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, . ."'~ " -+=. E ~,4~4,00~ , MATCH SHEET C-16-1 E 1,425,000 (26) _ E 1,426,000 E 1,427,000 + ~4:40,136 'f 'i-:g;G~ ~. . l \~l( ~4~40,23B' . E 1,424,887 , ' /I(~ 64~" '- r"~ '\."4 E ~,425,556 NOTE' FLOOD DELINEATION WOULD EXIST IF 643.:: . , ~=---~3 642 541 N 639,871 /)I!II If Ih\ ~ ~ .P~t)!'p~ N 639,499 N 639,455 WALL SHOULD FAIL., E 1,424,597 /1 II!'....... '\ ~~ --" .. '::Q/"~,~.,:f~~'SS.>'.' E 1,425,862 E 1,426,145 ~4~39,36'8 . I 'h"'-- $,.-------~ \. ,V A "/'/koq . 642 II ~43 <;;<;;<;;0 /....1 ~'o~V(.I^~S 706' 'E 1,42 0 N ~~i45:i4 ~>fI/;/ /' X5549.7\ '$ ~,.~ ~ 111' ~~c90\,\ N 639,988, ~3~39,282 E, , ~~5590'; ~A X5~..... \: .., _ ~/"I$.C~~ t;? ~~\'ii ' E 1,426,15~ E 1,426,130 632 ~V!f; '//ff/r~W("""'" AthletIc Field ~. 55472~~'k~ ~Q~ ~~ <> ~ N 639,648 0 WY I .' '. \~t;:> \ ,.1. '1 ~ E 1,424,23 "J:'?i OM ff /! ( '~~ " tl X = ~\\~ ~7 6 ~ d ~ -5630 _NEW CASTLE 1l/~fJ'0//. /1 ~ \ X5549.9/ ............\ ~ c::J Ji!iz... ~~~ I\~', ~ ~~ 20 Jf3i ~ ~~~ 642 ~,-Jl \ ....<..'~ I --;;:<;~~~ 1j5( J'--'H. ~ ~\'f!B -j- 56/ ~~ ~~-............ 9/1~~ / .~~ :// - , ~e~ (k!~ ~ ~'8!l~~R'Jfi fJ ~f <--- ,'~~~ , '/II W /l1\.;;-ffl;.L~ ~ ',;>(l"';J..n~',IlI{ ,,!-! ............ )~~ 0 ~ .... 'lP. .LV ...~ "./~~~ ~ 56,2 hf/0;553a~_' ~ X55:4.7.. .:::: 55 2go o,/.. (J ~~ /'1 ~- ~ Wi '0 f-- ~ ~ ~';:' ~~, ~I .A;.fI1...../$/" "\.,""" .:' Wd1~d-~2- U~~O~! I~ -, '/,\'<. 1, '9 ~'t ? D '::r. ~ ~~~~'11\~ '~ '\ /,--~ - J ~5550 J, 'tUhq.:~ 'j ~--""'I ~ ll,,",r lI-. ~ ..., c Iuo. ___ _ ~ ,~ ~ y , 'if1 ~ ,....,., , r---l - -....- 'S'>- ..... - \ ~ \\\( ~~' 'II..J OC:::::1. Ie "\ fJ... N.J- ~ r.....t:= -., -:::~l\::;~~ ':: ~~ V\~\ ~~ /' / 40~ r"~"'.. lJ J(n..J. ~N'; . ') IY f ~~5~ 1~.Jo W irifI) 1.2l::J -T v9:! ~lft:!i ~~/ ~ (/ ~ ~~\f ~ ~ ~ ~'C .' , U J ,rt~.r;.; ~ ;:,., ,}b n r-", I r rb.'I. ~ t-,........~,~ + ~ ~~.8 r 05558~ 1!lt,_ - -=) , " ;;;:; ':i;;;~~~-- ",f9}T/1!j JI?: r)\ ~~-,ti:. r-~'i J 7J)~--><"r-"f. ~~~ tJ--\..~. ~ ::---. w ~~ ~j~'s~'iI ~ 01>',. ~\\f\'\l<" .. '-:.' ,'. ..F.;~~__~642~ ~ 1<1> ')/l '- I [';;'/"'- l L 'y;... .1 l.... l7'~ ~ ~ 708 ~'sj~ I?f:P 6~<J~ "--- "!":!JW '371"+- .....'.. ~;; ,':;;~:W;:.;.;.:::,:;;~:;.~ ~ ') 0 !l9.- l.i'{n' ~~ "-....r-:::.._. G.:25 (~ .... ,. '1'r~"<~ -.: T- ~ f},i::;,5s. N 639,216 /0 0 'Vconc, \ y;.f ri (~ _ ..,:" ,:,,~{:' " ;:;' '~:;;::;<~i.. .::!\- 7~ t:'l ~ 55~;2J~/j4 u.&~~ .tt.1 ~ ~7 ~ ~;'7r-- -/!?;. ,~ ~r~'1l!'slf..&~,,6~~O~ ~ 1,428,219 ~ X5546,8c::J d ,r ( ~~5547 .... 0 H~ ~64~~ x-~tfffi""-'" O......~:::::----.. I_TL I 7 :~~tH~ ~ ~~, ~~~ - I 'l" c c ~ - == -iiII~ ~5~ ~ C::,:"j'f'I'!:AJ IL.,..... 1 7J~~ ~-;JL 6 -J @I ,~~ - y ~[1co f) n\~)\ ~ ..'-...~ ~:::.o:;= .... ~S -----f--- I 5544.2__~o..... 6'?n -~ -~~ :.; .,~ ~ ~~,~) ,,- ----:.-;:J~~-"'~~ 1'1 Jo,J.:),r- X55~ '---J'j;; ~j....J'i56~,6~O Pi,...,.-.;;, o;:ri?l ~,.;~" ~~ 4J / o --}(' .::<-~~?~ . :I:.'.:J..... ) 6 - 'v "7~ ;:;::::. ~~ 1-.', '-; ~ r::::: trl';:' 30 - -- ===...... - '. ,;'"...'...., no: " .'", ,'<<,:,.;.;.;:;: :;0: ..':.... ..... , '-'tl ~ !:-J ' v-=' " - ( . I """ 70 " ~ 23 . . . . .. ........,. ..,.. ~:' ~:.:(:. . , . .. ..' . . . . . .. ...' ........ 7 :--.: ~ ____ '" ~ ~ ~ "-" ~ "'l' ~ \ 35~ .. ~,~.:.:,:.;.;:;;:~:~~~,~:._:~::;-:::::\{:~:~:~:~{~{:~;~~21 ;!' f<J~60~~('J().l.L ::5Ti=-~~=~~~~ .., '~~~~~ ~r)iJ'~ ::'~~~~ / ~,~ ~~ ~ ~~_~. II =63 11. '----55 0 " ~ .... '::1' ~y ~ ~ :v- "-.'-- \,)' ,- f'il ~ 0",- .... I ~.58~5 "- __ { "'- II ('> \ ::..::: 4)- 63 ~ ==---~ ,\;, ')(5552.L~) 0 RR, ~, ~t:;?o let 'J1t<rf::! S-.~O, v ",^J ~ - tilL. 641 ~ \ " 530~3". '~- _ -::0 .,.' b35" 43.<:> ,-7~- ~ ~'-__-E~ ~ ~~-_~..J '\?5.J~\H fJrr ""- ~- '~I/~0."'~~F~_~ol N 639,168 -I '\ - --......~ ;.x':o;,;;ti: .'~ 33 -~" :!( <==:63 -~ ci".... :~.~---= o'r-lQ.~'--"""""-v':;.. " ....: 5 ~~ iif~~ E 1,424,492 S 8 ~..... -=' / I; \\' ~o~ ~ ~1?.J2.~5550""'-- _ ,;:~.....:'1. :'P'~y 'f1:A~lIf1,f"Ni . ~ _ ~ '// 640 --' ~ ./ )1 \\.'---.. - 16"'210 --. - -'-" ~~~ ~ ,\.'-'4', j;)o" ~ 7../ N 639 '75 + ----.<> '>. ~) "'=: ~. ~'y. ~~"'^"'''o'''- '., x" --~ III "", 'u' _)[]~ ~ f<' "ltr '_c, E 1,424,687 0 .,~. '4 ,) './ ..~ -~ '='D'-'l/ ~ _ ~~. ~.--~~:::>q:::>,u - :::---.~~. j~tli~~i.Yr<:>::::-~ '- ~~I---~ ~ xJ5~b15 638 -----=+.. ~ .;::" _ ~~ ~\\'r,~/~n- - ~ -,"/0 w ~I~~ N 638,955 'I f-- "* ~" ~ ~ ~~~~ o.JJ.!~II~!... -,.,1- ____,\ ,,}'-_~ ~r E 1,424,742 \ ~ ~5.3o'~ COLORADO ~ = 5540 ,,~ "55'1$ ~~~~~~\~ r .-;.. ~ ~ ';::,r;?~ ~-:.....~ 637 - ?' -5540 "':":" -:..--- Cone, '-'-\'...J' .'1 ~~~ Y' ) '1....\&"'" '" - I]jj~~ ~,6'~~~ N 638,804", ',t/).. f .\'-";: ~tr.O . . . . . 636 ~4 ~ 5558 0 ~ ~- ~ "-""v-v--., -, , . , It) , ,~ ~"" ( W 7 ~6' ": N 638,762 =- ~~~~o --- ~ :---- ~ -~ --..J ' " ,.~..,~' ' ~ \,"<r 11.'~" \ ~ ~ E 1,424,576 -...... 632- 5580 . """" --) ~ ~ ~ . '-.. ,'Y II' U, ,\\\ ~ ~ E 1,424,583 ~ ?,~~'l~8269 --- - _ """"""~ ~- j 0 _ Sl-- ~'----.:;J- ~ ___............ ~ '.' ,"" ....", I~I 0 :"- 634 .'/ ---- 637 -";;I::o--.~~~_ ~ X !/~:.. l\' (:...--'4/ ~~~:'-o~/ ~ ~ t/I~:....~ 0 N 638,613' I- --- _ N 639,130 ~~............&~ _ ~~.~ ~ 5539,3 ('J 5'10",- ~ '--?;:' / G..;~ ~ ~~ ~ -.j SS,':::.:::\3 ~ E 1,424,597 / ~3~39.282 --- _ E 1,426,128-706 ~-"":::::'f!tg_~....... 7'7f. ,~~./ j"/ ~5541.5o ( - jn-R:>....~.' "'~ \ 0 ~~~ ~ E 1,425,154 639 --- -- ___ 558&::::::..:.,...: '^l...c:-~ X "\r",,-..c. ~ ~ Lc\...':::::::' 7) ~ \ ':iW'/-';;;;' ~ ~ ~,s "'~;;: ~ \D N 639,196 --- ~~\... 5541,O/. "" v--..~ ..........:: :::::-- '::::::::'ya- _ \\ X5545.2 l...-. 5$ ~, ~ ,,% 'sQ,...'VI ::'\\ E 1,425,306 --- __ ,v:::,:::::; '.C::-- i'f'-"....'\ \\1 ,..!;. J '" ~ <1 " / ,,""-~~'X- ---1 --- - Nt W ::::::-:::::::4 '\ \~.... --- --.:::: ::f {( '\:\.\ ~ :::;:::. _ --...::: JI';-- " ~" 'v ~3~38,720 C 706 ----~STl.t 70'7 ~~ ~"-~~~'--<::- ~~5455 --... ~~.~ (, ~'" ~ 636 N 638,998 -- ___ N 638,27 ~ ~ ~~~~:..- I -......: 0-.'--. ~'\.. E 1,425,379 N 638,969 E 1,426,128 - ___ CITv E 1,427,210 ~ '-~, L ~ ,- 5545.7X0' ~ '\.., ~~ E 1,426,080 __ r ~55~;:l> ~~ ........ \ -0 ~ :.....::'--, ~ ~ ~3~38,909 ~0~38,254 _'j__ --- - -!:!.M!l:s " --'5560~ ~~ )\" ~~:j~/'>~\~ ~ E 1,426,092 E 1.426,265 --- _ ~5570 ~~..:::::::- :::-- ./- \. '\, ~~J ~O \1 ,,~ 634 --- - ___ _ ~580 c~ ~~~~~ _ L ).5547.~ l. '\ ~'~~~~~ N 638.852 ___ __ 70S- ~~ ~~ ,0,1;' ~ :\' ~ E 1,426,122 ____ ~~~~~,/~ ~ ~\ ~ ". -1 --- :::::---....~ ~--.:::~,~ ~ \'1 /-- 708 - ---~~~~~7 ~n-~ ~'-- \.;~\ N 638,152 ......-..............~....~ ~ ~ ~ ,~ E 1,428,103 ~~";:::. ~~'} }., ", -----....~~ ~~\'.,~ ~ ~~.l\ ~~~ ....~........,:w .,r;,'.t.~ 'J~?o ~ ~~'.,..,."- i3'lZ \..~ 709 SS~(T~~"""" .("~~ \ N 638,460 ~ ~ '\; ~ E ,,429,07 .,~ ~ ~ 5003 E 1,428,000 E ,,429,. . + 707 N 639,821 E ',427,004 ) N L 708 N 639,708 E 1,428,220 633 N 638,688 E 1,425,103 o o o ,...- ,., \D Z NOTE: Consult U,S. Army Corps of Enoineers reports for Colorado River Main Stem Flood Plain Boundaries. ~36.t.3I .3 + + 709 N 638,082 E 1,428,961 ~Z~,..., , fO..~~ .;1.~ ~ - + / J , 3!.k' I . _31 i'z- .+ . ...,., 3!,.32 2'~ LO I U 1- LLJ LLJ :r lJ) :I: U ... ct :! 0 0 0 as , ", \D Z o o q LEGEND FLOOD PLAIN LIMITS ~ \D 1 100 YEAR ). FLOOD : ~::::: ~: ~: ~:::::::::::::::: ~ ~ ~ ~: ~ ~ ~ ~ ~: ~ j ~ ~ ~ ~ ~ j ~ ~ ~ ~ ~ ~ ~ j ~ ~ z GROUND ELEVATION IN FEET ~$2eo ~ MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' CROSS SECTION .. CROSS SECTION CONTINUED a - Aa SA .. o o o o' ~ \D Z INTERMITTENT STREAM HORIZONTAL CONTROL VERTICAL CONTROL PHOTO CENTER GRID POINT 100 YEAR FLOOD ELEV. ~72+\~"'-:~ Stotion in 100ft) o from lower study limit -Q- + 5280 C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT SHEETS 1-20 AND 23-29 TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6" C,F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 a 17, 1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE COORDINATES X= 1,516,508.42 Y=58I,255.78. GNAT-X=I,23I,566.60 Y=523,643.IO, BASIS OF VERTICAL CONTROL: USC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: D-156 ELEVATION 6192.284. 4870,74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS,INC, 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907, SHEETS 21 a 22 COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE. LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a G AND USGS) TRIANGULATION STATIONS WERE USED: DRY HOLLOW X=I,395,770,68, Y=613,033,61, CASTLE X=I,432,094,81, Y=623,300,73, ANTLER X= 1,371,760,95, Y=630,478.31. BASIS OF VERTICAL CONTROL: USC aGS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING BEN<;:HMARKS: 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 PORCUPINE CR. 1-3 GARFIEL D CR. 15-16 BEAVER CR 184 ALKALI CR. 17-18 MAMM CR. 5 - 8 S, CANYON CR. 19-22 DRY HOLLOW CR. 9 -10 CANYON CR 23-24 DIVIDE CR, II -14 ' ELK CR. 25-29 -- REVISION DATE BY (j U. S. DEPARTMENT OF AGRICULTURE ~ SOIL CONSERVATION SERVICE FLOOD PLAINS FLOOD PLA IN MANAGEMENT STUDY COLORADO RIVER TRIBUTARIES IN GARFIELD COUNTY COLORADO o 200 400 200 . SCALE IN 600 , FEET C-16-$- " "- SHEET 25 OF 29 , <-\,," :{. \