1f~, \ X5~;9 --- -~_t:ls!J~ ~t6 Y!l7 ~ 5~'~ ~~~~z:: ~v;,~ jhl ~ ~~~ _ '1 757 <br />'(j.f~_~~\O 4 / / / / .../'ClC' -''-.., t~~--..."'-.. ~~O~'-'--""' -cc-.: 59593 =~ . --,-0- ... - --:p.,~~ '(y\ \' ~~ "',,~' N 640,215 <br />')' '->:::=--. i?'~~~;; '//(0/ / ./ /'//;I ..... ,632.0c:\U- 56130--....... "f..'1'.~ '-....... . :;--::::.;;. -~ -, ~\ '):) ;\~h ) -, n', ) '-, "L..'-O--ck-..::; _ ,H ~ ~~~~,,'."" E 1,454,129 <br />'f...... ~ c/-.; JS' r ,.// '--:;:--03/./ I( ~t '...... <---"5629.0X" A _ X5228.9739 -. 0 " ./ ~~ ' 5651.5 I ( ~-J ~\~~~~~\,,~~ <br />~-;;. ~ IN. C',-c~6<:>~c----;::<:1.. . . 5635 2';-' .-/ _~,-> -"' -"" ~ . \ 70 r \ _n -- 56~ - __~"~"~ ~)l56 _,'--'--- ~ .~~ ~.~" <br />0-......~3~ -L.. ~('\n' . . ~'--../ ' 5648.l:l "56452'~ 't' "=-- ___ -. --""""K"""'- c5"'-'---- --- '''''~'-X''' ~ <br />; ?...->i~~c:i-',; , 0 c564\. ~, ~ c,,-;, I ..'= -:,,-=" _ - ~",J :l /,- ~- -, I _ _, ' ) ~,- - '" ,I',' '- ~'>-~"':-h:... ~6' -~~ ~7 Q ,,\ ~~ <br />ri ~.'~ . .~~':::--::::2?;.-J3ij/ ~ _ c' 5630'-' ~__ ' _' _ _~Q40 ~ 'RIO~GRANDE==WEST,E~N=>~-"~~~~..........'1_ ~~~~ 4?a ~~ ~'3.~ V ~ ~""-....... <br />I r.:-~c' ~~ ./ =--- = -- '. '- ' -. DENVER -Il 0 ' -- ------- ~'t -- ~~:- ~~ -~~ I;) ~ ~ <br />.?'W"'//~" ~__ ( /, ~ ~6~Q.7T '..5630~ _ ~= -=- _' - - , O-.-fi~ 0 ~yc //-./~'=-~' ' ~-----~~~_:..~~~~ ~~ 5 ~~~' <br />~ A -=-~ " ..:1.....--- 73a/-:. ~.r::. ",,~ ' _~, -," ~ 5630 0 0 .~~ r--""..p- / /' '_ ,~ , '~~i:.::. -0 .......~ ~ __:::="-----=::[_~~~ ~,::::, 66~~ ~ <br /> <br />~ /~=~ I ' J / ~<J;:,~ ,;, _~~ - -~~ ____ _~-,.~-- Scrub 5613.8X,::. --/ - RIVER "'""-=Y'o'o - ......-~ ~ 564 ~ 59.2 ( <br />r ....../ ~ ' __ - 'x ~.o/./ 56Z/6--,"2..,0 /=- ' ' ~ '. , ----------~ f'--.--/ J, <. . \ _ " ~ ~.5 .... <br /><f) y~ /~ / 3~ 632.9) lV 0"'){// iii!C~ ~~. r.-;;: :;::<"___ ~ _ _ - - , . <::::-:::') ,/-'.~ ~ r 5-::(~ ~ ~ ~ -...... 609 -......~ <br />~ ~4~"-I(L ( ,,//~/<j/,,~. ~ "-';--'=-~C:-~"'~'--:-_~61~;~~~p. .. .;-:;----.......;:i';-.:..o.=o"'5~28.<~'-;::", ~.. :;~~~,6 -~. ~ <br />l"1..... ~~ 0/ ,""~ -:73uc ~A =-. '--.' ... ..' ..--:::l"~.!~ .!.:",---",~,+~~",,-.c;::-..c ""'..., ...." ~.,. '_u' ;",;,,, ~ <br />-I ::>( '/h ~" ~~v~,. W.L. ~>/P/~ ;56353X" ~56409X~' -" .....~ <br />("l i5r((J~e:::: ~o~;-; ~~~o -- '::.1. ~ X5604.9 . COLORADO ~:';:: -~85633~.(}/'p ,.,~~J..9 \-- .7 ./',---~~.. ~- '. ~ <br />.!.. \~,~!Q~/ry!QC.o :;:..~ 7~~~.(. '6 ~ - __ ",~,..;........ ..---=-='__-:/~~~ 565V' j ~~:-""",~" ~ <br />N -=~!Q ~ /" /~ ~<j ..... ~.~ ~ ~ ~ ~~Q~';;6\0~562Jh. ~--,-- 755 756' ~'Y, .>;~,.. 0:",-,.. ~ <br />/. /" \..% '" '--:::;::..-- ~ :- ~ 754' '-'s5~.755..::"::.?: '~ <br />; /" '~ ;/~ =-=- r-/Y.; 0 N 640,032 N 639,636 N 639,639 50;:0, ~"""'-.;'--~ <br />~ 752 E 1,453,274 E 1,453,283 I ~~ <br />a J N 640,600 753 J.. . <br />\ "'/;_L:'~~.-4.. <j'i:J'0 ~~ 752 E 1,451,645 N 639,564 757 5660'0;'~, <br />/ f/ ~4: ~ ~ ~ \ ~fJ'93-:;f?!' 735.1 .:Jll~ N 639,548 E 1,452,324 . N 639,510 ': ~~ <br />~~~. ' . .' ;<:>~'/..~ ~~O ~~'5 E 1,451,494 E 1,453,960 ~_= ,~ <br />~:Jj/W' /~~ <:>~ 738 ~ <br />~;A'" ,~./,.- N 6~0 045 NOTE: Consult U.S. Army Corps of Engineers reports for 758 ~ <br />A' ~:::-- ------ ------ E I 45" 225 Colorado River Main Stem Flood Plain Boundaries. 755 N 639,339 <br />~ ' , 737 N 639,604 E 1,454,440 <br />. ~0735 N 639991 E 1,454,121 <br />. /:'"""~~ 738 ' <br />~~~o. N 639,906 E 1,451,440 <br />P'~0"/:~'/:CCCO' E 1,450,595 736 <br />~ ~ N 639,903 <br />/"",0 737 736 E 1,451,284 <br />/'J.~,g N 639,734 N 639,842 <br />':?' 4 E 1,450,668 . E 1,451,085 <br />.v <br /> <br />---- <br /> <br />V <br /><D <br />Z <br /> <br />I{'#~: ~?fft~/~ <br />1i9t;':! \ ! ~~. 1/ <br /> <br />N <br /> <br />743 <br />N 640,848 <br />E 1,450,270 <br /> <br />743 <br />N 640,777 <br />E 1,451,165 <br /> <br />, <br /> <br />742 <br />N 640,424 <br />E 1,450,332 <br /> <br />741 <br />N 640,395 <br />E 1,450,333 <br /> <br />742 <br />N 640,510 <br />E 1,451,223 <br /> <br />741 <br />N 640,466 <br />E 1,451,221 <br /> <br />740 <br />N 640,348 <br />E 1,450,332 <br /> <br />740 <br />N 640,445 <br />E 1,451,544 <br /> <br />739 <br />N 640,235 <br />E 1,451,554 <br /> <br />739 <br />N 640,216 <br />E 1,450,261 <br /> <br />o <br />o <br />o <br />o <br /><t <br /><D <br />Z <br /> <br />735 <br />N 640,197 <br />E :,450,218 <br /> <br />735 <br />It 639,276 <br />E 1,450.619 <br /> <br />, <br /> <br />. <br /> <br />E 1,450,000 <br /> <br />E 1,451,000 <br /> <br />E 1,452,000 <br /> <br />E 1,453,000 <br /> <br />E 1,454,000 <br /> <br />-$- <br /> <br />,~ <br /> <br />4831 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />\\)) ~~)f) <br /> <br />................ .............. <br />:::::::::::::::: :::::::::::::: <br />:::::::::::::::: :::::::::::::: <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~ 5280 ___________ <br />MEAN SEA LEVEL DATUM <br /> <br />CONTOUR INTERVAL 2.0' <br /> <br />CROSS SECTION <br /> <br />:<. CROSS SECTION CONTINUED . <br />o <br />l- <br />I- <br />o <br />!Xl <br />I <br />o <br /> <br />- <br /> <br />Aa <br /> <br />OA <br /> <br />-'. <br />~ <br /> <br />.. <br /> <br />I <br />U <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV. <br /> <br />:::-T-\-.... ~~. <br />6.272 <br />station in 100ft, <br />o from lower study limit <br /> <br />-Q- <br />+ <br />!5280 <br /> <br />o <br />o <br />o. <br /><D <br />r<l <br /><D <br />Z <br /> <br />C-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 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=I,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 21 a 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM. CENTRAL ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC a G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68. <br />Y=613,033.6I, CASTLE Xo 1,432,094.81, Y= 623,300_73, ANTLER <br />X=I,37I,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 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 />STREAM MAP SHEET STREAM MAP SHEET <br />PORCUPINE CR. 1-3 GARFIEL 0 CR. 15-16 <br />BEAVER CR la4 ALKALI CR. 17-18 <br />MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br />DRY HOLLOW CR. 9 -10 CANYON CR. 23-24 <br />DIVIDE CR. II -14 ELK CR. 25-29 <br /> <br />~ <br />,., <br />N <br />~ <br />11. <br />0 <br />l- <br />I <br />- <br />I <br />U <br />l- I <br />, <br />W <br />w <br />J: <br />(/) <br />J: <br />U <br />I- <br /><t <br />:< <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />c U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLAIN 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 />HET <br /> <br />IN <br /> <br />SHEET 23 OF 29 <br />