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(~ 4~~~:: \ : \ \) ) \ - XS"3IDr. L!..J.;.U._ RE;>~~ : '\ ~ y /"' ~* 5349.1 / ~\\. ~ '0 ~II~~:O :!-,"l ).10 \ ~\J\\ ~~0~3,~J ~" ( \ ~ ~ ~~\; ,~~ ! ~ 'u U". 5~g.0 '\170..... Nile ^-.r' 1 ~(',\ I \ ~ c: . 'b'\ '.(l"\ )-:J~ ~ .. 0\\ -~\~ . .Iln ~ (j~!i!>'Ool,/"~ c ~\ ~ I \ ~, \~ ~ \ (\~ 0 ~IIF-,I! ( ,k \(\~~;{~!\X53ElO:9~ ~, ~\ \\\ .___'-,----\\ ~ ~ ~ __ --- I C-37~ + W.L. I ( 5347.:8 \ \\\ \ +4 \ \ i . . \: 350.7 '0 ~~ X 53X53.1~\\\ \ . 5352.9 \ X 445 ~ '-..../\ '1 1 446 N 627,790 E 1,375,010 447 N 627,126 E 1,375,090 ) \..~"~....-/~/-'~ \' O~+O 5351.6 X 1---- >< ,~~ X 5351.0 =1 I ~t'-5350 . . . 1 z . . s~ s: .j 5351.8 0 X ( \ x 53G (~;~~:.~_: \'\'; . X \. '\ 5349.7 J-J ~~ J/ -------------- 5349.1 X -t- 445 N 630,846 E ',374,407 445 N 626,593 E 1,374,627 ~ ~ ~........ . ~~~ - . ~~.~(\ \ ~~.~ \; , \\ -1 I~ ^^', \Q:" '. 52~:'0 . - ~~ 1:. ~[). . 5348,t3X 't\'" . Y; , ~ \ ~~ ~ J '. ~~ ~ .. . (/~g q, <t I'- '" \\ . <.1'", <.1'0 . . --- ~ ~( ''''--.5347.7 X . . I X 5347.2 ~~~ '" ~~ I.. ..~ ~ '53455 ~ ,\ ;~~ ~/ 'if ;;-5340- o o o '" I'- . "'~ 5346.8 X CD ~Z ( ~ \\ X 5346.6 I ~./ ~ :0 ~ ,\ . - I I ~ ~8.5\ '. 444 \ .~ . w - ~46.6 ~ ...-- y 444, X5345.3 X 5345.2 - n X5344.7 '-./ X5343.4 / 1- . I.. X5344.8 X5344.6 1/ + +. j It) r 1 443 N 627,639 E 1,371,866 443 N 630,446 E 1,371,603 443 N 627,132 E 1,371,633 MATCH SHEET C-39 4814 - LEGEND FLOOD PLAIN LIMITS ... - -. ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... .... ........... ..... .......... , 100 YEAR FLOOD ~ '. GROUND ELEVATION IN FEET ~5<80 ~ MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' CROSS SECTION A. CROSS SECTION CONTINUED . - OA .. INTERMITTENT STREAM HORIZONTAL CONTROL VERTICAL CONTROL PHOTO CENTER GRiD POINT 100 YEAR FLOOD ELEV. ~\,,~ 8272 ;n II"'\(HJ station in 100ft. o from lower study limit -Q- + 5280 w 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 8 17, 1982. BASIS OF HORIZONTAL CONTROL:r HE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND fOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE COORDINATES X= 1,516,508.42 Y=58I,255.78. GNAT-X=I,23I,566.60 Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL DATUM BASED ON THE FOllOWING BENCHMARKS: 0-156 ELEVATION 6192.284. 4870,74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS. CO. 80907. SHEETS 21 8 22 COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE COORDINATE SYSTEM I CENTRAL ZONE, lAMBERT CONFORMAL CONiC PROJECTION. THE FOLLOWING (USC8G AND USGS) TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770,68, Y=613,033,61, CASTLE X=I,432,094.8I, Y= 623,300.73, ANTLER X= 1,371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL: USC 8 GS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: 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 ~ w W I <f) STREAM MAP SHEET MAP SHEET STREAM PORCUPINE CR. BEAVER CR MAMM CR. DRY HOLLOW CR. DIVIDE CR, 1-3 184 5 - 8 9 -10 II ";14 GARFIEL 0 CR. ALKALI CR. S. CANYON CR. CANYON CR ELK CR. 15-16 17-18 19-22 23-24 25-29 o o q, N I'- '" c- . I_~__n~____ REVISION BY DATE ,- (j U. S. DEPARTMENT OF AGRICULTURE ~ SOIL CONSERVATION SERVICE FLOOD PLAINS FLOOD PLAIN MANAGEMENT STUDY COLORADO RIVER TRIBUTARIES IN GARFIELD COUNTY COLORADO o 200 400 200 . S<;A LE 600 , FEET SHEET IN ('. ~., I. 5 OF 29'"'' ~