54966_NC DOT_20100316

71-
f-�
E,,CAMA 11 DREDGE & FILL ow
GENERAL PERMIT N/ Previous permit #
EINew DModification El Complete Reissue []Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
E]❑Rules attached,
Applicant Name /0 4'1 1 __>
Address r"
City State,-4 C. ZIP Z-7 9 3 7-
Phone # Fax # (Zt5-4 -_ Z 7 ?
Authorized Agent
Affected El CW EJ EW FI PTA [I ES D PTS
AEC(s): El OEA El HHlF El 1H EJ UBA D N/A
El PWS: El FC:
ORW: yes /.no PNA yes / no Crit.Hab. yes / no
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision—,
City. ZIP
Phone# O River Basin
Adj. Wtr. Body Ir k,, r
.21 i (nat /man /unkn)
Closest Maj. Wtr. Body C_
Type of Project/ Activity
(Scale:
Pier (dock) length
Platform(s)
Finger pier(s)-
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
F J
I
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
L
Shoreline Length
SAV: not sure yes 60"___
Sandbags: not sure yes
Moratorium: n/a yes
Photos: yes no
Waiver Attached: yes no
A building permit may be required by: El See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name
Permit Officer's Signature
Issuing Date Expiration Date
Local PlanningJurisdiction Rover File Name
Signature Please read compliance statement on back of permit"
Application Fee(s) Check #

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

® Forth Carolina Wildlife Resources Commission 0
Gordon Myers, Executive Director
MEMORANDUM
TO: Jim Hoadley
Division of Coastal Management
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: March 11, 2010
SUBJECT: NCDOT request for a CAMA/ Dredge and Fill permit for the replacement of
bridge number 24, in Tyrrell County.
This response is in regard to updated information for the request to replace bridge number
24 in Tyrrell County and is intended to supplant earlier comments provided by the NCWRC.
Due to the current deteriorated state of the bridge deck, NCDOT has safety concerns with
maintaining traffic on the existing structure. Therefore, we do not object to the issuance of the
CAMA permit for this project with the following conditions:
1. All riprap placed in -water should be free of pollutants and soil.
2. Live concrete should not be allowed to contact the water in or entering into the
stream.
3. Turbidity curtains should be used to contain all bottom disturbing activities, including
pile or casement driving/vibrating/jetting, placement of riprap, excavation or filling.
Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat, suffocation of eggs, and clogging
of gills of aquatic species.
4. Turbidity Curtains should not be installed perpendicular to the shore line and should be
removed once in water work is completed.
NCDOT is expected to use Best Management Practices for the protection of Surface Waters
and Sedimentation and Erosion Control measures sufficient to protect the aquatic resources. Thank
you for the opportunity to comment on this permit application. If you have any concerns about our
comments, please contact me at [phone].
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

\ \ \\ \
E 28998e 6' \
\\\ \\ BRIDGE `24
1
".iJ r iT.L. .0 XIVG
SR-1121 TYRRELL COUNTY
NOTES;
� EXISTING BRIDGE: LENGTH = 50' WITH 28.3' Of CLEAR ROADWAY
/ AND 28.7' BETWEEN RAILS.
\ 1.
Y TIMBER CAP AND TIMBER PILES 0 G -8' CTS.
EXISTING BRIDGE. CAP AND PILES TO BE REMOVED.
PROPOSED BRIDGE: LENGTH = 50' WITH 29.8' OF CLEAR ROADWAY
-Poe/� \ AND 30.1' BETWEEN RAILS.
HP 12 X 53 CAP 31'-6' LONG AND HP 12 X 53 PILES ®7'-3' CTS
LEGEND
0 EXISTING PILES
O PROPOSED PILES
E 0.000 \
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0SsMt. o o\, \
4'44 'y' \\ \ '� crE•J iu.c N.Ei
A1. E 2900050.627
20
E'EV. = 50.21'
a ..... ...... .
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VICINITY MAP
SYMBOLS
PROPOSED CROSS SECTION
— — — — EXISTING CROSS SECTION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 1
113 AIRPORT DR.
EDENTON. NO 27932 <252) 462-TOTT
COUNTY: TYRRELL W980: 18.208911
QUAD: CRESWELL BE DATE: FEBRUARY 22. 2010
BASIN: PASOUOTANK SHEET 0: 1 OF 2
SUBJECT: BRIDGE REPLACEMENT ON BR-1121
LAT. - 38.8385260 N LONG. - 78.3808T47 W
DRAWN MY: A.L. MULDER SCALE: 1" - 80'

D";L`7TAIL 2SZ1-1wL`ET
50, - 0"
N ELEV. 51.34'
ir
��i
ji,IT -u--
-u-----u-----u-----u-----u--
i
Existing / Proposed
2 5'
NOTE:
ALL ELEVATIONS ARE BASED ON ASSUMED DATUM.
EXISTING BRIDGE WILL BE REMOVED AND REPLACED WITH A NEW BRIDGE.
EXISTING PILES WILL BE REMOVED AND REPLACED WITH NEW STEEL PILES.
END CIE W
`L
CROWN ELEV. 51.34' 1
,
CLEAR
29.8' i
STEEL PLANK DECK
CLEAR i 2" AS HALT WS rr+
1-
HP 12 X 53 (TYP��
\\".-�
�T-51 /2'= I
V-3" -! II i ii EXIST. PROP.
Ii t III i , i I
Prop. steel piles
7'-3" =it-r 7'-3"— --T-i r— - 7' 3" ---ram-- -- 7,_3„__i_rr-t
Exist. wood piles _ 81_81, ----r—__— _ _ 6-8" -i
31.51 -
uo"Ross SECTION
Existing / Proposed
2 5'
_ WATER ELEV. 48.88'
3"
F/
j
BRIDGE REPLACEMENT
Use HP 12x53 For Pile and Caps as Shown.
Proposed Bridge will have a Galy. Steel Deck with Asphalt W.S.
Piles are to be Driven to 30 Ton Capacity,
Change Posting to - NO POSTING
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 1
113 AIRPORT DR.
EDENTON, NC 27932 [phone]
COUNTY: TYRRELL
QUAD: CRESWELL SE
BASIN: PASQUOTANK
SUBJECT: BRIDGE REPLACEMENT
LAT. = 35.8385265 N
DRAWN BY; A.L. MULD=R
was#: 113.208911
DATE: FEBRUARY 22, 20
SHEET#: 2 OF 2
( BRIDGE t#24 )
LONG. = 76.3608747 W
r�SCALE: 1" = 5'