|
<br />Where both the Floodway and the
<br />100-Year Flood boundaries colnslde, ~. ty---<i' ~~
<br />only the Floodway Boundary Is shown.
<br />Where both the 100-Year and the
<br />5OO-Year Flood Boundaries colnslde, ~~, X , ~ \\ I ~
<br />only the 100-Year Flood Boundary Is .......------o!l33.0 \ \\ ',.'><1 ~51~;
<br />shown. C _24 x ""!!Io. ~ \~/\ . \"
<br />STREAM STATIONING IN MILES Sr\\:.\:. ~ ~\(~ ,~
<br />""EFLOODELEVATlDNS,".." .,,0" '~i'-..,...' 5. \ ,"'~\~~ I
<br />~ '"':-- _~ + I ~d~~~ 50. + 0
<br />
<br />~ ~ ,\'.8 ~ 54~9. , ,5432. 54".2 '/ ~/~~ ~ I
<br />~, ~ ,5435.5,,, ' c..::::: -....i!'~ ;k ,\ ~\~ 1\\\ ~ NOT., ""'~"'"~"'"of''''''.'"''~
<br />~ - - ~ ~\~ ~ .r? \ ~ ,\' ~ Sixteenth Street Basin consult the Flood Plain
<br />
<br />L \ ~ ~ X 5433 0;:JL ~ k"\." ~ IS Management Study "town Of Silt" Prepared
<br />54~3.1' V- - ~ ~ \ L' ~- "l)\ ~\ 0?,., By The U.S.D.A. Soli Conaervatlon Service,
<br />, ........V , ~ " s::..c. X < \\\ \.:: Denver, Colorado, Dated July 1987.
<br />\, ~ x5436.2 ~~ ~ 5431.8 L::;:-<::::::"+ \~ ~~~
<br />
<br />f{:~., t ;k;k ~~~~" ~
<br />~\V ( 3 i) ~" 543x4.8 .~ :1 x V x r
<br />V ~~ W-L. 1\
<br />X X ~'f31.2 ~ _ ~Cj=== ~ ~ x T
<br />X l;r\ " \"1 54 8- - Tr ~1-"- '\ ~
<br />5432.8 fI~.lx~ I) \~~ :{' \ ~/'- Lx ~ W
<br />I ~1/;;54'28.6 -..r1 l' '<'J ~ J\ - -/ 'E0~5~
<br />~ '-.\.\ J'V)~541 ~ \ I ,l1 (/ '[ x"~~'
<br />~ ~~ I 54~:;, -f "~:::---,'-.. PI",' \-1\ ~y~
<br />t ~ ""-"= ~ =;::-~ 5~O'5\ p. I: ,54315 ~D
<br />
<br />,';: ~~[\0~1 ~ O\04~r., ~ // j 0 \;,~ -\' .... . ~ 54~~ P. ;, j'; ~ I)
<br />l{1 54lLx X I,~ ~ / /fJ :. 4 (I X "~1~' (P.) )< VlSo
<br />\ W.L. 4: ~5432.3. '1 ./,,: \ r
<br />Ii r--... ,.' 1\ /; ~ '):1,5426.8 00_~ I!" I '"'.~ ,\
<br />l \ If 'I / if /xf( !!:. '> 1 <5'v"" -:PVo 0 q; 31.0 ~ '. \ \ 5431.8s> ~
<br />I". II'!!. : !54X30.7~ \~ 0 ~tJ \ . S9~O ;k 111 (I, I
<br />~~f~:',. 54299 .,..+',' ,.,~~~\ \' ~/ ...J ~ ~~~42'3 0 x~~51'1li
<br />p. / ~)~~' IL,t..8 \~ I! 0430.3 ~ "I '-- \,~446
<br />~I 5429.0 I) I ~\ \ ::0 ~ ~.. 5x429.0 ,\ "-- .., 1\
<br />I "'" I, I I
<br />514 . 5428~ ~ 5:8'8\r~~I~~41 JfC: V . 4-
<br />~L~ ~ . , 54::: ~ ;: ~ ~/4 5:283)1) /)1 ( 5452~' ~.
<br />If 1- 48.3 ~~
<br />. 1 ~~//!;J/' 1///~ l ;;~)'7r ' /po ;
<br />~8.5 /if ~ 54~5.7 I,'lLt426. 5428' '/~~ 54:7r((1>t::ll'~ I J / *
<br />4 \\\,>~\-;;.26 5432: I II ,;,,' !~\ I (~~A~l /~\ . 0
<br />I ~\ X .~-" ......lf~4;7.'; ,) \ \ ~~~~- ~\1, (
<br />11 ~~' i n 1 'l" \>\\\OD r' /~ '\~\~154~\(1 ,&\. ~ ~ ~
<br />. 54~6.9~\\ ~\t:. ~ r;;~i7~~b\' 042~' :U:.\~)> (5f,6~:: \\~iHf(~6' ~I';(~ .
<br />I i ~(') r/ ~ X ~4~1.2 _/~:,'~24~U ~:n r ~t _. " - '5425.{l :l, 1)\\ \ ( ". '7'0
<br />5 33.S:: - - ~, 0 ~'A~!t 'I
<br />1.. ,l/I C . RD." ~ )q.~ .. 4.B~\ I
<br />"\ 54~ 8Yi10GE >.----- 511 """ ~ ~ 511 ' 05425.3 \"'\ "'----- -..:: 512 \ \
<br />r_ ~ II /; ~ . .5419.0 ~4242x-C> ~ 0 1 5 ~ \ \\\ ~ I;
<br />,~ \, . 5427.5\-\5\(~3.51" / DO 0 x "i ~27'(7 \ ~ ( \\ ~ ~ \ ~fu~",~ ~
<br />. . ( <5' \ 5425.2 I '\' ~ 10 X (::: ~
<br />
<br />/', ~ "\~U'F\ ; 5424.6 X \-~~~ . ,0462:;;-
<br />.' ((; \~ ~t- x ~r-----~A~~~ c]f~.. ~ x 54225~~~ ~ 5.8 5 '/'~((/~11(r('.--
<br />~........~. 5421.8 ~ C? I Z\-~ ~542. ~,"'{~'Q~ ~ I~ i ~\~
<br />X 24.8_(1.\ X \ If X 5~M \\ ~~ nl ~ ~ ~~ C) '0C>.?;. ~~ ~A~ . &:)
<br />It ~ ), 1\ A\ ;\5423.0i ~ ____ ~f2'~--=54201 V/II --./ ~
<br />
<br />~
<br />~ IV 'IJ
<br />
<br />~~ ~l ~1~/ "
<br />/~,J{III/ ;~,. I $i xl 1/
<br />~~.~.~ ~ ~1/~5~
<br />t ~~~ lhtl ~U '
<br />1;'~7/~~':.~ ~ 1/) i
<br />I ~ (t
<br />/I W.L .
<br />
<br />; jlll))%~ '..
<br />;)'~vJIJ) J'
<br />( 111 W-L
<br />II 468 ~ \
<br />I 111\ ~: ~ 1IIIEi 5435.'
<br />:L xii (~ . i \ V · ~W! ,
<br />'ll 7~4.0 ~ ~ \ \ .~ ~ ' 54;7f:
<br />Z i/\jiJ I(~ ~ ~ ~ ~ ~ I' I ,
<br />( _~ II w.L. gfi : \ I \ , t fo ...1~ 543x3J'01~
<br />~ Il~.~3.21 5467. 7~:\ Ii.) '\
<br />~ I "'r] d) .~ I v V
<br />~ L ,Ii I l: 1 ~ll II ( m~}
<br />~ ~ ~ S1LT'C TY II :TS--f)l ( ~,~ ~ ~ cc i; 5430.
<br />-),3Jh~~-l'1IJ x ~~-~, vt~ \ xJ. ~- ~ \ - Xlo f Ii Ix543lo ~:ft:
<br />rn 0 DO pDo o~ .'.,/ j~~~oob2 ~ ,-,)f(::, \ ~ ~\a o-J
<br />x IllJiJl ~ Of 'II~ o~ ~~ \ ' g~'4 5'418 X ~41.4
<br />\ I X 48~2o!r '''--- II(: \) I -x 01 0"1 ';:=., 54 ~!I
<br />. ~ Wr.aj ~"':"]' ~ ~: !J;." I(
<br />( ~n: l~j ~ ~ ~'I fCJ r 0):434.~ ( I
<br />)0 .J J )Gc:::,"\.! ~~ oQ J ~ h) 0 G436~l!it3r:J
<br />
<br />~x (lX I "
<br />
<br />
<br />I~J ~~;~~/~Jf l~~i~ ~ n5W, ~~ 7 '~. '~~ \ \
<br />\ X '!.EL:~ ,;{J ~x- .L.5466~\-\~
<br />j~ 1f:!1 '0" N, ~ en (-C / : I
<br />[ l~ ~ TO" 'f II~ O'l y"j. V / I
<br />:, ce"BOqD 1/ / / / \:: ~ I/~ '/ If,
<br />1ij!"1;~ ~; I (/ / (~! 1/ ~ ~ -D-MII~I 0J1)-"74~ Ua I
<br />
<br />N 631,000
<br />
<br />515
<br />N 631,098
<br />E 1,397,225
<br />
<br />515
<br />N 629,110
<br />E 1,397,583
<br />
<br />515
<br />N 627,647
<br />E 1,398,241
<br />
<br />515
<br />N 629,549
<br />E 1,397,306
<br />
<br />515
<br />N 630,419
<br />E 1,397,199
<br />
<br />514
<br />N 630,520
<br />E 1,396,105
<br />
<br />514
<br />N 629,583
<br />E 1,396,077
<br />
<br />514
<br />N 629,247
<br />E 1,395,963
<br />
<br />514
<br />N 628,702
<br />E 1,395,926
<br />
<br />514
<br />N 628,267
<br />E 1,395,975
<br />
<br />514
<br />N 628,124
<br />E 1,395,903
<br />
<br />514
<br />N 620,040
<br />E 1,395,973
<br />
<br />513
<br />~31,014
<br />E 1,395,044
<br />
<br />513
<br />N 620,482
<br />E 1,395,028
<br />
<br />513 ~
<br />N 628
<br />E 1,395,0 7
<br />
<br />513
<br />N 627,057
<br />E 1,395,117
<br />
<br />513
<br />N 629,635
<br />E 1,395,035
<br />
<br />512
<br />N 631,015
<br />E 1,395.017
<br />
<br />512
<br />N 630,048
<br />E 1,394,993
<br />
<br />512
<br />N 629,114
<br />E 1,394,997
<br />
<br />512
<br />N 627,962
<br />E 1,395,006
<br />
<br />512
<br />N 627,065
<br />E 1,394,996
<br />
<br />511
<br />N 631,027
<br />E 1,394,968
<br />
<br />511
<br />N 629,573
<br />E 1,394,899
<br />
<br />511
<br />N 629,142
<br />E 1,394,956
<br />
<br />511
<br />N 628,487
<br />E 1,394,926
<br />
<br />C - 2;'
<br />
<br />~4
<br />
<br />510
<br />N 62<3,041
<br />E 1,394,513
<br />
<br />510
<br />N 627,039
<br />E 1,394,690
<br />
<br />t-/lJ:I.'C,",
<br />
<br />~
<br />
<br />511 511
<br />N 628,282 N 627,059
<br />E 1,394,965 E 1,394,925
<br />
<br />,~r
<br />'{
<br />~i lu .\
<br />o 5;5,/ \ ,~
<br />/ 1/, '\
<br />--;. ~C' \
<br />
<br />n
<br />
<br />..r
<br />(r
<br />
<br />----
<br />
<br />-------
<br />""""'"
<br />
<br />I~ lllt~,)
<br />
<br />~
<br />
<br />~
<br />
<br />MATCH SHEET
<br />
<br />C - 28
<br />
<br />N 630,000
<br />
<br />N 629,000
<br />
<br />NOTE:
<br />
<br />N 627,000
<br />
<br />N 628,000
<br />
<br />LEGEND:
<br />
<br />500-YEAR FLOOD BOUNDARY
<br />
<br />100-YEAR FLOOD BOUNDARY
<br />
<br />--::r z
<br />
<br />514
<br />N 627,162
<br />E 1,396,063
<br />
<br />FLOODWAY
<br />
<br />-t-
<br />
<br />+48.1
<br />5426
<br />~
<br />
<br />, "
<br />
<br />,~~ ~.
<br />~ ~ ~..~
<br />'~')~... .p
<br />\ / ',\
<br />\ \ / ~ 515 ~ \
<br />\~
<br />
<br />~p
<br />X
<br />
<br />)
<br />r:J) / /
<br />( J
<br />(~
<br />~ ~ j
<br />~) (\1:
<br />
<br />~
<br />\
<br />
<br />23-347
<br />
<br />i
<br />
<br />o
<br />
<br />I-
<br />
<br />1114
<br />v- 10+1~
<br />
<br />1
<br />
<br />r
<br />
<br />o
<br />'"
<br />'<:t
<br />II)
<br />
<br />5425.0
<br />X
<br />
<br />MATCH SHEET C- 29
<br />
<br />C-26
<br />
<br />7
<br />
<br />-,..
<br />
<br />4188
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC a GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME ORDER
<br />CATHERINE 2nd
<br />
<br />COORDINATES
<br />X= 1,516,508.42
<br />Y= 581,255.78
<br />
<br />X = 1,231,566.60
<br />Y= 523,643.10
<br />
<br />GNAT 3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />LEGEND
<br />
<br />6 HORIZ. CONTROL
<br />o VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />
<br />o
<br />o
<br />o
<br />~
<br />OJ
<br />'"
<br />
<br />+ GRID POINT
<br />
<br />, CROSS SECTION
<br />
<br />w
<br />
<br />o POLE
<br />
<br />-><- FENCE
<br />o TREE
<br />
<br />,-( V'V)
<br />'v< ,J BRUSH or SCRUB
<br />
<br />... _ I'
<br />I I FOUNDATION or RUINS
<br />,----'
<br />
<br />SECTION LI NE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />_I-
<br />I
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />o
<br />o
<br />q
<br />CD
<br />OJ
<br />'"
<br />
<br />APPROX. SECTION LINE
<br />
<br />w
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303 - 593-0093
<br />
<br />SCALE IN FEET
<br />200 0 0 200 400
<br />, . . I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />o
<br />o
<br />0_
<br />10
<br />en
<br />'"
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAIN STUDY
<br />
<br />w
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />DECEMBER, 1982
<br />
|