<br />-$-1,328,000 E 1,329,000E, ',330,000 MATCH SHEET C-54 E 1,331,000 E 1,332,000 E 1,333,000 .
<br />
<br />~/~;~:y) I'I ~ ~'\(~~/IV l ,j D X52Io/~~ ~18.9X ~~ \1j ~~,\ ~ 5~'7.5 5216.9X l.J ~ 1 ~, 35:~cp j< /~22.{? I J . :;~V . ,~~/ 1/ ''If (((~~;~3~0~g~J
<br />~'S"$Q(YO~ ~ '~W:; CV '5217.5 +/ ~g~~ ~ \\\~~s: \ X5217.3 52~ / /~5~17,590 ') 52~~ L -i/? / Vii.: ') .. .~~/ / ~ III ~5';20
<br />.1J~ W~~): II/?J'o( #, ~ X AO~~?, ~Gote ~ ~ ~ 0 ( E 1,3~,573-~ ~'l, II ~I .) . I ' :'~ //~ ( ~ggbg~\,
<br />;.'" ~~~f ((\ji j," · 0 ",:0 %~ ~.1/' 52'" X ~ ~ j ! I' .;;'?; =",\\\
<br />~~f><'0}~'($!~;~:~" x,+/L ~~/.# I I~Gote l X 00.:\'. ~~\ 52/6l '( I.l'~) //~! II .0~.~~r:;::~ ~\~ ~~
<br />,~~ 1(jf; '/I&:~ ~ ~ N ~ ~~~ /AF .., _\:1: (tvo l ~~ ~I 0-..-""::: ~\
<br />5217.0X X5219.2/ / f) X5220.V . //~ ? /1^~ I~~~\
<br />~ 't<D~O ~t([]!}~~~~~~~ II/I X\~\~"'\ (~,J-~r~/ ~1J~ ~'T/.. ( ~~k.(\~
<br />- ;8~~(~390, ~~,,:I J~,:; \\'1A:~~~ ~~~ /~l I:' X 52/7.4 .\218.5 l.., \,:iL:" '\~ 1"~ X5219.6 \ ~ )J~ /Im/ 0)<0';;; ':'. ~ \((1 (( S<'6':;~5~J7,'41,~ 0
<br />~ fill X53~Y: y ~'(; 1/ III 5217.0X \\ ~\ L \ < / t,,J ",~ #iJ!:; .,~ ~~ ~~ / IjE 1,332,942 ~ ~
<br />.,- ;a ~ .- · . !\ j ./ If/f/ ;'''1' ?" ~/
<br />
<br />X 5215.5.11 A
<br /><~"'i' . X5216.2 i l 0' /~I Ir5223.4' . f}'" )~~ ( 354~' ~':'~ 1[\"\ 11
<br />' VV ^ 'N 616,805f ~ ~~.~ 1\ \~~( ~
<br />Y h X 5216.2 52i6.5 . ? E ,,332,461( / .....' ". ~ -
<br />~ ~\\\\ II / Z~785 Ii (~\ X./ 5216.3X \ I :' I..,?,' \ \\\\ ~, ~ ..._,~m\ _/ ~
<br />~ II I}) ,lvc YA I 353 ( < . . '" \355 \ r7 :e .,... ~./"":< u
<br />~~ lj'l .)' ,\ X52\~1.2 1.\"'". \ ') rv N616,666 254 ~~ ~.. .
<br />V ~ \ ,') ~5~16,608 ~~ ~ .. f <t> E ',332,G2 ~ ~ '"' . . .' . f-
<br />~ ~ '7 E 1,330,588 I. \ \ \)\~\'---- \~~X>/ ~
<br />7 'I ! N ~ ~ ~ 11: /'. . ,.,/ afJJ'.. Waf e r {f Iii. ~ / X I ~ ((,0 ----:: :--'/ Ul
<br />'~ , Iii.\' X5214.7 . /I/, II. I.l' ~ \...... -_
<br />N, I~ m Elev. 5210. ~
<br />X5215.1 ~
<br />\ 9~ ~
<br />
<br />&".t'>~~'lboo \ I.l''f, ~<; ~ X 52/4.8 . n' II \\. (J1(J1(J1 ( I>
<br />
<br />,\\\ '\ 0'1.l''''",U'~ '" 0 o\~) 'V .' o' . r!I//;fJl,f~ 3(53 '----; 52/6.9 < +- ~~~\~~~7
<br />) "'~",x::,ocPooo ,\ II, ~ . ::-: I V) ( -" X.\.:: (
<br />~ ,~ 'v." 5217.0 ) II.. ~ / (
<br />52/5.3X +. filA 353)(J I . . 353
<br />, 1/11/; W.L. : N 616,149 ;.--'.,- N 6/6,048 -- --
<br />, I x \
<br />/1 ("h., X5213.0 . .
<br />\ '\ ~ 3/; ~ ~ X5213.4.' .' 352 I
<br />\\ ~:/ Q) .\' . N 615,767 .
<br />
<br />:::=:t x /h X5212.5 . c;] 352 ,......,,,);1).
<br />\\' .\ 2J I/;, . .. X5214.6 / )..~
<br />
<br />,~ ~~ r0 w,f! ii, ... /,(( ..~.. ,.1 .~ ,,0 <'0 /X~7 ~)#(~4 ~~/~;~ ·
<br />
<br />~
<br />- ~
<br />X 5211.0 C)
<br />JJPI !~ .y '.' ~ .'. -----" . v : 5~12.e <5214.5 ( I..
<br />f;; '@ / ,=>'2.\0 YJ r '-:;::::: '. . C) . (i ':."
<br />
<br />~~~.o .21& irl/;n ~~),-~ ~ I J) / ;; 352 (( S~-z,1 (\~~
<br />\\\' })(~/J;r/ir;I/,(/1f '1,i'/L > :r/ \ 0,0/ ". 5215.IX .~. I .' (/52~4.4<11/ ~ ~ 1/ :;'352 )) \ '\..
<br />\ \ 5343.8 '/ '/1// V!!I I . II.\' > I(';i:: '1 J 1 ~ 1/ .I N 615171 ( \ ........
<br />Iffi:f:.' 'j I rfl II, -t \ . Waf e r ~'S, ~/~ j 5210.8 ,/ N 615,207 ~ 1///// ,,,q; ! ' '( \:-......
<br />7~1 II ~ ~ ~4~14,884 ~~ - <"'~ - Elev. 5205.5 0210 /;~<I: ---L5207.G ..' ,;;J' ~ E ~3x31'66~JJ~~ ~T~ (:) ( ~h-'"
<br />343 ~@~oooo >}- E 1,328,045 1/ .\' . .' :0 ....OJ I /J . g' 5215,1 ~~. (I(~\ . ( ," \
<br />. ,...,,...,,...,(1)<0<1' (\J X5208.6 ,I, i' II " fI.- . ? / ,~-.............. ~~ .
<br />tOtOtON(\J~ fii . . . _______ J . . \ \q, / ~_, X 52C9.1. - '<'
<br />X5209.0 C(7h/ ~~ ,- or D :s: >< \::"', ?Y
<br />~ ~8~~ Iii" <:;'2.\0. ~ X5~.6 .: Colorado R: rain Stem, oj52f~~n ou ar'es. _ ~~~ ~,,' ~~~~.---:::: ......~...:..:.-....... . ~
<br />LitO[2~fii Ie,'// ~~' '1,0. ,~/ f 5207.3: :. / . x ~'( "" ~~'~ ~ ~ cr '\ Cr--'<:.' " ,.,
<br />';>310 ~J)~/cY~ I \ /I ". . 5208. ". <;i>: . i7 J. . X J. 0 .:. ~ 5247.6 '))\ ('..-.....:::: ~~ ~ ~270.8:- '-~ 7"- ~ ::;
<br />..---' 1Q()/'/1 (\J0l" ) \ ~~ ~ ----h f ..:. t1 ~ ~ -;/ ~~ ~..:::::J l\\~ 01' to
<br />:;; ~~~II :rifii~ '/1 ' '--.:: ~ /,"v: ..' I -j .:'6; .:, ". ~,,- ~ ~~ f) ~ ~~ax ~() u
<br />343 343
<br />~~ l\\\ ~/.\' N614,643 / '\",~~r~~~ ~ ~~C// J . I~~~.:::K~~~ /614,607-./ ~ry\"..... 'V......t;;
<br />S ~ 1\ffi .~ ~~ ii/I E 1,329,245 y/ \ '/ / I ./ ~ . ~~/ I . ) ',;.' "~;":'.::. ~'~~'Il.~ IE 1,332,101 q;'\0 '" ~><'\ ~
<br />I ~ ~ 0 ""'/ II / ,"--. ~.' j II, ''''W'f.:'ll::. ':> ~..... Ul
<br />Ul "'~\ \ ~ II .' If I- v~r.::~"" ~ _______
<br />5394.2 11\ ~~,-' '" I J '/ . ' . X 5211.0 12 . . . '.. ~ -
<br />
<br />~ \\ ~ ~'\ II ro - ,J';2~9.5 j, . . X 5208.5 ? I r0' ::. ';. "" " -- / I / " 1
<br />~ \ X5207.1! ~J'" [/ ':t It,
<br />
<br />Wi ..~ ~o~ (~ ) /,., x#,' ' 5208.9 ' '~ I 'I i/ '\OWl' " ~C! '/' 1,332,787
<br />
<br />/ ~ r/ '~/ ,''/ II (l'/ ~-4' X /7~ ~ N 614,154 l:?:: ", ~ Cl) +. ~ ~
<br />/1'402.8 ~W(7jjI:?//IA f 5207.8+ f; \ 52~8.3 II 00 -s==: ~ ~,,--52\0... \/11(/1$<2<;0 J'/~ 1~~31\,72: I)~ .... ~.2?>R. ,'-.~" ~L 'f2V ~g
<br />/ T XI/. I////rf;rffffi r;~/1 I? /} X ~ : 1/ ""0 ~ ..;....,..~~~.//7... ~ W@52.3 \'.. i/ ~ ~ ~ 11,/ 0
<br />l_./!/J, "'II I( 'i /> . ',f y ~~~5220~ i\,\ /./ \ . ~ri!;,. .... ~f~ -:-: .' ..~" ',I;:- LV :-
<br />
<br />j Ij II x~ i ~:0 ~ ,C~ ~ 'I ~ , '"' "~,'7 "'-~= iJ 52~2
<br />
<br />X 5206.5 / , I 1/ \...-:r "------"
<br />-- ~~ \ ~4~13,682 \ 0Yf.....-~ I' /~~ '~'.,~. '....,:... . :1
<br />, -'''--J, c: 1,3(3_0,9112 3~3. .' .llt)
<br />//S20l.2 j /, \ . j I ') )
<br />, -!' r'.....C'~
<br />MATCH SHEET C - 56 (2) \ J _ : ) ~
<br />
<br />)
<br />I
<br />
<br />+
<br />
<br />o
<br />o
<br />0_
<br /><0
<br /><D
<br />
<br />~( z
<br />ff(
<br />}~
<br />
<br />-;::....
<br />
<br />"'f(J
<br />,289M
<br />'"
<br />'"
<br />w
<br />o
<br />
<br />o
<br />o
<br />o
<br />
<br />to
<br /><D
<br />
<br />z
<br />
<br />! 4810
<br />
<br />I
<br />r-
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />:::::;:-:.:.:.:.:.:.:.:.:.:.:.:.
<br />
<br />................................
<br />
<br />1 100 YEAR
<br />:,. FLOOD
<br />
<br />z
<br />'.
<br />
<br />GROUND ELEVATION IN FEET ~5280 ~
<br />MEAN SEA LEVEL DATUM
<br />
<br />CONTOUR INTERVAL 2.0'
<br />CROSS SECTION A. SA
<br />CROSS SECTION CONTINUED . ~
<br />
<br />INTERMITTENT STREAM
<br />HORIZONTAL CONTROL
<br />VERTICAL CONTROL
<br />PHOTO C ENTE R
<br />GRID POINT
<br />100 YEAR FLOOD ELEV.
<br />
<br />~\ ....~=s--
<br />6.272
<br />station in 100ft.
<br />o from lower study limit
<br />
<br />-Q-
<br />+
<br />5280
<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 B 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 B 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 B GS SEA LEVEL
<br />DATUM BASED ON THE FOLLOWING BENCHMARKS: D-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 B 22
<br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE
<br />COORDINATE SYSTEM, CENTRAL ZONE. LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USCBG AND USGS)
<br />TRIANGULATION 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=630,478.3J. 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 />STREAM MAP SHEET STREAM MAP SHEET
<br />PORCUPINE CR. I - 3 GARFIEL D CR. 15-16
<br />BEAVER CR IB4 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 />REVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />(j U. S. DEPARTMENT OF AGRICULTURE
<br />~ SOIL CONSERVATION SERVICE
<br />FLOOD PLAINS
<br />FLOOD PLAIN MANAGEMENT STUDY
<br />COLORADO RIVER TRIBUTARIES
<br />IN GARFIELD COUNTY
<br />COLORADO
<br />200 0 200 400 600
<br />. I
<br />SCALE ~ FEET
<br />
<br />SHEET
<br />
<br />I OF 29
<br />
|