20040374 Ver 1_Application_20040527

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STATE OF NORTH CAROLINA
DEPARTI~'~NT OF TRANSF',~~Q~ GROUP
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR MAY p 5 2004 SECRETARY
Apri127, 2004 CATER QUALITySECT10
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
ATTENTION: Mr. Bill Biddlecome
NCDOT Coordinator
Dear Sir:
Subject: Addendum to Nationwide 23 Permit Application for the Replacement of Bridge
No. 52 over Wallace Canal and Bridge No. 54 over Kitty Creek on US 264, Hyde
County. Federal Aid Project No. BRSTP-264(9), State Project No. 8.1080601, TIP
Project No. B-3348.
Please reference the previous submittal for project B-3348 dated February 23, 2004. Since the
time of the original permit application, some changes have occurred. These changes are listed
below.
In the original submittal, roadway undercut outside the slopestakes was utilized. The undercut
area is necessary to provide lateral stability to the roadway fill.
A portion of a canal on the east side of the project will be filled in order to provide area for the
shifted roadway. To mitigate for this, NCDOT agreed to place three 24-inch pipes under an
adjacent road that leads to a North Carolina Wildlife Resources Commission boat ramp. These
pipes will be buried one foot and re-establish a hydrological connection to either side of the road.
The permit drawings and plans currently show two 15-inch pipes. This will be corrected during
the construction phase of the project.
Also in the original permit application, the total amount of wetland impacted is 0.2 acres. The
actual amount of impacts is 0.26 acres.
The original net gain in restored coastal wetlands in the mitigation section for this project is 0.44
acres. The actual amount of net gain is 0.38 acres.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548

If you have any questions or need additional information, please contact Chris Underwood at
[phone].
Sincerely,
1~ ~,,_'
Gregory .Thorpe, Ph.D. Environmental Management Director
Project Development and Environmental Analysis
w/ attachment:
Mr. John Hennessy, DWQ Raleigh
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. John Sullivan, FHWA
Mr. D.R. Conner, P.E., Division Engineer
Mr. Clay Willis, DEO
Mr. David Franklin, USACE, Wilmington
Ms. Stacy Baldwin, P.E., Project Planning Engineer
Ms. Cathy Brittingham, DCM
Ms. Lynn Mathis, DCM, Elizabeth City

National Wildlife Refuge
MATTAMUSKEET ~
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BEGIN PROJECT /
P A M L I C O

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DIVISION OF HIGHWAYS
HYDE COUNTY
PROJECT: 8.1080601 (B-3348)
REPLACE BRG~52, BRG~54 OVER
WALLACE CANAL AND BITTY CREEg
ON US 264
SHEET ~ OF ~ REV. 03/ 15i 04
NOP,TH CAROLINA

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®(~ ~ ~ ~ ®~ ~/[~ ~ ~ PROJECT: 8.1080601 (B-33~8>
`~ ~~ ~L REPLACE BRG#52, BRG~5~ OVER
WALLACE CANAL AND BITTY CREEg
ON US 26~(
SHEET ~ OF ~ REV.03/ 15/ 0~

BUFFER IMPACTS SUMMARY
IMPACT

TYPE
ALLOWABLE
MITIGABLE BUFFER
REPLACEMENT

SITE NO. STRUCTURE SIZE !
TYPE STATION
FROM/TO ROAD
CROSSING PARALLEL
IMPACT ZONE 1
(ftZ) ZONE 2
(ft2) TOTAL
(ft2) ZONE 1
(ftZ) ZONE 2
(ft2) TOTAL
(ft ) ZONE 1
(ftZ) ZONE 2
(ftZ)
1 50' Bridge 21+50-24+20-L- X 625.0 1000.0 1625.0 0.0
29+00-31 +00-L- X 1050.0 1050.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
TOTAL: 1s~s.o 1000.0 zs~s.o o.o o.o o.o

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HYDE COUNTY
PROJECT: 8.1080601 (B-3348 )
SHEET 7 OF 7 02/09/04

Site
No.
Station
(FromlTo)
(-L-)
Structure
Size /Type
Roadway
Undercut
(ac)
Berm
Restoration
ac)
Excavation
In Wetlands
ac) Mechanized
Clearing
(Method III)
(ac)
Fill In SW
(Total)
(ac)
Fill In SW
(Pond)
(ac)
Fill In Wetland

(ac)
Created
Wetland
(ac
1 11 +50 - 31 +00 0.06 0 0 0.46
11 +80- 17+70 0.25

11 +00 -Y- LT. 0.02

18+80- 21 +85 0 2

11 +50- 31 +00 0.64

TOTALS: 0.06 0.25 0 0 0.46 0.02 0.2 0.64 0

-WLB WETLAND BOUNDARY PROPOSED BRIDGE
WETLAND PROPOSED BOX CULVERT
L
® DENOTES FILL IN
WETLAND PROPOSED PIPE CULVERT
® DENOTES FILL IN
-~ FLOW DIRECTION
TB
~- TOP OF BANK
---- WE EDGE OF WATER
- - ~- -PROP. LIMIT OF CUT
- - -F -PROP. LIMIT OF FILL
-~ PROP. RIGHT OF WAY
- - NG- -NATURAL GROUND
- -P~ - PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
- EAB- ~ EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- • EXIST. ENDANGERED
PLANT BOUNDARY
- -~ - - - WATER SURFACE
xx XXx X X LIVE STAKES
BOULDER
--- CORE FIBER ROLLS
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
®DENOTES TEMPORARY
FILL IN WETLAND
®DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
* " DENOTES MECHANIZED
""" "" " CLEARING
12'-48'
(DASHED LINES DENOTE ~ PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
.. .. .. .. WOODS LINE
~~
DRAINAGE INLET
ROOTWAD

RIP RAP
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
~R SS SWALE
1V ~~~~ -
DIVISION OF HIGHWAYS
HYDE COUNTY
PROJECT:8.1080601 (B-33(81
REPLACE BRG~52, BRG~5~ OVER
ALLACE CANAL AND BITTY CRE
ON US 2W
SHEET -3 OF 7 REV.03~ 15! 0~