FLOOD01588

• County: Garfield
• Community: Parachute
• Stream Name: Parachute Creek
• Title: Floodplain Information Report: Flood Plain Study Sheet 3
• Date: 10/1/1989
• Prepared For: Parachute
• Floodplain - Doc Type: Floodplain Report/Masterplan

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N 600,000

N 599,000

MATCH

C - 68

I
)

N 597,000

SHEET

N 598,000

243
N 599,985
E 1,279,478
243
N 598'~524
E 1,278,

240
N 599,774
E 1,279,736
240
N 598,180
E 1,278,314
238
N 599,669
E 1,279,813
238
N 598,318
E 1,278,612

242
N 599,866
E 1,279,610
242
N 598,428
E 1,278,311

\

,

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) j,_ ~ ~ V 1 ~r ,~ "\ J': ~ "0 ~ . .' ......<:J ..... Tennts - '> ...:.'.;:".r;:~ ~,,~ "", 228
;/ 511~.4 c:;. ~\!\'- cc-- --o'-~~~;YJ/ 5072 5X \ : ;:1rr~: 0" ~ :r;~'::: ~3~97'8751~3~97'594 ~ :;ml Court ~I.';;! -~r. .::::l:~':~::"" _""."'., 22~ N 595,124
-~_1J ~ _, X 5107.0 ,.:./ /1 ~':.... 5070.2 ':. .:~ ,,-"411. E 1,279,068 E 1,279,390 .~ ::::t (/ / .::::'~~ IJffr~"'" C\ S? .. E 1,280,929
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)0/'(/-")' -/7 '=~- ~ PARACHU\S\~ 509j., ~ (x \ ::: :,\ /~~,,'I""""" --::;: :.:;:::11-../ 229 /, 229 I ~C:::" "\, / SOSe ;:.. I I"
Ie..../'/ / , :.::.:'i;.,," ~;;.~ \\' ~~Hm N 597440 N 597,228 227 "t::::::) .... So/ubj ~ i
.~0~//;.~~J02\.8~'7~ ~,'];O r~"t \. If x \~~:~~~.... ....<:~::HHHr;;;~~~ ,"--./, ~~~::m~l E 1,278,845 E 1,279,592 1~J~~~1L / / I ;..;:.;:.:;::::~~i..: ~r./"
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o ~ ~\ - ... / .'.illL . . :::a N 595,8 :.::: ~ ...
o ~o G x. 11\1 ':HHL, ~1::: < i E 1,279,~ !m1 i1F>' \ 0 : flOOD ~El~~~DlIMITS
t() t()\ ;\'" 0 ~:m: ~ 'm:. <> ' 't::::' 0 ;:. . \~ ' ------

I 0 \ ) 0 .. .... . .......... ... .............--... .
I . .. .... ..,....0'. .........................-..... ~ . FLOOD
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u.1

/'2

239
N 599,698
E 1,279,776
239
N 598,391
E 1,278,612
237
N 599,637 g
E 1,279,852 0
237 :ri
N 598,225 (\J
E 1,278,581

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>- 500 YEAR
FL 000

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::;28~

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N 595,000

E 1,280,000

C-69

C- 7 0

MATCH

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N 596,000

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7408

BASIS OF HORIZONTAL CONTROL: THE
COLORADO STATE PLANE COORDINATE
SYSTEM, CENTRAL ZONE, LAM8ERT CONFORMAL
CONIC PROJECTION. THE FOLLOWING (USC a GS
AND/OR USGS) TRIANGULATION STATIONS
WERE USED:

NAME
CATHERINE

ORDER
2nd

COORDINATES
x= 1,516,508.42
Y= 581,255.78
x= 1,231,566.60
Y = 523,643. 10

GNAT

3rd

8ASIS OF VERTICAL CONTROL: USC 8 GS
SEA LEVEL DATUM 8ASED ON THE
FOLLOWING 8ENCHMARKS:

NAME
D-156
4870.74 PS

ORDER
2nd
2nd

ELEVATION
6192.284
4869.860

LEGEND

,

6 . HORIZ. CONTROL
o VERTICAL CONTROL
X BENCHMARK
~2 PHOTO CENTER

+ GRID POINT

1 CROSS SECTiON

o . POLE

-x- FENCE
O. TREE

rl Y>-)
"v 0 8RUSH or SCRU8

... _ I'
I I FOUNDATION or RUINS
,----'

~..._.- -'-.... - ,-. .-.......-

SECTION LINE

+ FOUND SECTION CORNER

._1-
1

UNFOUND SECTION CORNER

APPROX. SECTION LINE

COMPILATION 8Y PHOTOGRAMMETRIC METHODS
FROM 6" C.F. L. VERTICAL AERIAL
PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982

THIS MAP COMPLIES WITH NATIONAL MAP
ACCURACY STANDARDS

PREPARED 8Y:
ANALYTICAL SURVEYS, INC.
4167 SINTON ROAD
COLORADO SPRINGS, CO. 80907
303 - 593-0093

200 ' 0
I '

SCALE IN FEET
- O""'-~ 200 -~~.>. 400 ..-
, I

~ ~,.-

CONTOUR INTERVAL - 2 FEET

o
o
o

COLORADO RIVER AND TRIBUTARIES

(Xl
(\J

FLOOD PLAIN STUDY

w

PREPARED FOR

GARFIELD a MESA COUNTIES, COLORADO

IN COOPERATION WITH
COLORADO WATER CONSERVATiON BOARD
OENVER,COLORADO

DECEMBER, 1962
SHEET 3 OF 4