20150643 Ver 1_Application_20150630

From:Wanucha, Dave
To:Carpenter,Kristi
Subject:FW: SAW-2015-00901 NWP #3 NCDOT Ashe County Bridge #66 (LIBP) (UNCLASSIFIED)
Date:Tuesday, June 30, 2015 9:02:39 AM
Attachments:Bridge #66 Attachment G.pdf
S-063_040066_Permit Drawings.pdf
Hi Krisiti,
No written permit required but there are impacts. Thanks.
Dave Wanucha
NC DENR Winston Salem Region Office
NC Division of Water Resources
Transportation Permitting Unit
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Cell [phone]
Office [phone]
[e-mail]
-----
E-mail correspondence to and from this address may be subject
to the North Carolina Public Records Law and may be disclosed to third parties.
-----Original Message-----
From: Slaughter, Johnathan H
Sent: Monday, June 29, 2015 1:37 PM
To: Wanucha, Dave
Subject: RE: SAW-2015-00901 NWP #3 NCDOT Ashe County Bridge #66 (LIBP) (UNCLASSIFIED)
-----Original Message-----
From: Wanucha, Dave
Sent: Friday, June 12, 2015 4:00 PM
To: Slaughter, Johnathan H
Cc: Carpenter,Kristi
Subject: FW: SAW-2015-00901 NWP #3 NCDOT Ashe County Bridge #66 (LIBP) (UNCLASSIFIED)
Hi Heath,
When you return, please forward a courtesy copy of the application for the above referenced project. We need to
place the application on file even though a written permit is not required from our Division. This would hold true
for all projects that do not require a written permit from our Division. Thanks.
Dave W.
Dave Wanucha
NC DENR Winston Salem Region Office
NC Division of Water Resources
Transportation Permitting Unit
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Cell [phone]
Office [phone]
[e-mail]
-----
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
-----Original Message-----
From: Wanucha, Dave
Sent: Thursday, April 30, 2015 9:23 AM
To: Carpenter,Kristi
Cc: Ridings, Rob
Subject: FW: SAW-2015-00901 NWP #3 NCDOT Ashe County Bridge #66 (LIBP) (UNCLASSIFIED)
Hi Kristi,
I believe this is a courtesy copy since the impacts are below that which require a "written permit" from DWR. I am
not sure if these are given a project number in BIMS, but Rob will know.
Dave Wanucha
NC DENR Winston Salem Region Office
NC Division of Water Resources
Transportation Permitting Unit
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Cell [phone]
Office [phone]
[e-mail]
-----
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
-----Original Message-----
From: Williams, Andrew E SAW [mailto:[e-mail]]
Sent: Wednesday, April 29, 2015 11:08 AM
To: Slaughter, Johnathan H
Cc: Wanucha, Dave; Chambers, Marla J; Kichefski, Steven L SAW; Williams, Andrew E SAW
Subject: SAW-2015-00901 NWP #3 NCDOT Ashe County Bridge #66 (LIBP) (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Heath,
On March 30, 2015, the US Army Corps of Engineers, Wilmington District received your written notification that
you intend to replace NCDOT Bridge #66 with a new bridge at the same location. The specific location where the
work is planned is on SR 1362 (Big Horse Creek Road) over Big Horse Creek in Ashe County, North Carolina. The
geographic coordinates (in decimal degrees) are 36.5719° N and -81.56019° W. Your notification indicated that you
intend to permanently impact 35 linear feet of jurisdictional stream channel associated with the placement of the
bridge abutment and bank stabilization. The notification also indicates you intend to temporarily impact 148 linear
feet of jurisdictional stream channel associated with dewatering activities and the installation of temporary work
pads.
Based on the information provided in your application, including Attachment G (Low/Minimum Impact Bridge
Project Data Sheet) of the 2010 Low Impact Bridge Replacement Document, your work is authorized by
Nationwide Permit (NWP) 3 for Maintenance Activities provided it is accomplished in strict accordance with the
attached conditions, Attachment J (Standard Recommendations of Small Bridge Replacements in Trout Waters) and
your submitted description. Any violation of the attached conditions or deviation from your submitted description
may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. Attached is a
copy of the NWP 3 and the applicable permit conditions. This verification is valid until the NWP is modified,
reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March
18, 2017. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when
the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of
the modification or revocation of the NWP to complete the activity under the present terms and conditions of this
nationwide permit. The Action Identification Number for this project is SAW-2015-00901.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone: [phone]) to determine
Section 401 requirements.
This response to your notification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits.
This electronic copy is your official Department of the Army Notification; no paper copy will be mailed, unless
specifically requested.
Please let me know if you have any questions regarding this permit or the conditions. You can call me at telephone
[phone], ext 26 or contact me via e-mail at [e-mail].
Thank you,
Andrew Williams
Regulatory Project Manager
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
919-554-4884 extension 26
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at http://regulatory.usacesurvey.com/.
Classification: UNCLASSIFIED
Caveats: NONE
________________________________
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to
third parties.
Attachment G: LowjMinimal Impact Bridge Prc�ject Data 5heet
� T!P NO SF-04046f
2 WB� Element No. 17BP.11.R.117
3 Caunty Ashe
4 Bridqe Number 66
5
D�:scription
Basin
Classificafiion
Stream SIN
Type
�ize
Existing Structure Size (W x L)
Suff. Rating
Propased Structure Type ��
5i�e (W x L)
Stream ��ACE {LF)�� �
NCDWQ Impacts {�F�
USACE Impacts (AC)
V1/etlands Non 404 Impacts (AC)
CAMA Impacts (SF)
NC DWQ Buffers Impacts (SF)
Buffer Applicaton Required (Y/N)
State Stormwater Permit Required (YlN�
Habitat
T&E �pecies Present
Bio Conclusion
Moratorium Typ� --
Dates
NativetHatchery
Trout Waters Traut Species Present
Trout Conditions (Y/N)
WRC Reviewer
CAMA AECs
Essential Fish Habitat
Nav. t�pening
USCG Permit
Historic Properties
Archaeological Resources
Tribal Lands
4{f) Resources
6(f} jLWCF] Resources
Wild and Scenic River
Federa! L,ands
TVA Area
FEMA Buyout
FEMA Flood Study
USTs Haz Mats
Relocatees
Location
�AT
LONG
Project Comments
Compleied by:
� � � �
i
/
ision Environmental Offi
Replace Brg# 66
over Big �forse
Creek
New
C; Traut +
�.o-z-��.-(1)
Inland
40' - 45'
BRIDGE
18' x 51'
21.85
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30' x 110'
35
35
0
0
N/A
NfA
No
No
No
None
No Effect
Brown
C?ct.15-Apr.15
Rlative
Brown
Y
MJ Chambers
N/A
No
N/A
No
No
No
No
No
No
No
No
No
No
Yes
No
No
36.57191
-$1.56019

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Ashe County SF-040066 17BP.11.R.117
NC

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DIVISION OF HIGHWAYS February 20, 2015
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SHEET 3 OF 6
DIVISION OF HIGHWAYS
NCDOT
TEMPORARY WORK PAD DETAIL
1.5:11.5:1 CLASS A RIP RAP
CLASS II RIP RAP
FILTER FABRIC
CHANNEL BED
NOT TO SCALE
SECTION A-A
SECTION B-B
1/19/2015
WIDTH OF EXISTING END BENT FOOTING
BIG HORSE CREEK
NWS EL. = 2898.7’
1.0’
CLASS A RIP RAP
CLASS II RIP RAP
NATURAL GROUND
GEOTEXTILE FABRIC
=2898.7’
NWS EL.
CONCRETE FOOTING
REMOVE EXISTING
END BENT 1
FACE OF EXISTING
APPROX. EL. = 2894.8’
CHANNEL BOTTOM
TOB EL. = 2899.7’
1.5:
1
END BENT 1
EXISTING
ASHE COUNTY
PROJECT: 17BP.11.R.117 (040066)
ON SR 1362 (BIG HORSE CREEK RD)
BRIDGE NO. 66 OVER
SHEET 4 OF 6
DIVISION OF HIGHWAYS
NCDOT
TEMPORARY WORK PAD DETAIL
1.5:11.5:1 CLASS A RIP RAP
CLASS II RIP RAP
FILTER FABRIC
CHANNEL BED
NOT TO SCALE
SECTION A-A
SECTION B-B
1/19/2015
BIG HORSE CREEK
NWS EL. = 2898.7’
1.0’
CLASS A RIP RAP
CLASS II RIP RAP
=2898.7’
NWS EL.
APPROX. EL. = 2895.4’
CHANNEL BOTTOM
TOB EL. = 2899.7’
1.5:
1
ASHE COUNTY
PROJECT: 17BP.11.R.117 (040066)
INTERIOR BENT
C OF PROPOSEDL
EXCAVATED BENCH
NATURAL GROUND/
FABRIC
GEOTEXTILE
WIDTH OF PROP. BENT CAP + 5’ EACH END
MAY VARY)
(LOCATION
36" PIPE
+/- 7.0’
BRIDGE NO. 66 OVER
ON SR 1362 (BIG HORSE CREEK RD)
123442902.63
12468
GRAVEL
BARN
GRAVEL
GR
AVE
L
18" C
MP
15" CMP
12
"
CM
P
TT
FIBER OPTIC
FIBER OPTIC
T
FIBER OPTIC
BM#1
BIG HORSE CREEK
BIG HORSE CREEK
BST
BST
5
0
.
0
0
’
5
0.
0
0
’
PER ABSTRACT
EXISTING R/W
SPRING
BIG HORSE CREEK ROAD
SR 1362
BIG HORSE CREEK ROAD
SR 1362
LINDA L. DAVIS
DB 220 PG 634
BETSY J. LITTLE
GENEVA J. COFFEY AND
KIMBERLY L. BARE
DIRK E. LITTLE AND
DB 251 PG 799
KIMBERLY L. BARE
DIRK E. LITTLE AND
DB 251 PG 799
LINDA L. DAVIS
DB 220 PG 634
TO MUD CREEK ROAD
TO LITTLE WINDFALL ROAD
GRAVEL
12344
2902.63
GRAVEL
GATE
15" CMP T SPRING
RR SPIKE IN 24" POPLAR
-L- STA. 11+98.57 OFFSET = 29.30’ LT
BM # 1 EL. 2906.47’
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SHEET 5 OF 6
PERMIT DRAWING
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
1"=30’
SCALE SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
1"=30’
SCALE
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
N
A
D

8
3

(N
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CONSTRUCTION SEQUENCE - REMOVE EXIST. INTERIOR BENT
3. REMOVE TEMPORARY WORK PAD FROM STREAM BED.
2. ROLL EXISTING CONCRETE FOOTING ONTO WORK PAD FOR REMOVAL FROM STREAM.
NO MORE THAN HALF THE STREAM SHALL BE BLOCKED DURING THIS OPERATION.
SEE SHEET 3 FOR DETAILS OF TEMPORARY WORK PAD.
1. PLACE TEMPORARY WORK PAD TO PROTECT STREAM AS SHOWN ON DRAWINGS.
CONSTRUCTION SEQUENCE - INSTALL PROP. INTERIOR BENT
3. REMOVE TEMPORARY WORK PAD FROM STREAM BED.
2. CONSTRUCT PROPOSED INTERIOR BENT FROM TEMPORARY WORK PAD.
SEE SHEET 4 FOR DETAILS OF TEMPORARY WORK PAD.
PLACE TEMPORARY WORK PAD TO PROTECT STREAM AS SHOWN ON DRAWINGS.
1. PLACE TEMPORARY 36" PIPES, MAKING SURE TO LOCATE AROUND PROP. PIER LOCATIONS.
NOTE: NO MORE THAN ONE TEMPORARY WORK PAD SHALL BE IN PLACE AT ONE TIME.
SEE SHEET 4
TEMP. WORK PAD
SEE SHEET 3
TEMP. WORK PAD
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
1"=30’
SCALE
IN SURFACE WATER
TEMPORARY IMPACTS
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SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
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DIV11C - BRIDGE 040066 - ASHE COUNTY 4
RIGHT-OF-WAY AGREEMENT.
AND FENCE WILL BE ADDRESSED IN
NOTE: ADJUSTMENTS TO EXISTING GATES
10+00 13+00
2890
2900
11+00 12+00 14+00
2910
2920
15+00
17BP.11.R.117
DB11C-040066
2900
2910
2920
V = 35MPH
V = 25MPH
-L- STA. 12+29.36
LOW POINT
V = 45MPH
-L- STA. 12+50.00
BEGIN BRIDGE
-L- STA. 13+62.75
END BRIDGE
VC = 75’
EL = 2906.67’
-L- STA. 15+25.00
END GRADE
V = 25MPH
K = 13
VC = 45’
K = 27
PI = 14+15.00
EL = 2,905.05’
PI = 14+75.00
EL = 2,906.90’PI = 10+47.00
EL = 2,905.70’
(-)2.1205%
(-)0.8425%
VC = 70’
K = 55
PI = 12+01.30
EL = 2,904.40’
(+)0.3042%
VC = 100’
K = 88
(+)3.0833%(-)0.4600%
P
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BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 25
= 100 YRS
STR #040066 Sta. 13+06 -L-
= 3500
= 4900
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
= 2907.56
= 2906.3
= 2550
= 2904.8
NORMAL WATER SURFACE ELEV = 2898.7 FT
= +/- 10
NWS ELEV. SURVEYED = 7/28/14
F
C
F
F
F
F
C
C F
F
F
C
C
C
C
2
4
" RC
P-
IV
24" RCP-IV
15" RCP-IV
18" RCP-III
FES
TB 2GI-B
REMOVE
RETAIN
2GI-D
2GI-B
TB
51’
+63.00
EX. R/W
+34.00
57’
+60.00
67’
+64.00
72’
+47.0060’
+45.00
LINDA L. DAVIS
LINDA L. DAVIS
KIMBERLY L. BARE
DIRK E. LITTLE AND
KIMBERLY L. BARE
DIRK E. LITTLE AND
1
3
2
4
DB 220 PG 634
DB 251 PG 799
DB 251 PG 799
DB 220 PG 634
SEE SHEET 4
TEMP. WORK PAD
SEE SHEET 3
TEMP. WORK PAD
TEMP. 36" PIPES
RETAIN
F
C
C
C
RETAIN
C
F
2895
2895
2895
2895
2900
2900
2900
2900
2
9
0
0
2
9
0
0
2
9
0
0
2900
2900
2900
2900
2
9
0
5
2
9
0
5
2
9
0
5
2905
29052905
2905
2905
2905
2
9
0
5
2905
2910
2910
2910
2910
2910
2915
2915
2915
2915
2920
2
9
20
2920
2920
2925
2925
2925
2930
2930
2935
2
9
35
2940
2895
2895
2900
2
9
0
0
2905
2910
2900
2893.00
2894.00
2896.00
2896.00 2896.00
2
8
9
7
.
0
0
2897.00
2897.00
2897.00
2898.00
2898.002898.00
2898.00
2898.00
2899.00
2899.00
2899.00
2899.00
2899.00
2901.00
2901.00
2901.
00
2901.00
2901.00
2902.00
2902.00
2902.00
2902.00
2902.00
2902.00
2903.00
2903.00
2903.00
2
9
0
3
.0
0
2903.00
2903.00
2903.00
2
9
0
4
.0
0
2904.00
2
9
0
4.0
0
2904.00
2904.00
2904.00
2904.00
2906.00
2906.00
2906.00
2907.00
2907.00
2908.00
2908.00
2909.00
2909.00
2911.00
2911.00
2912.00
2912.00
2912.00
2913.00
2913.00
2914.00
2914.00
2916
.00
2916.00
2917
.00
2917.00
2918
.00
2918.00
2919
.00
2919.00
2921.00
2921.00
2922.00
2922.00
2923.00
2924.00
2926
.00
2927
.00
2
9
2
8.0
0
2
9
2
9
.0
0
2
9
3
1.0
0
2
93
2.
0
0
29
3
3.0
0
2
93
4.
00
2
93
6.
00
2936.00
2937.00
2937.00
2938.00
2938.00
2939.00
2896.00
2901.00
2901.00
2901.00
2902.00
2902.00
2902.00
2903.00
2
9
0
3
.0
0
2904.00
2906.00
2907.00
2908.00 2909.00
2896.00
2897.00
123442902.63
12468
GRAVEL
BARN
GRAVEL
GR
AVE
L
18" C
MP
15" CMP
12
"
CM
P
TT
FIBER OPTIC
FIBER OPTIC
T
FIBER OPTIC
BM#1
BIG HORSE CREEK
BIG HORSE CREEK
BST
BST
5
0
.
0
0
’
5
0.
0
0
’
PER ABSTRACT
EXISTING R/W
SPRING
BIG HORSE CREEK ROAD
SR 1362
BIG HORSE CREEK ROAD
SR 1362
LINDA L. DAVIS
DB 220 PG 634
BETSY J. LITTLE
GENEVA J. COFFEY AND
KIMBERLY L. BARE
DIRK E. LITTLE AND
DB 251 PG 799
KIMBERLY L. BARE
DIRK E. LITTLE AND
DB 251 PG 799
LINDA L. DAVIS
DB 220 PG 634
TO MUD CREEK ROAD
TO LITTLE WINDFALL ROAD
GRAVEL
12344
2902.63
GRAVEL
GATE
15" CMP T SPRING
RR SPIKE IN 24" POPLAR
-L- STA. 11+98.57 OFFSET = 29.30’ LT
BM # 1 EL. 2906.47’
.0
2
.0
3.0
4.
0
1
.0
2
.0
2
5
.0
3.
0
4
.0
4.0
3.02.01.01.00.02.0
2
.0
2
.0
2
.0
1
.0
1
.0
1
.0
1
.0
3.0
0
.0
0 .0
3
6
.0
12
.0
2
5
.0
2
5
.0
2
5
SHEET 6 OF 6
PERMIT DRAWING
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
1"=30’
SCALE SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
1"=30’
SCALE
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
N
A
D

8
3

(N
S
RS

2
0
0
7
)
CONSTRUCTION SEQUENCE - REMOVE EXIST. INTERIOR BENT
3. REMOVE TEMPORARY WORK PAD FROM STREAM BED.
2. ROLL EXISTING CONCRETE FOOTING ONTO WORK PAD FOR REMOVAL FROM STREAM.
NO MORE THAN HALF THE STREAM SHALL BE BLOCKED DURING THIS OPERATION.
SEE SHEET 3 FOR DETAILS OF TEMPORARY WORK PAD.
1. PLACE TEMPORARY WORK PAD TO PROTECT STREAM AS SHOWN ON DRAWINGS.
CONSTRUCTION SEQUENCE - INSTALL PROP. INTERIOR BENT
3. REMOVE TEMPORARY WORK PAD FROM STREAM BED.
2. CONSTRUCT PROPOSED INTERIOR BENT FROM TEMPORARY WORK PAD.
SEE SHEET 4 FOR DETAILS OF TEMPORARY WORK PAD.
PLACE TEMPORARY WORK PAD TO PROTECT STREAM AS SHOWN ON DRAWINGS.
1. PLACE TEMPORARY 36" PIPES, MAKING SURE TO LOCATE AROUND PROP. PIER LOCATIONS.
NOTE: NO MORE THAN ONE TEMPORARY WORK PAD SHALL BE IN PLACE AT ONE TIME.
SEE SHEET 4
TEMP. WORK PAD
SEE SHEET 3
TEMP. WORK PAD
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMPORARY IMPACTS
1"=30’
SCALE
IN SURFACE WATER
TEMPORARY IMPACTS
N
A
D

8
3

(N
S
R
S

2
0
0
7
)
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
3
/
2
5
/
2
0
15
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
0
4
0
0
6
6
_
p
e
r
_
w
e
t
_
c
o
n
.
d
g
n
c
c
a
v
a
l
i
e
r
DIV11C - BRIDGE 040066 - ASHE COUNTY 4
RIGHT-OF-WAY AGREEMENT.
AND FENCE WILL BE ADDRESSED IN
NOTE: ADJUSTMENTS TO EXISTING GATES
10+00 13+00
2890
2900
11+00 12+00 14+00
2910
2920
15+00
17BP.11.R.117
DB11C-040066
2900
2910
2920
V = 35MPH
V = 25MPH
-L- STA. 12+29.36
LOW POINT
V = 45MPH
-L- STA. 12+50.00
BEGIN BRIDGE
-L- STA. 13+62.75
END BRIDGE
VC = 75’
EL = 2906.67’
-L- STA. 15+25.00
END GRADE
V = 25MPH
K = 13
VC = 45’
K = 27
PI = 14+15.00
EL = 2,905.05’
PI = 14+75.00
EL = 2,906.90’PI = 10+47.00
EL = 2,905.70’
(-)2.1205%
(-)0.8425%
VC = 70’
K = 55
PI = 12+01.30
EL = 2,904.40’
(+)0.3042%
VC = 100’
K = 88
(+)3.0833%(-)0.4600%
P
I

=
12
+
0
0
.0
0

(
L
T
)
E
l

=

2
9
0
3
.5
8
(-) 0.3000%
P
I

=
10
+
0
0
.0
0

(
L
T
)
E
l

=

2
9
0
4
.18
BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 25
= 100 YRS
STR #040066 Sta. 13+06 -L-
= 3500
= 4900
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
= 2907.56
= 2906.3
= 2550
= 2904.8
NORMAL WATER SURFACE ELEV = 2898.7 FT
= +/- 10
NWS ELEV. SURVEYED = 7/28/14
F
C
F
F
F
F
C
C F
F
F
C
C
C
C
2
4
" RC
P-
IV
24" RCP-IV
15" RCP-IV
18" RCP-III
FES
TB 2GI-B
REMOVE
RETAIN
2GI-D
2GI-B
TB
51’
+63.00
EX. R/W
+34.00
57’
+60.00
67’
+64.00
72’
+47.0060’
+45.00
LINDA L. DAVIS
LINDA L. DAVIS
KIMBERLY L. BARE
DIRK E. LITTLE AND
KIMBERLY L. BARE
DIRK E. LITTLE AND
1
3
2
4
DB 220 PG 634
DB 251 PG 799
DB 251 PG 799
DB 220 PG 634
SEE SHEET 4
TEMP. WORK PAD
SEE SHEET 3
TEMP. WORK PAD
TEMP. 36" PIPES
RETAIN
F
C
C
C
RETAIN
C
F