FLOOD04180

• County: Weld
• Basin: South Platte
• Title: Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
• Date: 12/6/1999
• Prepared For: Weld County Public Works
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

2

GHlb
tf/6

CURRfNT DATE: 03-15-1999

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FILE DATE: 03-15-1999
FILE NAME: GWCR16
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DIS-
CHARGE
FLOW
(cis)

6.00 (ft)) CAPA

-.-.-=-
-- _...

HEAD- INLET OUTLET
~ATER CONTROL CONTROL FLOW NORMAL
ElEV. DEPTH DEPTH TYPE DEPTH
(ft) (ft) eft) <F4> eft)

CRIT. OUTLET
OEPTH DEPTH
eft) eft)

TW OUTLET
DEPTH VEl.
eft) efps)

TW
VEl.
(fps)

ffi:".,;;;;,;;;;;;mmlEl::====mm"!!lU!ur:;;l:;;;,,m,,;;m':::;;:::::,;;;;.7:mmE;;;i;;;,m:ll;;;,;;mmm,llimr";;;,;;;;;;;;;mmmmm;m:;;;;;:Eh:-mmh=-=ffi!!!i;;;!!;;;n,,f:E:hT:r:m:l
:ElEEill,;;;;::'..:E::illl;;;-::JEEffi;;;i;;;iffim!;;i::l.:;mmmimmm;;;...'?;;;;;;;;:::;;;:::.;;;;;m,;;;;;;;;:.;;;i;:J,,;;;;;;;;;;;;;;::;;;,;;;;;;;;;;;;;;;;;;,;;.'EE;;;;;;:EE!ffi:l;;;;:.;;;;;;iEE:';;;,!ffi;;:':l!;,,;

0.00 4935.05
40.00 4937.40
80.00 4938.44
120.00 4939.30
160.00 4940.06
176.25 4940.38
182.11 4940.54
184.40 4940.65
186.70 4940.73
200.00 4940.99
200.00 4941.15

0.00
1.95
2.86
3.71
4.49
4.79
4.90
4.94
4.98
5.23
5.23

0.00 O-NF
2.35 3'M2t
3.39 3-M2t
4.25 3-M2t
5.01 3-M2t
5.34 3-M2t
5.49 3-M2t
5.60 3-M2t
5.68 3-M2t
5.94 3-M2t
6.10 3-M2t

0.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00

0.00
1.34
1.96
2.45
2.86
3.03
3.08
3.10
3.12
3.23
3.23

0.00
1.68
2.36
2.83
3.21
3.53
3.81
4.06
4.29
4.50
4.70

-0.55
1.68
2.36
2.83
3.21
3.53
3.81
4.06
4.29
4.50
4.70

0.00
4.32
5.58
6.66
7.65
7.55
7.17
6.77
6.47
6.62
6.35

0.00
4.68
5.60
6.20
6.65
7.02
7.34
7.62
7.88
8.10
8.30

EL. inlet face invert
Et. inlet throat invert

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4935.05 ft
0.00 ft

.............................................. ..... .. ~............_.._..............- ................
.................................................... . . ... ............................... . ..........
....................................................... .................................... ...........
...............................................................................................................................................
:::::::::::::::::::::::::m::mm::::::::::::::m::::::::::::::::::::::::m::mm:::::::::m::::::::::::::::::m:::::::m:::m::m:

El. outlet invert 4935.05 ft
El. inlet crest 0.00 ft

Him~mmmmmmmm~mmmmmmmmmmmmmmmn~g~~;mmmmmm;;;;m;m]hlm;;m;;;m;m;;mmmmm~mmmmmmmmmmmmmmmmmmmmmm;mmmmm;
.............................................................................. .......................................................................................................................-.............................

***** SITE DATA ***** CULVERT INVERT
INLET STATION
INLET ELEVATION
IT lET STATION
. JTlET ELEVATION
NUMBER OF BARRELS
SLOPE (V/H)
CULVERT lENGTH ALONG SLOPE

*..************

138.00 ft
4935.05 ft
100.00 ft
4935.05 ft
1
0.0000
38.00 ft

***..* CULVERT DATA SUMMARY ***..**********..*********

BARREL SHAPE
BARREL SPAN
BARREL RISE
8ARREl MATERIAL
BARREL MANNING'S n
INLET TYPE
INLET EDGE AND WALL
INLET OEPRESS!ON

PIPE ARCH
7.75 ft
6.00 ft
ALUMINUM STRUCTURAL PLATE
0.035
CONVENTIONAL
PROJECTING
NONE

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