|
<br />,.
<br />
<br />E 1,405,000
<br />
<br />MATCH SHEE T
<br />
<br />~J,24
<br />26-'2~
<br />----
<br />
<br />.
<br />
<br />554 554
<br />N 616,173
<br />E 1,405,167
<br />
<br />555
<br />t~ 616,012
<br />E 1,405,152
<br />
<br />556
<br />N 615,940
<br />E 1,405,041
<br />
<br />557
<br />N 615,889
<br />E 1,405,018
<br />
<br />558
<br />N 615,866
<br />E 1,405,017
<br />
<br />559
<br />N 615,823
<br />E 1,405,000
<br />
<br />560
<br />I~ 614,979
<br />E 1,405,284
<br />
<br />561
<br />N 614,344
<br />E 1,405,292
<br />
<br />o
<br />o
<br />o
<br />r<l-
<br /><J)
<br />Z
<br />
<br />-!~
<br />
<br />557
<br />
<br />558
<br />N 615,647
<br />E 1,405,111
<br />
<br />559
<br />N 615,399
<br />E 1,405,731
<br />
<br />560 -_'/
<br />N 615,152 --,
<br />E 1,405,878
<br />
<br />561
<br />N 613,811
<br />E 1,405,768
<br />
<br />
<br />
<br />+
<br />
<br />2~,.30
<br />36'3/
<br />J
<br />
<br />(
<br />
<br />563
<br />N 615,940
<br />E 1,405,876
<br />
<br />563
<br />N 615,829
<br />E 1,405,823
<br />
<br />563
<br />N 615,496
<br />E 1,406,099
<br />
<br />562
<br />N 615,(,75
<br />[ 1,405,943
<br />
<br />562
<br />N 615,461
<br />E 1,405,937
<br />
<br /> 544 547 548
<br /> N 616,819 N 616,414 N 616,383
<br /> 544 E 1,406,794 E 1,407,136 E 1,407,216
<br /> N 616,653
<br /> E 1,406,618 I
<br /> 545 546 54 7 -;i 548
<br /> I~ 616,342 N 616,337 N 616,33 -- N 616,196
<br /> E 1,406,998 E 1,407,019 E 1,407,111 E 1,407,225
<br /> 545 546 547 548
<br /> N 615,940 N 615,940 N 615,940 N 615,980
<br /> ..--- E 1,407,OI() E 1,407,039 E 1,407,351 E 1,407,379
<br />~ ---
<br />5760
<br /> /
<br />
<br />E 1,406,000
<br />
<br />565
<br />N 615,500
<br />E 1,406,853
<br />
<br />565
<br />N 615,250
<br />E 1,406,531
<br />
<br />564
<br />N 615,785
<br />E 1,406,061
<br />
<br />564
<br />N 615,608
<br />E 1,406,027
<br />
<br />564
<br />N 615,324
<br />E 1,406,290
<br />
<br />+-
<br />
<br />C-22-I-BOTTOM (13)
<br />
<br />E 1,407,000
<br />
<br />E 1,408,000
<br />
<br />E ',409,000
<br />
<br />j
<br />
<br />N
<br />
<br />d
<br />
<br />549
<br />N 615,943
<br />E 1,407,407
<br />
<br />549
<br />N 1015,946
<br />E 1,407,888
<br />
<br />550
<br />N 615,503
<br />E 1,407,265
<br />
<br />550
<br />N 615,932
<br />E 1,407,665
<br />
<br />!
<br />I
<br />/
<br />
<br />-- I
<br />~-
<br />
<br />----
<br />-----
<br />~~20
<br />302~
<br />
<br />0
<br />i i
<br /> )
<br /> I
<br />'< ! ,
<br /> Y
<br />
<br />I
<br />!
<br />/
<br />/
<br />/
<br />I
<br />I
<br />I
<br />)
<br />
<br />566
<br />N 615,301
<br />E 1,407,218
<br />
<br />/
<br />00-
<br />
<br />566
<br />N 614,';>00
<br />
<br />E 1 4^' 744
<br />1 VU,
<br />
<br />.
<br />
<br />4823
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />.~[~r ~~~::':[~~;r ~~~~::~:~~
<br />
<br />
<br />100 YEAR
<br />FLOOD
<br />
<br />,. ...... ......
<br />... ...... .....
<br />.. ...... ......
<br />... ...... .....
<br />.. ...... ......
<br />
<br />GROUND ELEVATION IN FEET ~ 5<80 _______../
<br />MEAN SEA LEVEL DATUM
<br />- \ \ .
<br />o
<br />g CONTOUR INTERVAL 2.0'
<br />I"-
<br /><J) CROSS SECTION A. II A
<br />
<br />z'
<br />CROSS SECTION CONTINUED . ..
<br />
<br />\
<br />
<br />INTERMITTENT STREAM
<br />HORIZONTAL CONTROL
<br />VERTICAL CONTROL
<br />PHOTO CENTER
<br />GRID POINT
<br />100 YEAR FLOOD ELEV.
<br />
<br />:::--\-\-,' " , ~=s--
<br />8272
<br />station in 100ft
<br />o from lower study limit
<br />
<br />-Q-
<br />+
<br />!l2eO
<br />
<br />o
<br />o
<br />o
<br /><J)
<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" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 al7,
<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=581,255.78. 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 />CI92.284. 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL
<br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907.
<br />
<br />-
<br /><J)
<br />z
<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 X= 1,432,094.81, Y= 623,300.73, ANTLER
<br />X= 1,371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL:
<br />USC a 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 /> '.j--- SHEET INDEX
<br /> STREAM MAP SHEET STREAM MAP SHEET
<br /> 56B PORCUPINE CR. I - 3 GARFIEL D CR. 15-16
<br /> N 614,843
<br />I E 1,407,955 0 BEAVER CR I a 4 ALKALI CR. 17-18
<br /> 0 MAMM CR. 5 - 8 S. CANYON CR. 19-22
<br /> 0
<br /> 568 10 DRY HOLLOW CR. 9 -10 CANYON CR. 23-24
<br /> N 614,463 -
<br /> <J) DIVIDE CR_ II -14 ELK CR. 25-29
<br /> E 1,407,895
<br /> z
<br />
<br />-- I
<br />---
<br />
<br />'\
<br />
<br />-!~
<br />
<br />+
<br />C-22-2
<br />
<br />REVISIO N
<br />
<br />DATE
<br />
<br />BY
<br />
<br />(J u. S. DEPARTMENT OF AGRICULTURE
<br />~ SOIL CONSERVATION SERVICE
<br />
<br />o
<br />o
<br />o
<br /><;t
<br /><J)
<br />
<br />z
<br />
<br />FLOOD PLAINS
<br />FLOOD PLA IN MANAGEMENT STUDY
<br />COLORADO RIVER TRIBUTARIES
<br />IN GARFIELD COUNTY
<br />COLORADO
<br />200 400
<br />
<br />200
<br />
<br />.
<br />SCALE
<br />
<br />o
<br />
<br />600
<br />.
<br />FEET
<br />
<br />IN
<br />
<br />SHEET 14 OF 29
<br />
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