56364_NC DOT_20110112

❑ CAMA / ❑ DREDGE & FILL �% _ `'
GENERAL PERMIT Previous permit #
❑New ❑Modification ❑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
❑ Rules attached.
Applicant Name Pro•1ect Location: Count -
Address
City State ZIP
Phone # (,) Fax # O 1
Authorized Agent
Affected © CW ElEW ElPTA
AEC(s): E-1OEA [IHHF LJ 1H
ElPWS: ElFC:
ORW: yes / no PNA yes / no
ElES ElPTS
[-1UBA ❑ N/A
Crit.Hab. yes / no
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # O River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
Type of Project/ Activity _4-- _ - --
(Scale: )
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore {
max distance offshore i
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
f
Shoreline Length
�
SAV: not sure yes
no
Sandbags: not sure yes
no)
Moratorium: n/a yes
no)
Photos: yes
no
Waiver Attached: yes
no)
A building permit may be required
by:
Notes/ Special Conditions
�/ See note on back regarding River Basin rules.
Agent or Applicant Printed Name Permit Officer's Signature
Signature ** Please read compliance statement on back of permit Issuing Date Expiration Date
Application Fee(s) Check # Local Planningjurisdiction Rover File Name

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 complywith these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Morehead City Headquarters
Mailing Address:
400 Commerce Ave
1638 Mail Service Center
Morehead City, NC 28557
Raleigh, NC 27699-1638
252-808-2808/ 1-888ARCOAST
Location:
Fax: [phone]
2728 Capital Blvd.
(Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604
New River Inlet- and Pamlico Counties)
919-733-2293
Fax:[phone]
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

BUFFER AUTHORIZATION CERTIFICATION FOR BRIDGE REPLACEMENT PROJECTS
A riparian buffer authorization is required for bridge replacement activities within the .Neuse and Tar -
Pamlico River basins per Division of Water Quality (DWQ) regulations 15A NCAC 028.0233 &.0259. The
Division of Coastal Management (DCM) through a Memorandum of Understanding with the Division of
Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed
complies with the aforementioned regulations, and made a "no practical alternatives" determination
per those regulations. _.
Those activities covered by your Coastal Area Management Act (CAMA) permit have received Buffer authorization
as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure
to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the
construction &/or land clearing to a civil penalty of up to $25,000 per day per violation.
1) All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities,
unless otherwise approved by this certification.
2) All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and re -vegetated. Maintained buffers shall be permanently re -
vegetated with non -woody species by the end of the growing season following completion of
construction. For the purpose of this condition, maintained buffer areas are defined as areas within
the transportation corridor that will be subject to regular.NCDOT maintenance activities including
mowing. The area with non -maintained buffers shall be permanently re -vegetated with native woody
species before the next growing season following completion of construction.
3) Pursuant to NCACISA 26.0233 &.0259, sediment and erosion control devices shall not be placed in
Zone 1 of any Neuse or Tar -Pamlico Buffer without prior approval by NCDWQ. At this time, NCDWQ
has approved no sediment and erosion control devices in Zone 1, outside of the approved project
impacts, anywhere on this project. Moreover, sediment and erosion control devices shall be allowed
in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as
diffuse flow.
4) Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across
the bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
Stormwater Best Management Practices.
By your signature below you agree to be held responsible for meeting all of the above listed conditions and verify
that all information is complete and accurate.
J6L AJ J_* "l !-
Agent or A Olicant Printed Name
- - - — qj'
Age or tli#t Signature
&LAMA GENERAL PERMIT#: P��36
Permit Officer's Signature
Issue Date

ACAMA / ADREDGE & FILL M 56364
GENERAL PERMIT Previous permit# R
dNew ❑Modification ❑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
mules attached.
Applicant Name � Project Location: County g,"-"'�" t
Address f (> 3-,f -7 Street Address/ State Road/ Lot #(s) J
City �� r^ State C ZIP X-7 F:7"-
Phone#(7� F?o—.3Vl$ax#(tf7') Y..ro 33r'HI
Authorized Agent;Y -jO �'1'{1i1
Affected ER -`W ❑ EW YTA ❑ ES &TS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑FC:
ORW: yes / (io% PNA yes / (ff6) Crit.Hab. yes / no
r�' . l -,S ,.ter iz✓ ,y�zs'l� � � � .r I/ D ,�
44wmsielm `);1-104V � 17—
City �'cuh+r (�> zzk �nj ` ZIP �L-7F �l
Phone #( ) River Basin � � f V '%
n j,(
Adj. Wtr. Bodyj� �^+' �cL at) man unkn)
Closest Maj. Wtr. Body" ` TC J '� 4r4--"- -
Agent or Applicant Printed Name
Signature Please read compliance stater (ent on back of permit
Application Fee(s) Check #
Permit Officer's Signature
Issuing Date Expiration Date
Local Planning Jurisdiction Rover File Name
NOON M M MEN 0
MINIM
ON EMOMMEMN MEEMMI M M loom M M
MIMENNM No
MINNIE I INE I
MEN OEM-
INEENE
MENNNNOPIMMEN EMMEM M ON MINE 0
'11011MMENUMV
1
11, M MWE NONE 0
MENEMNE0 EW rA 011"In lawal WEENEEMMEN
TW 1141 0 M NEEMMM
MIMM
MENEM MEN No 0
NJ
M.
IMMINEMEMEM MEMOMMEME ME MINIM M
M MENEM MINEENINNOME MEN IN 0 IN
MEME MEMENEMENEEMENE
M M ENE 0 mo�om ME
No N No 0
MENEM
No M MEN No
.110M
MENEM
EMEMENEMONE EMEMI
11111MENNEEM EMEN
1WEEMEM MEMO
MEME
MMINMENOMMOMME
OEM
MEMO MOMMEMM M
I M NONE M I ME IN
W.
010 MEMO EMEMENE
=IN MENEM M
MEEMEMEMEMIN ENE NEEMEME
Agent or Applicant Printed Name
Signature Please read compliance stater (ent on back of permit
Application Fee(s) Check #
Permit Officer's Signature
Issuing Date Expiration Date
Local Planning Jurisdiction Rover File Name

4 a
�A !'
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
January 18, 2011
Jay Johnson, NC DOT
Division of Environmental Officer
Division 3
PO Box 1587
Greenville, NC 27835
Attached is General Permit #56364C
In order to validate this permit, please sign the permit as indicated. Retain the white copy for
your files and return the signed yellow and pink copies to us in the enclosed, self-addressed
envelope. If the signed permit copies are not returned to this office before the initiation of
development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
n
Stephen Lane
Coastal Management Representative
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

Applicant:
Date:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Dredge (y Fill ❑ Both ❑ Other ❑
—7 o C'
—70 o
U r�
Dredge ❑ Fill [Both El Other ❑
�f �^ / �"��
Dredge ❑ Fill [Both ED]Other ❑
6r"
Dredge ❑ Fill [Both ❑ Other ❑
r
NO 6�'
Dredge [Fill ❑ Both ❑ Other ❑
3v �
3L)
Dredge ❑ Fill Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑

BUFFER AUTHORIZATION CERTIFICATION FOR BRIDGE REPLACEMENT PROJECTS
A riparian buffer authorization is required for bridge replacement activities within the Neuse and Tar -
Pamlico River basins per Division of Water Quality (DWQ) regulations 15A NCAC 026.0233 &.0259. The
Division of Coastal Management (DCM) through a Memorandum of Understanding with the Division of
Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed
complies with the aforementioned regulations, and made a "no practical alternatives" determination
per those regulations.
Those activities covered by your Coastal Area Management Act (CAMA) permit have received Buffer authorization
as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure
to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the
construction &/or land clearing to a civil penalty of up to $25,000 per day per violation.
1) All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities,
unless otherwise approved by this certification.
2) All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and re -vegetated. Maintained buffers shall be permanently re -
vegetated with non -woody species by the end of the growing season following completion of
construction. For the purpose of this condition, maintained buffer areas are defined as areas within
the transportation corridor that will be subject to regular NCDOT maintenance activities including
mowing. The area with non -maintained buffers shall be permanently re -vegetated with native woody
species before the next growing season following completion of construction.
3) Pursuant to NCACI5A 213 .0233 & .0259, sediment and erosion control devices shall not be placed in
Zone 1 of any Neuse or Tar -Pamlico Buffer without prior approval by NCDWQ. At this time, NCDWQ
has approved no sediment and erosion control devices in Zone 1, outside of the approved project
impacts, anywhere on this project. Moreover, sediment and erosion control devices shall be allowed
in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as
diffuse flow.
4) Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across
the bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
Stormwater Best Management Practices.
By your signature below you agree to be held responsible for meeting all of the above listed conditions and verify
that all information is complete and accurate.
Agent or Applicant Printed Name
Agent or Applicant Signature
CAMA GENERAL PERMIT#: `S
Permit Officer's Signature
Issue Date

SECTION .1600 - GENERAL PERMIT FOR THE INSTALLATION OF AERIAL AND SUBAQUEOUS
UTILITY LINES WITH ATTENDANT STRUCTURES IN COASTAL WETLANDS: ESTUARINE WATERS:
PUBLIC TRUST WATERS AND ESTUARINE SHORELINES
15A NCAC 07H.1601 PURPOSE
A permit under this Section shall allow for the installation of utility lines both aerially and subaqueously in the coastal
wetland, estuarine water, public trust areas and estuarine and public trust shoreline AECs according to the authority provided
in Subchapter 7J .1100 and according rules in this Section. This general permit shall not apply to the ocean hazard AECs.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. August 1, 2000; August 1, 1998.
15A NCAC 07H.1602 APPROVAL PROCEDURES
(a) The applicant must contact the Division of Coastal Management and complete an application form requesting approval for
development. The applicant shall provide information on site location, dimensions of the project area, and his name and
address.
(b) The applicant must provide:
(1) confirmation that a written statement has been obtained signed by the adjacent riparian property owners
indicating that they have no objections to the proposed work; or
(2) confirmation that the adjacent riparian property owners have been notified by certified mail of the proposed
work. Such notice should instruct adjacent property owners to provide any comments on the proposed
development in writing for consideration by permitting officials to the Division of Coastal Management
within ten days of receipt of the notice, and, indicate that no response will be interpreted as no objection.
DCM staff will review all comments and determine, based on their relevance to the potential impacts of the
proposed project, if the proposed project can be approved by a General Permit. If DCM staff finds that the
comments are worthy of more in-depth review, the applicant will be notified that he must submit an
application for a major development permit.
(c) No work shall begin until an on-site meeting is held with the applicant and appropriate Division of Coastal Management
representative so that the utility line alignment can be appropriately marked. Written authorization to proceed with the
proposed development will be issued during this visit. Construction on the utility line must begin within twelve months of
this visit or the general authorization expires.
History Note: Authority G.S. 113A-107(a)(b); 113A -113(b); 113A-118.1; 113A-229(cl);
Eff. March 1, 1985;
Amended Eff. January], 1990.
15A NCAC 07H.1603 PERMIT FEE
The applicant shall pay a permit fee of four hundred dollars ($400.00) by check or money order payable to the Department.
History Note: Authority G.S. 113-229(cl); 113A-107; 113A -113(b); 113A-118.1; 113A-119; 113A-119.1;
Eff. March 1, 1985;
Amended Eff. September 1, 2006; August 1, 2000; March 1, 1991.
15A NCAC 07H.1604 GENERAL CONDITIONS
(a) Utility lines for the purpose of this general permit or any pipes or pipelines for the transportation of potable water,
domestic sanitary sewage, natural gas, and any cable, line, or wire for the transmission, for any purpose, of electrical energy,
telephone and telegraph messages, and radio and television communication.
(b) There must be no resultant change in preconstruction bottom contours. Authorized fill includes only that necessary to
backfill or bed the utility line. Any excess material must be removed to an upland disposal area.
(c) The utility line crossing will not adversely affect a public water supply intake.

(d) The utility line route or construction method will not disrupt the movement of those species of aquatic life indigenous to
the waterbody.
(e) Individuals shall allow authorized representatives of the Department of Environment, Health, and Natural Resources to
make periodic inspections at any time necessary to ensure that the activity being performed under authority of this general
permit is in accordance with the terms and conditions prescribed herein.
(f) This general permit will not be applicable to proposed construction where the Department has determined, based on an
initial review of the application, that notice and review pursuant to G.S. 113A-119 is necessary because there are unresolved
questions concerning the proposed activity --s impact on adjoining properties or on water quality; air quality; coastal wetlands;
cultural or historic sites; wildlife; fisheries resources; or public trust rights.
(g) This permit does not eliminate the need to obtain any other required state, local, or federal authorization, nor, to abide by
regulations adopted by any federal or other state agency.
(h) Development carried out under this permit must be consistent with all local requirements, AEC guidelines, and local Land
Use Plans current at the time of authorization.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. May 1, 1990,-
RRC
990;RRC Objection due to ambiguity Eff. May 19, 1994;
Amended Eff. August 1, 1998; July 1, 1994.
15A NCAC 07H.1605 SPECIFIC CONDITIONS
Proposed utility line installations must meet each of the following specific conditions to be eligible for authorization by this
general permit:
(1) All domestic sanitary sewer line requests must be accompanied by a statement of prior approval from the
NC Division Water Quality.
(2) All spoils which are permanently removed must be placed on a high ground disposal site and stabilized so
as not to return to waters, marsh or other wetlands.
(3) Any additional backfill material required must be clean sand or rock free of organic matter.
(4) Cuts through wetlands must be minimized.
(5) Finished grades or subaqueous or wetland crossing must be returned to preproject contours.
(6) There can be no work within any productive shellfish beds.
(7) No excavation or filling activities will be permitted between April I and September 30 of any year within
any designated primary nursery area.
(8) Subaqueous lines must be placed at a depth of six feet below the project depth of federal projects. In other
areas they will be installed at a minimum depth of two feet below the bottom contour.
(9) The minimum clearance for aerial communication lines or any lines not transmitting electricity will be 10'
above the clearance required for bridges in the vicinity.
(10) The minimum clearance for aerial electrical transmission lines shall be consistent with those established by
the US Army Corps of Engineers and US Coast Guard.
(11) The installation of a utility line on pipe bents or otherwise above the elevation of mean high or mean
ordinary water must be of sufficient height to allow for traditional navigation in the water body.
Additionally the utility line must not interfere with the waterflow of normal or flood waters.
(12) Natural gas lines must not exceed 11 inches in diameter.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. August 1, 1998.

SECTION .2300 - GENERAL PERMIT FOR REPLACEMENT OF EXISTING BRIDGES AND CULVERTS IN
ESTUARINE WATERS, ESTUARINE AND PUBLIC TRUST SHORELINES, PUBLIC TRUST AREAS, AND
COASTAL WETLANDS
15A NCAC 07H.2301 PURPOSE
A general permit for replacement of existing bridges and culverts in estuarine waters, estuarine and public trust
shorelines, public trust areas, and coastal wetlands shall be obtained pursuant to the rules in 15A NCAC 7J A 100 and
this Section to replace existing bridges and culverts in estuarine water, estuarine and public trust shorelines, public trust
areas and coastal wetland AECs.
History Note: Authority G.S. 113A-107,- 113A-118.1; 113A-124;
Eff. June 1, 1996;
Amended Eff. August 1, 2000.
15A NCAC 07H.2302 APPROVAL PROCEDURES
(a) The applicant shall contact the Division of Coastal Management (Division) and provide:
(1) information on site location, project description, and his or her name, address and telephone number;
(2) a dated plat(s) showing existing and proposed development; and
(3) confirmation that:
(A) a written statement has been obtained and signed by the adjacent riparian property owners
indicating that they have no objections to the proposed work; or
(13) the adjacent riparian property owners have been notified by certified mail of the proposed
work. Such notice shall instruct adjacent property owners to provide any comments on the
proposed development in writing for consideration by permitting officials to the Division of
Coastal Management within 10 days of receipt of the notice and indicate that no response
shall be interpreted as no objection. Division staff shall review all comments. If the Division
determines that:
(i) the comments are relevant to the potential impacts of the proposed project; and
(ii) the permitting issues raised by the comments require a more detailed review, then the
Division shall notify the applicant that he or she shall be required to submit an
application for a major development permit.
(b) Approval of individual projects shall be acknowledged in writing by the Division of Coastal Management and the
applicant shall be provided a copy of this Section. Construction authorized by this permit shall be completed within two
years of permit issuance or the general authorization shall expire and a new permit shall be required to begin or continue
construction. For North Carolina Department of Transportation projects identified in the Transportation Improvement
Program this permit shall not expire pursuant to G.S. 136-44.713.
(c) No work shall begin until an onsite meeting is held with the applicant and a Division of Coastal Management
representative. Written authorization to proceed with the proposed development shall be issued during this visit if the
Division representative finds that the application meets all the requirements of this Subchapter.
History Note: Authority G.S. 113A-107; 113A-118.1; 113A-124;
Eff. June 1, 1996;
Amended Eff. May 1, 2010.
15A NCAC 07H.2303 PERMIT FEE
The applicant shall pay a permit fee of four hundred dollars ($400.00). This fee shall be paid by inter -departmental fund
transfer, check or money order made payable to the Department of Environment and Natural Resources.
History Note: Authority G.S. 113A-107; 113A-118.1; 113A-119; 113A-119.1; 113A-124;
Eff. June 1, 1996;
Amended Eff. May 1, 2010; September 1, 2006; August 1, 2000.
15A NCAC 07H.2304 GENERAL CONDITIONS
(a) Projects authorized by this permit shall be demolition, removal, and replacement of existing bridges and culverts
along the existing alignment and conforming to the standards in this Rule. This permit shall be applicable only to single
bridge and culvert projects and shall not authorize temporary fill causeways or temporary bridges that may be associated
with bridge replacement projects.
(b) The permittee shall allow authorized representatives of the Department of Environment and Natural Resources
(Department) to make periodic inspections at any time deemed necessary in order to ensure that the activity being
performed under authority of this general permit is in accordance with the terms and conditions prescribed in this Rule.
76

(c) This general permit shall not be applicable to proposed construction where the Department determines that
authorization may be warranted, but that the proposed activity might significantly affect the quality of human
environment or unnecessarily endanger adjoining properties.
(d) This general permit shall not be applicable to proposed construction where the Department determines that the
proposed activity would have significant adverse impacts on water quality or historic, cultural, scenic, fisheries, or
recreational resources.
(e) This permit shall not eliminate the need to obtain any other required state, local, or federal authorization.
(f) Development carried out under this permit shall be consistent with all local requirements, AEC rules, and local land
use plans.
(g) This permit shall not apply to projects that require work channels.
(h) Review of individual project requests shall be coordinated with the Division of Marine Fisheries (DMF) and the
Wildlife Resources Commission (WRC). This may result in a construction moratorium during periods of significant
biological productivity or critical life stages as determined by the WRC and DMF.
(i) Development under this permit shall be carried out within Department of Transportation (DOT) right-of-ways or on
lands under the ownership of the applicant in the case of a non -DOT project.
0) Bridge and culvert replacements shall be designed to minimize any adverse impacts to potential navigation or use of
the waters by the public.
(k) This permit shall apply only to projects involving replacement of bridges and culverts currently serving their
intended function.
History Note: Authority G.S. 113A-107; 113A-118.1; 113A-124,-
Eff.
13A-124;Eff. June 1, 1996;
Amended Eff. May 1, 2010.
15A NCAC 07H.2305 SPECIFIC CONDITIONS
(a) This general permit is applicable to bridge replacement projects spanning no more than 400 feet of estuarine water,
public trust area, and coastal wetland AECs.
(b) Existing roadway deck width shall not be expanded to create additional lanes, with the exception that an existing one
lane bridge may be expanded to two lanes where the Department of Environment and Natural Resources determines that
authorization is warranted and the proposed project does not significantly affect the quality of the human and natural
environment or unnecessarily endangers adjoining properties.
(c) Replacement of existing bridges with new bridges shall not reduce vertical or horizontal navigational clearances.
(d) All demolition debris shall be disposed of landward of all wetlands and the normal water level (NWL) or normal
high water (NHW) level (as defined in 15A NCAC 07H .0106), and shall employ soil stabilization measures to prevent
entry of sediments in the adjacent water bodies or wetlands.
(e) Bridges and culverts shall be designed to allow passage of anticipated high water flows.
(f) Measures sufficient to restrain sedimentation and erosion shall be implemented at each site.
(g) Bridge or culvert replacement activities involving excavation or fill in wetlands, public trust areas, and estuarine
waters shall meet the following conditions:
(1) Replacing bridges with culverts shall not be allowed in primary nursery areas as defined by the Marine
Fisheries or Wildlife Resources Commissions.
(2) The total area of public trust area, estuarine waters, and wetlands to be excavated or filled shall not exceed
2,500 square feet except that the coastal wetland component shall not exceed 750 square feet.
(3) Culverts shall not be used to replace bridges with open water spans greater than 50 feet.
(4) There shall be no temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands.
(5) No excavated or fill material shall be placed in any wetlands or surrounding waters outside of the alignment of
the fill area indicated on the work plat(s).
(6) All excavated materials shall be confined above NWL or NHW and landward of any wetlands behind dikes or
other retaining structures to prevent spill-over of solids into any wetlands or surrounding waters.
(7) No bridges with a clearance of four feet or greater above the NWL or NHW shall be allowed to be replaced
with culvert(s) unless the culvert design maintains the existing water depth, vertical clearance and horizontal
clearance.
(8) If a bridge is being replaced by a culvert(s) then the width of the waterbody shall not be decreased by more than
40 percent.
(9) All pipe and culvert inverts placed within the Public Trust or the Estuarine Waters AECs shall be buried at least
one foot below normal bed elevation to allow for passage of water and aquatic life. Culverts placed in wetlands are
not subject to this requirement.
History Note: Authority G.S. 113A-107; 113A-118.1; 113A-124,-
Eff.
13A-124;Eff. June 1, 1996;
Amended Eff. May 1, 2010.
77

Alton G Rowe
1641 Tripp Rd.
Blounts Creek, NC 27814
Mr. Steven Lane, Field Representative
NC Dept.of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, NC 28557
Dear Mr. Lane
October 31, 2010
:��C�II►��-
NOV 2 2010
Morehead pity I)cr,#
My name is Alton Rowe and I live adjacent to the proposed bridge to bridge replacement
over Blounts Creek,
( B-4422 Beaufort 81 Bridge to Bridge Replacement SR 1106, Tripp Rd. WBS Element #
33695.1.1). I have lived here for 18 years and I have stayed here at this location off and
on with my Grandparents most of my life before there death. I have seen a lot of
changes over the years with the landscape of the creek area surrounding this bridge.
There has been an increase in the amount of water as well as the wetlands created,
because of multiple reasons that I don't know if anyone has looked into in the planning of
this project. Over the past 10 years I have seen this bridge flood from hurricanes and
excessive rain that has made this bridge impassible to traffic. Recently, with the past
storm that Eastern North Carolina had I saw the water level up to the top of the guard
rails of the existing bridge. In the 43 years that I can recall I have not seen this occur
before to this extent. This has been and increasing problem and it leads to the road being
closed. With this last storm both the Tripp road was impassible as well as Hwy. 33. This
created a lot of problems with people not being able to get to there homes as well as any
emergency vehicles to be able to reach homes. I feel that this is a safety situation that
needs to be looked into for possible bridge design to raise the existing height of the
bridge to accommodate the changes that have occurred over the years.
I strongly feel if our state funds are going to improve our highways that we look at all
aspects to make the improvements the best for the ones that travel this highway as well as
the ones that live there. I object to the proposal that has been submitted and I think that
the new bridge needs to be at a higher elevation to accommodate the changes that have
occurred. I ask that you look into this matter because I'm sure that the ones that are
involved in designing this new bridge is not aware of this situation.
Thank you for your time in this manner.
eg_rowe@embargmail.
ph# 252-671-4954
Alton G. Rowe
XTel,- A. ( otl�

.P AqL
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
October 22, 2010
Rowe Family Trust
c/o Alton G. Rowe
1641 Tripp Road
Blounts Creek, NC 27814
To Whom It May Concern:
rIECSVED
10►f 2. 2010
M0(eh&Ud Cjty DC1W
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of
Transportation plans to replace Beaufort 81, a Bridge to Bridge Replacement, on-site of his/her property, Parcel
9014, lecated on SR 1106, Tripp Road in Beaufort County. The sketch attached accurately depicts the proposed
construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date,
and return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Dept. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this
notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO
OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
— 0 � kLD�� A-- . r� rqO�-)- (Signature)
j 0 - 3 0 - / D (Date)

•
0
6,ec 6k 6z-
-}-p � 1.1 L+^ J� „�./ � n Lrr r J & ✓,.ems rY�'"` l�
r -P- )IDS
41
}j 31 Q 6 f
✓`�U f�M v✓iJ�I ✓ z..'ti
`
L. �,,,�AJ-fes
'(I V Ftp U
I I Q J•` 1 c.1 r P� I ' G rP �%�� L���� 'rT ""
lk
�y
l�
jA
o �
wvvQ

Lane, Stephen
From:
Jones, Larry L
Sent:
Wednesday, December 22, 2010 12:18 PM
To:
Lane, Stephen
Cc:
Rogerson, Maria A; Sutton, Michael W
Subject:
B-4422
I talked with Mr. Alton Rowe Jr. (Gerard) yesterday regarding the B-4422 bridge replacement
project which he had objected to previously by email. As it turned out, the property owner,
Mr. Alton Rowe Sr. did not send the email. It was written by his son, Gerard.
His concern was that the bridge is going back at existing grade and he was hoping that it
could possibly be raised. It seems that when the bridge overtopped last year, B-5200 on NC 33
downstream was closed for repairs by bridge maintenance which did cause problems for the
locals getting home.
I have never known B-5200 to overtop and it is a short detour to get around to either side of
B-4422.
I explained what it would take to raise B-4422, primarily expense, and that it would do us
more harm than good if we do not allow the bridge to overtop. He seemed satisfied.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
1

Lane, Stephen
From: Sutton, Michael W
Sent: Friday, January 07, 2011 4:56 PM
To: Lane, Stephen
Cc: Alligood, Dwayne H; Rogerson, Maria A; Johnson, Jay B; Jones, Larry L; Tran, Van K
Subject: Beaufort 60, B-5200 and Beaufort 81,B-4422
Attachments: Revised Permit Plans.pdf
Good Afternoon, Lady and Gentlemen.... Mr. Stephen; we would like to include the utility
permits in the permitting process for B-5200 and B-4422 Bridge replacement Projects. We
understand that the Section 1600 Permit is $400 per project and that this cost will be
charged to the WBS Element Number for each project. Attached are the revised utility plan and
profile for B-4422, Beaufort 81.The WBS Element Number for B-52001,Beaufort 60 is 45298.1.1
and the WBS Element Number for B-4422,Beaufort 81 is 33695.1.1. Thank You .... mike
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
1

mer EF4
APPLICATION for
Maier Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Department Of Transportation
B-4422 Beaufort 81 SR 1106, Tripp Road Over Blount's
Creek Beaufort County WBS Element 33695. 1.1
Applicant 1: First Name
MI
Last Name
Jay
B.
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
Phone No. 2
- - ext.
1587
Greenville
NC
ZIP
Country
Phone No.
FAX No.
27835 1587
us
252 - 830 - 3490 ext. 248
252 - 830 - 3341
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing A,"dress
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
..tr,
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Beaufort
c. Size of individual lot(s)
SR 1106, Tripp Road
Subdivision Name
City
State
Zip _
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
Bridge
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Blount's Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Blount's Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ZNo EINA
None
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
120' (60' East and 60' West)
N/A
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5.8' ❑NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Woodlands
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes []No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No EINA
If yes, by whom? NCDOT HEU Archaerology and
Historic Architecture
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ZNo EINA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes [--]No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)

Form DCM MP -1 (Page 3 of 5)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source
N/A
p. Describe existing storm water management or treatment systems.
N/A
APPLICATION for
Major Development Permit
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑ Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 91' Long by 30.6' Wide RC Floor on Timber Piles will be replaced with a 125' Long 21" Cored Slab Bridge .
c.
Describe the proposed construction methodology, types of construction equipment to be. used during construction, the number of each type
of equipment and where it is to be stored.
The Existing Bridge Will Be Removed and the Proposed Bridge will Be Installed. Typical Roadway Construction Equipment
Will Be Used, Including,But Not Limited To Tracked Excavators, Crane, Dump Trucks, Flat -Bed Trucks,Back-Hoes,And Boom
Trucks.
d.
List all development activities you propose.
Bridge Replacement
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 24,025 ®Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ❑No ®NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
N/A
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j.
Is there any mitigation proposed? ❑Yes ZNo [:]NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Rudolph L. Rowe and Anna Rowe Go Ben A. Hollowell
Phone No. 572 Old Blount's Creek Road Chocowinity, NC 27817 Parcel 6699
1
Address Alton E. Rowe and Joshephine Rowe
Name 1535 Tripp Road Blounts Creek, NC 27814 Parcel 4837
Phone No. Rowe Family Trust do Alton G. Rowe
Address 1641 Tripp Road Blounts Creek, NC 27814 Parcel 9014
Name Thelma Rowe Bennett.
Phone No. 48 Norman Road Blounts Creek, NC 27814 Parcel 6535
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Ad.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date October 22, 2010
Print Name _Betty A. Caldwell, PE
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information

Form DCM MP -2
r �
EXCAVATION and FILL®�o
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C. (i) Does the area to be excavated include coastal wetlands/marsh
Access
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
Other
❑CW ❑SAV MSB
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
Breakwater
shoreline
d. (i) Will a disposal area be available for future maintenance?
NWL)
❑Yes ❑No ❑NA
[]Yes [-]No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
stabilization
Length
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
[]Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
[]CW ❑SAV ❑SB
Width
❑WL ❑None
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C. (i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV MSB
OWL [-]None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
[]Yes [-]No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
[]Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
[]CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:

Forma OCNI �14P-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑Thi `$ection notapplicable
(If development is a wood groin, use MP -4 — Structures)
a T,, of ch—linn fh- v 9n- /Cn, Cao+ An.l an- 1A/ems+�
❑Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Granite
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap 0
Breakwater/Sill Other
i. Source of fill material.
— --- - -- -- --- - -- - 4&
Width: 6'-10' `` el
d. Maximum distance waterward of NHW or NWL: 0'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Granitel
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt Fences and Rip Rap Typical Road and Bridge Construction Equipment
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No DNA site? ❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
October 22, 2010
Date Betty A. Caldwell, PE
8-4422 Beaufort 81 SR 1106, Tripp Road Over Blount's Applicant ame
Creek, Bridge To Bridge Replacement WBS Element Number
33695.1.1
Applicant Signat re
Project Name

Fa®CM MF -5
no
F��o ,
BRIDGES and CULVERTS �������= 4?01®
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of thelint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial EPublic/Government ❑Private/Community
c. Type of bridge (construction material):
Proposed 21" Cored Slab Bridge
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge: 91'
(iii) Width of existing bridge: 30.6' Out to Out
(iv) Navigation clearance underneath existing bridge: 6_2
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the Existing Bridge will be Removed
9• Length of proposed bridge: 125'
b. Water body to be crossed by bridge:
Blount's Creek
d. Water depth at the proposed crossing at NLW or NWL
2.9'
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 28'
i. Will the proposed bridge affect existing water flow? ❑Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: 6_2' I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 4_5'
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
< Form continues on back>

Form CCM MP -5 (Bridges and Culverts, mage 2 of 4)
C. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL-
j.
WL
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes []No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9- Width of proposed culvert:
�y • 1
I. Depth of culvert to be buried below existing bottom ca t�ur. VLA
k. Will the proposed culvert affect existing water flow?
[-]Yes ❑No
If yes, explain:
3. EXCAVATION and FILL El This section not applicable
a.
C.
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 35'
(iii) Avg. width of area to be excavated: 20'
(iv) Avg. depth of area to be excavated: 4'
(v) Amount of material to be excavated in cubic yards: 104
cyds
(i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 15'
(iii) Avg. width of area to be excavated: 20'
(iv) Avg. depth of area to be excavated: 2'
(v) Amount of material to be excavated in cubic yards: 22 cyds
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:

F+Drn-1 DCNI NIP -5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100'x200'
(iii) Do you claim title to the disposal area? ®Yes El No (If no, attach a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
®CW 35 Sq. Ft. ❑SAV OSB ''►,p
®WL 1075 Sq. Ft. ❑None
(ii) Describe the purpose of the excavation in these areas: p�0
Fill for Shoulders
7
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ❑No detour structures? ❑Yes ®No
If yes, explain: 8" HDPE Water Line to be Installed by If yes, explain:
Directional Bore North Side 2" Duct for Telephone
Cable by Directional Bore South Side
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>

Fo-rn 0CPA MIP -3 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM-MP-2. Turbidity Curtains and Silt Fences will be used to retain
sediment on-site
e. What type of construction equipment will be used (for example,
f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)?
❑Yes ®No
Typical Bridge Construction Equipment
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require an
tx`
shoreline stabilization? ®Yes [--]No
If yes, complete form MP -2, Section 3 for Shoreline
��
Stabilization only.
�
Q%®
October 22,2010 WBS Element 33695. 1.1 Debit $400
Date
8-4422 Beaufort 81 SR 1106,Tripp Road Over Blount's Creek,
Bridge to Bridge Replacement, Beaufort County WBS Element
Number 45298. 1.1
Project Name
Betty A. Caldwell, PE
Applica ame
Applicant Sig ture

O�0 W A TF9QG
� y
Office Use Only:,v. ° DFC
Corps action ID n 020
DWQ project no. -
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification C Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification: -
El Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
®Yes
❑ No
2.
Project Information
2a.
Name of project:
B-4422 Beaufort 81 Bridge To Bridge Replacement SR 1106, Tripp Road Over
Blount's Creek
WBS Element Number 33695.1.1
2b. County.-
Beaufort
2c.
Nearest municipality / town:
Blount's Creek
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
33695.1.1
3.
Owner Information
3a.
Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
105 Pactolus Highway NC 33 P.O. Box 1587
3e.
City, state, zip:
Greenville, NC 27835
3f.
Telephone no.:
252-830-3490
3g.
Fax no.:
252-830-3341
3h. Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

nEc 10 zoto
4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Division 2 Environmental Officer
4b. Name:
Jay B. Johnson
4c. Business name
(if applicable):
North Carolina Depratment of Transportation
4d. Street address:
P.O. Box 1587
4e. City, state, zip:
Greenville, NC 27835
4f. Telephone no.:
252-830-3490
4g. Fax no.:
252-830-3341
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
N/A
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11
PCN Form —Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
B-4422 Beaufort 81 SR 1106, Tripp Road Over Blount's
Creek
Latitude: N 35.359045 Longitude: - W
1 b. Site coordinates (in decimal degrees):
76.966833
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Blount's Creek, a Tributary of Pamlico River
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;Sw;NSW
2c. River basin:
Tar-Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
SR 1106, Tripp Road is a paved Secondary State Highway. Woodlands and Agriculture dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property:
35 Square Feet of Coastal Wetland Impacts and 1075 Sq. ft. of 404 Wetland Impacts For The Bridge To Bridge
Replacement.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60' This site is part of a longer adjacent stream system
3d. Explain the purpose of the proposed project:
Bridge To Bridge Replacement; the existing bridge has deteoriated and needs replacing.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Existing 91' Long RC Floor on Timber Pilings Bridge will be replaced with a Proposed 125' Long 21" Cored Slab
Bridge_ Excavators, Dump Trucks, and Crane Trucks will be used for the Bridge To Bridge Replacement.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Stephen Lane, NCDCM Jay
Other: NCDCM and NCDOT
Johnson,NCDOT
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 12, 2010
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
�OFr 41
AW
i,
.,i
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2_ Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ®P ❑ T
Fill
Bottomland
Hardwood Forest
® Yes
❑ No
® Corps
❑ DWQ
280 Sq. Ft.
W2 ®P ❑ T
Fill
Bottomland
® Yes
® Corps
35 Sq. Ft.
Hardwood Forest
❑ No
❑ DWQ
W3 ®P ❑ T
Fill
Bottomland
Hardwood Forest
® Yes
❑ No
® Corps
❑ DWQ
475 sq. Ft.
W4 ®P ❑ T
Fill
Bottomland
® Yes
® Corps
285 Sq. Ft.
Hardwood Forest
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
1075 Sq. Ft.
2h. Comments: 1075 Sq. Ft. (0.02 Acres) of 404 Wetland Impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Pilings in Stream
Blount's Creek
®❑ E
® DWQ EJ Corps
65'
42 Sq. Ft.
S2 ®P ❑ T
Pilings in Stream
Blount's Creek
®❑ E
® DWQ
65'
52 Sq. Ft.
S3 ®P ❑ T
Pilings in Stream
Blount's Creek
® PER
❑ INT
❑ Corps
® DWQ
65'
54 Sq. Ft.
S4 ®P ❑ T
Pilings in Stream
Blount's Creek
®❑ PER
® Corp
65'
50 Sq. Ft.
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
198Sq.
Ft.
3i. Comments: 198 Square Feet of Stream Impacts
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

'fie ®a•,.
4. Open Water Impacts C
If there impacts to lakes, `open
are proposed ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other water
!®
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
None
4g. Comments: No Open Water Impacts
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
None
5g. Comments: None
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres). -
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar -Pamlico ❑ Other: None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ®P ❑ T
Fill
Blount's Creek
® Nos
550 Sq. Ft.
445 Sq. Ft.
B2 ® P ❑ T
Fill
Blount's Creek
® Nos
590 Sq. Ft.
405 Sq. Ft.
B3 ®P ❑ T
Fill
Blount's Creek
® Nos
600 Sq. Ft.
425 Sq. Ft.
6h. Total buffer impacts
6i. Comments: See Page 6-A For Total Buffer Impacts
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version
13

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4E Total open water impacts
None '
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d_
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
None
5g. Comments: None
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
!; project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ®Tar -Pamlico El Other: None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ®P ❑ T
B 4 Fill
Blount's Creek
® No
710 Sq. Ft.
405 Sq. Ft.
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
2450 Sq. Ft.
1680 Sq. Ft.
6i. Comments:
Page §-0 1
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
There are 1075 Sq. Ft. 404 Wetland Impacts for this Project and 35 Sq. ft.of Coastal Wetland Impacts; However, There are
2450 Square Feet of Buffer Zone 1 Impacts and 1680 Sq. Ft. of Buffer Zone 2 Impacts due to the installation of a Longer
Bridge to Replace the Existing Bridge. The Wetland Impacts have been minimized to the greatest extent feasible.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of existing roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
ElPayment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
!%J�
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Storm Water will diffuse flow through vegetated uplands before entering
® Yes ❑ No
wetlands. there are no Weep Holes on the Proposed Bridge, and stormwater is
treated at the outlet pipe at Station 16+80 with Rock Inlet Sediment traps, Type C.
Stormwater will filter and diffuse flow through Special Sediment Control Fence.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A Roadway/Bridge Project %
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Storm Water will diffuse flow through vegetated uplands before entering wetlands. there are no Weep Holes on the
Proposed Bridge, and stormwater is treated at the outlet pipe at Station 16+80 with Rock
Inlet Sediment traps, Type C_
Stormwater will filter and diffuse flow through Special Sediment Control Fence.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
N/A
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
0 Water Supply Watershed
❑ Other: N/A
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
® Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
® Other. NPDES Permit
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
S. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5b.
Have all of the 401 Unit submittal requirements been met?
"
❑ Yes �0.
F.
Supplementary Information
��•.,
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Mr.Travis Wilson, NCWRC
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr. Travis Wilson, NCWRC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT HEU Historic Architecture and Archaeology
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Bridge designed to no -rise standards
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Betty A. Caldwell, PE12
October 22,
2010
Applicant/Agent's Printed Name
Date
A plicant/Agenrs Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11
PCN Form —Version 1.3 December 10, 2008 Version

A00
D�C�,
RE Beaufort 81 Moratorium B4422.txt
From: Wilson, Travis W. �QI.
sent: Friday, October 01, 2010 2:49 PM
To: Sutton, Michael W'
Subject: RE: Beaufort 81 B4422
I apologize for missing your first email, but WRC does not request an in water work
moratorium for this bridge replacement.
-----original Message -----
From: Sutton, Michael W
Sent: Thursday, September 30, 2010 11:34 AM
To: Wilson, Travis W.
Cc: Rogerson, Maria A; Johnson, Jay B; Jones, Larry L; Tran, van K; Alligood, Dwayne
H
subject: FW: Beaufort 81 B4422
Good Morning Mr. Travis .... we would like to know if there is a moratorium in the
Beaufort 81, 8-4422 Location... Many Thanks .... mike -----original Message -----
From: Sutton, Michael W
sent: Wednesday, September 29, 2010 2:50 PM
To: Rogerson, Maria A ([e-mail])
subject: FW: Beaufort 81 B4422
-----original Message -----
From: Sutton, Michael W
sent: Thursday, September 02, 2010 4:31 PM
To: Travis Wilson ([e-mail])
Cc: Jay B. Johnson ([e-mail])
Subject: Beaufort 81 84422
Hey Mr. Travis.... Division 2 plans to replace Beaufort 81,B-4422 SR 1106,Tripp Road
over Blount's Creek. we would like to know if this location has a moratorium.
Attached are maps for your use in determinations. Thank You .... mike
Email correspondence to and from this sender is subject to the N.C. Public Records
Law and may be disclosed to third parties.
Page 1

B-4422 BEAUFORT 81
BRIDGE TO BRIDGE REPLACEMENT
SR 1106, TRIPP ROAD OVER BL0UNTS CREEK
EDWARD USGS QUAD MAPAND SHEET NUMBER 17
OF THE SOIL SURVEY OF BEA UFORT COUNTY 4
REPLACE EXISTING 91'LONG BY30.6'(OUT TO OUT) TIMBER BRIDGE
WITHA 127'LONG BY27'40" CLEAR ROADWAY CORED SLAB BRIDGE
WBS ELEMENT NUMBER 33695.1.1 MAP NUMBER 3720650900 J
BLOUNTS CREEK C;Sw;NSW AUGUST 19, 2010
PAMLICO 03020104 FIRM PANEL 6509 J TAR-PAMLICO BASIN
0011
ejO�nts Creak Rd 060060
Ones Ave
C
Of
n qj
H
X/10_
� N
d�
a
W+
f E
osoosl
S
Ir
-�,
a
BEAUFORT 81
Y= 591808.3088
X= 2606145.5960
N35 A_21 '--33"
W 76A -58'41 "
N 35.359045 DEGREES
W 76.966833 DEGREES M° 0219 �'°'7
7
1 inch = 2,000 feet
0 750 1,500 3,000 4,500 6,000
Feet

B-4422 BEA UFORT 81
BRIDGE TO BRIDGE REPLACEMENT
SR 1106, TRIPP ROAD OVER BL0UNTS CREEK
EDWARD USGS QUAD MAPAND SHEET NUMBER 17
OF THE SOIL SURVEY OF BEA UFORT COUNTY -
REPLACE EXISTING 91 SONG BY30.6'(OUT TO OUT) TIMBER BRIDGE 2
WITHA 127' LONG BY27'-10"CLEAR ROADWAY CORED SLAB BRIDGE
WBS ELEMENT NUMBER 33695.1.1 MAP NUMBER 3720650900 J
BLOUNTS CREEK C;Sw;NSW AUGUST l9, 2010
PAMLICO 03020104 FIRM PANEL 6509 J TAR-PAMLICO BASIN
3 33
reu
Or
C) 1 x Crossroads
33 33
ro
35
(_ N
W E
\�
5144 81 ,
S
a
BEA UFORT 81 ti ti
Y= 591808.3088 ` �s
X= 2606145.5960 ; • , Vo
N35^-21'-33" \, • ��—�
ti
W 76n-58 r-01 rr Blount$ CreeK
�.�- . - _. ����
N 35.359045 DEGREES
W 76.966833 DEGREES - 4f
MR
,500 3,000 4,500 6,00

NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project Tracking No. (hdernal Use)
10-08-0010
�4
Project No: 2B.200711 County: Beaufort
WBS No: 2B.200711 Document:
F.A. No
BRZ-1106(1)
Funding: ❑ State ® Federal
Federal (USA CE) Permit Required? ® Yes ❑ No Permit Type: NWT 3 and CAMA GP
Project Description: Replace the existing timber bridge with a proposed 127 foot long cored slab Bridge
on SR 1106 Tripp Road] over Blounts Creek.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Review of HPO quad maps, historic designations roster, and indexes was undertaken on 8/26/10. Based
on this review, there are no existing NR properties in the Area of Potential Effects. No cultural resource
properties appear to be present in the project APE.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
The new bridge will replace the old bridge in the existing extensive embankments with no impact outside
of the current right of way. An off-site detour will be utilized during construction.
SUPPORT DOCUMENTATION
See attached: Map(s), Previous Survey Info, Photos, Correspondence, Photocopy of notes from county
survey.
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED
ARCHAEOLOGY HISTORIC ARCHITECTURE (CIRCLE ONE)
Resources Specialist Date
"No Savey Required"form for Minor Transportation Projects as Qualified in the 1007 Programmatic Agreement.
NCDOT Archeology & Historic Architecture Groups

UNITED STATES
IEPARTIMNT OF THE INTERIOR
GEOLOGICAL SURVEY
WASHlNOTON 16 MI.
10' 314 °'E. 320 CHOCOW/NITY] 13 Ml.
i
i
i
,1
POINT.1 / MEQ 3 -06F '
CORE POINT 7.4
2�1\111 U13
110
h elt ° OOrr "
\\�
ds
331
34
\\— 0 331
• -4 /
_
Q t
Ila 4r
L109 n • ! f �//
If oJ1 ` lr•,
33 °o
\� _ cb- ao
1106 n ,�
'•\� '_'- by Q� q 5j
X34 �k96 h
i
a
- 11
r
'a, •` r ��o
It
3..
tl a
\ r n
N•7.a
N
_ N o
4 \a
3 Baa
a air
R� 35 aaaa>
r a:
r
r
tl _
_ ---- II
..a - - - _-
- —
.. � ate, .-
u — _ —
p -
`�s •
M 10
u
i
\I,\
(
11
j
Blounts Cmic
ll
n I
°
1\
- _
StA
A
r h
a\
/
I
q 1
°
00
er
F
nmp
=
I
r
Y
�-9
j
_
es
•� 1pO
mse3 we'd
a j
M
A �
N
�
I
�\
v
A

NO HISTORIC PROPERTIES PRESENT/AFFECTED FORM
PROJECT INFORMATION
Project No: B-4422
WBS No: 33695.1.1
F.A. No: BRZ-1106(1)
County: Beaufort
Document: CE
Funding: ❑ State
Project Tracking No. (Internal Use)
10-08-0010
® Federal
Federal (USA CE) Permit Required? ® Yes ❑ No Permit Type: NWP 3 & CAMA GP
Project Description:
Replace Bridge No. 81 over Blounts Creek on SR 1106 (Tripp Rd).
SUMMARY OF FINDINGS
The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined:
❑ There are no properties over fifty years old within the project's area of potential effects.
® There are no properties less than fifty years old which are considered to meet Criteria Consideration G
within the project's area of potential effects.
® There are no National Register -listed or Study Listed properties within the project's area of potential
effects.
® All properties greater than 50 years of age located in the APE have been considered and all compliance
for historic architecture with Section 106 of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
® There are no historic properties present or affected by this project. (Attach any notes or documents as
needed)
"No Historic Properties Present "form for Minor Transportation Projects as Qual�fted in the 2006 Programmatic Agreement.
NCDOTArchaeology & Historic Architecture Groups

SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Review of HPO quad maps, historic designations roster, and indexes was undertaken on September 13, 1
2010. Based on this review, there were no existing NR, SL, LD, DE, or SS properties in the Area of
Potential Effects. Beaufort County GIS and Tax Parcel Data indicated a farm with a house and
outbuildings near the APE. A site visit was conducted on September 16, 2010.
A house surrounded by outbuildings is located at the north end of a large field of cotton. The house was
constructed in 1929, is a basic I -house plan with a rear side gable addition. The house has been sided
with vinyl, the windows and their surrounds have been replaced as have the porch columns and one of
the exterior chimneys. The other structures include the former living quarters, two mule sheds,
smokehouse, privy, and tobacco barn. Most of the outbuildings are in deteriorated condition.
Additionally there is a family cemetery on the property that includes approximately fifty headstones
dating from 1891 to present day. This farm complex is sited approximately 1500 feet from the bridge.
Due to this distance no historic properties will be affected by the bridge replacement project.
SUPPORT DOCUMENTATION
See attached: Map and Photographs.
Signed:
ql-Z3 /,-210
Cultural
Representative, HPO
HPO/OSA Comments:
"No Historic Properties Present "form for Minor Transportation Projects at Qudied in the 2006 Programmatic Agreement.
NCDOT Archaeology da Historic Architecture Groups
Date
Date

�1 +• ` .� ` ,.. .��`M' ,'�17+ itj,Sn i% .. ,} i Iii f ;. I Y -
r r ! 4 T✓ 1 i' 'i '.I
i h i y F,l r L ^1 V V
K xx r, ,,gy�pq
.47
-`.r� �JI'J'I ," r-!df� 1�1 �:. ,�.y a�' 4� �•r '+ rel.. �,+�f�M
!,r 1 {� r r. 'A�''�+►• tt"7 t •` sJt - 1 rr 4• � '= a Ni.y:�
ac•''
i• ry'I�1/4
%I +, ,h �W. .'
b
Wit
w o ri:
� .f: � b� � a r ;. ,! ;�. r 'y �Ai'�.J � `j4 ..• .ray,. r • { �'.p' �.� 1�
r,l+
r
��' '' fire, •: y +d t7fvY �+�' ' �}: r• r- y�! '`�
fit"��
�. �� .� k t ,{. a f ' -.l'. "► 1 �; Ij�lt , �{ i 1 , r r
fr 'lCl't �) �f S ,�i .,P• 1- f I1 in.+. > y. .!. "eyyp�',+aJ� 9. `1� i ' ~�' n.. • s"k,' /•t �' bi Y- .'µ.
4 � ISA 15,r-7 1 ,'�"L, .'�' ,1 ;�� �[ • • f �, �� .+.+,. 1 . s,:
�.., aPJ j.4' S•t `�` •M'{, Cbi�1
�n.'.i�•IfA �✓,.t`'.i�W'.xr.: : ..'ucc„t1Ei'i: .a.,. .ma0 lr �� .�( f ,r �5r.°.� 'p�. .:� ry' }yy .� t:Y _.�1 � �•) ��� '� t ,3
■ v 't P.,1 {�q+{. t i' 4 4 y ''.�`�'�'r, ��.Ai r R �'�{ ' .Z•„�• :«�.����' trt'{' f•, . w. , X44

„9-4
�I
�, t • �� ��
.a:a > t* '^ °n •k',��4 r1y, .� `y �l � ((ham � ;'"LL y✓ � t1� • •y �
"p rt?•v •a c. "+.�-:��Y� 4� }yas �� *� Yti :,. ?1'�•ti,�. k p'.R a:- .o ,, '�''�.
� ,P.'�%i ♦* .fq�:• •.`;�' .•' {if p,�s 1 '''f. "'w� aW vrA. t wAf Qsv' ,�
.;y§'{ � ”`--"�. • 1 �I •ta .( I I .�(•.y sir �.Y'.�•
• •terPER,
,� ..
IL .._. EEiii g,v'1L k. kr.
554

�:7'6"rT� W.;k.' r F Y�. �.,dri �lY� ,5.• �F ::.+`t �i�t •�„'"�k.?i0'
1
;,fit• . i < . •.,�
OR
�:7'6"rT� W.;k.' r F Y�. �.,dri �lY� ,5.• �F ::.+`t �i�t •�„'"�k.?i0'
1
;,fit• . i < . •.,�

V
a
7c
.
h Yrs --m
Zj
..........
. . . . . . . . . . . . . .
Al�
71
12�
01;

,, 4 +k�+� _ �c� a • ..� � jai
S �J�,11� ��. t� � 4 • �•1 1 j > 1 �ii f �•� t� ��� `\ • f � i `, 4,� � ��Y ��'Q�
�•, �'"'• ro s 3r V.° 1.,1r � 'AJ• R ,,1 �//''1/k �,�s:R,��'!. �Ct :j�`Ii •/4"'= �• ��. :K?jn"•
y. b • . . 1 : p ,^rt.•..
1 _ �, �'..� � �{, .+ 'f� �' �' '.:+r:. ya � s ''� r ,, •.�' � ;°' ijJR' yf.
•'; r /i�v.. A4+�1.} .R�-•, �� TF. ��Yf YJR f'=� /09, v r•K5i,1,�!'
x. :•+` � ':,�`@� �� t,YeM �y ` -*' r.� :i t.f•',°:�y V"�.. ,.4yR�, Y�. ii` $b� r. ,t';l�yr° r •�p, •. ,�i 11L..•_�:• :� �'J'
Y � R. ♦ ~! r,.l �. �«. 9?�' 6at' 1• {ti 1� ?!` P�. 91 !+"fir.'. Irl^ kQ = w'1 �.�•.r� � . �•7
.. ♦ . ate: �,,,' ��. . •• � .. ✓,. °)'r, pY1N . 1 •.i� .g51��.4 ',t �.p� -�..
. • .! •`'�: +.c' ..-.t � • 1 Fr*, •moi _R, "' • f�1 RO'r ai'�� . •.� � .., �. �,�y
1'•1,4 �: ,'�. �•• '}` Jhr f• JeY E' i ;:1' >b •f�' !!N�•Y �,., �•� "-�`a 'y:l
..r�. ! i �i , c: ( ti l ! is c <; %A' TRS / • e M*�« RE
•1 . i��'VY ' y � �` ` "�� 4 �R` �✓ Yi� .'1 1... Y '. tli ••Q`" '�'�r.�J ,i�'��X , �'� S'►:
:�.�•.l6 IT :.,•ful
't
'�� � _ \ . - '+a+. .'�;a f -•!.' r•,•-; r ♦ '. .�,R+it r Vii.
01
� i _ �. ,` ! s"��atw' � .a , �sR ♦♦ Jy i��tft ^,�� . .- :•,. ,.r� `��t ' • '^ �,.y..
Y a 1� 1 � .I,y �•1 4 ';�,A 1 , R �' 4 'Y �•+t� 1 yY.�� 'K` "r"l ,
--'-�"" l� l� - � � � °Fr��'�'. ..1—�, ._._-..,,�,,.� r _ �,� • -.any';•'• ,,,.,,.. .-.w,i
l ` I/ ....•rte•' —"'r" : c
-�rn.esRli•..+;.....c-
xeit;. :."� �� `"StaGa► f a AI} Vy� :r�i\.
J

'1D
Iv
it
Ot
/ ,.{��. `," Vl�""�* i'+ tY...J, •,. 4'. }p. � ;�Ii '� /r[•,�� lf: .A'�;D.', �A. ,
+N a,�• ';�� .!1�'' . � .. •7 . ter./ %
Al i �4!'.. ` r�,_/ � ��-.• � ;.� ��
_ �ti�'pA'' :e �.— A '.1��, iS. +�� wr►y, �t / �'y '' ./ 1,.{Y } r. ti' M
y� .r/ � �; " tiN:ti+ .7.�� ' L may- r ' , A �+yt •n,F't al • A � f � � • 1 ,,•
aV, ilk
�:, r r . r,'. 1`e.i .•A ,' . ar �Ml'S h, i ".M•-. A.,. r , yQ(+,{{{-... yy��r ,• '�yi J.
mom
x 1
Up::moi•.",.>

y
�� r r � � ,-wi ✓ �/mss
N
C
f F t f
Jlr" r
r}'1nY''iyT ^tai ,W -f,
.Na
) x4k„':, . { 'i'4'1{�c•' --+rye
4
,..
{ - ra•' � - >!' �sr+t� � �
'�1
1 fi _: Tr�f%
sit hya, � y {� +�
tY'
� �' �`
.s �,�, n
ts�, �}
i , J +
t1� ��a
yr�
�• ' 'Pn
TM
�� Y` ��tA'_y`��'5,;�^�e'
�i '.�
'/ lc
� i } �''K; +
y4•Iyx��+,.e.f
�+J: i+ �,
F, "'i�•

CERTIFIED MAIL
RETL7R_N' RECEIPT REQUESTED NOV 5 Z010
October 12, 2010 uioren&UdCity 00h#
Alton E. Rowe and Joshephine Rowe
1535 Tripp Road
Blount's Creek, NC 27814
To Whom It May Concern:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of
Transportation plans to replace Beaufort 81, a Bridge to Bridge Replacement,, on-site of his/her property, Parcel
4837, located on SR 1106, Tripp Road in Beaufort County. The sketch attached accurately depicts the proposed
construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date,
and return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Dept. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this
notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO
OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
A CLL (Date) .i

ALTON E. & JO G.ROWE
1535 TRIPP RD
BLOUNTS CREEK, N.C. 27814
4 November 2010
Mr. Steven Lane, Field Representative
NC Dept of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, NC 28557
Dear Mr. Lane,
We received your bridge replacement proposal - B-4422 Beaufort 81 Bridge to
Bridge Replacement SR1106, Tripp Rd. WBS Element # 33695. 1.1 - via
registered mail.
We live on the farm that is adjacent to the proposed bridge replacement over
Blounts Creek along with our son Gerard Rowe and family. He wrote a letter to
you 31 Oct 2010 objecting the proposal due to the flooding that has occurred
over the years from storms and hurricanes. We would like to reiterate what he
wrote in his letter, copy attached.
read in your proposal that the bridge would not be as wide, which I cannot
understand. Certainly higher elevation of the bridge replacement should be a
must.
Please consider our concerns that affects the people on Tripp Rd as well as
traffic on Highway 33.
Thank You,
?'e Alton & Jo Ro

i
Alton G Rowe October 31, 2010
1641 Tripp Rd.
Blounts Creek, NC 27814
Mr. Steven Lane, Field Representative
NC Dept.of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, NC 28557
Dear Mr. Lane
My name is Alton Rowe and I live adjacent to the proposed bridge to bridge replacement
over Blounts Creek,
( B-4422 Beaufort 81 Bridge to Bridge Replacement SR 1106, Tripp Rd. WBS Element #
33695.1.1). I have lived here for 18 years and I have stayed here at this location off and
on with my Grandparents most of my life before there death. I have seen a lot of changes
over the years with the landscape of the creek area surrounding this bridge. There has
been an increase in the amount of water as well as the wetlands created, because of
multiple reasons that I don't know if anyone has looked into in the planning of this
project. Over the past 10 years I have seen this bridge flood from hurricanes and
excessive rain that has made this bridge impassible to traffic. Recently, with the past
storm that Eastern North Carolina had I saw the water level up to the top of the guard
rails of the existing bridge. In the 43 years that I can recall I have not seen this occur
before to this extent. This has been and increasing problem and it leads to the road being
closed. With this last storm both the Tripp road was impassible as well as Hwy. 33. This
created a lot of problems with people not being able to get to there homes as well as any
emergency vehicles to be able to reach homes. I feel that this is a safety situation that
needs to be looked into for possible bridge design to raise the existing height of the bridge
to accommodate the changes that have occurred over the years.
I strongly feel if our state funds are going to improve our highways that we look at all
aspects to make the improvements the best for the ones that travel this highway as well as
the ones that live there. I object to the proposal that has been submitted and I think that
the new bridge needs to be at a higher elevation to accommodate the changes that have
occurred. I ask that you look into this matter because I'm sure that the ones that are
involved in designing this new bridge is not aware of this situation.
Thank you for your time in this manner.
Alton G. Rowe
eg rowe@embargmail.
ph# 252-671-4954

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
,ANNA !P19 t�
'F7a DZ w Flo vffu C,a"
,ed .
C;J[gCOIvIK/ � �G
/
A. Signature
X ,. 11Agent
64 tbaaff ❑ Addressee
B. Received by (Printed Name) C. Dai of De)ivery `
A/1 L4j (e0J�t-t4 /�%(16
D. Is delivery address different from item 1? L Yes
If YES, enter delivery address below: ❑ No
3. ,S�ervvii e Type
l� Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D. Y
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7009 oo8a aooz 4a4o 1z��
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATES POSTAL SERVICE
• Sender: Please print your name, address, and 2(0"-K- this box'
N.C. Department of Transportation
P.O. Box 1587
Greenville, NC 27835
Y Z-

DEC

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
EJ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
On -Site Habitat Investigation of Tar River SpinyMussels by Logan Williams,NCDOT Biologist
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
® Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
On -Site Investigation, NCDOT Biologist Reports, and Moratorium Information From Travis Wilson, NCWRC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCSHPO
8. Flood Zone Designation (Corps Requirement)
__r8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Bridge designed to no -rise standards
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Jay B. Johnson
January 13,
2010
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 10
PCN Form — Version 1.3 December 10, 2008 Version

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
r 1. Article Addressed to:
�J'�aLlMAy ) Otj-)E USN N
3) ov,4-r's C g -f-- el A16,
27 814}
Signature
X� �
� 0 Agent
_� ❑Addressee
B. Received by ( Printed Name) C. Date of Delivery
� m p, V-- .%eon � v- 2-&
D. Is delivery address different from item 1? 0 Yes
If YES, enter delivery address below: ❑ No
3. ;C
S' Type
Cervertified Mail 0 Express Mail
0 Registered 0 Return Receipt for Merchandise i
0 Insured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7009 0080 0002 4040 1229
` PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 }

UNITED STATES POSTAL SERVICE
3 .'�::.�'..:;.^i.i ' i`"F'y,2.:�'.i.ri"Y �3 " k'2.'e::.• � nw,
• Sender: Please print your name, address; and ZIIP* O box
N.C. Department of Transportation
P.O. Box 1587
Greenville, NC 27835
- ��,a LW j

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
li ■ Attach this card to the back of the mailpiece,
or on the front if space permits.
i 1. Article Addressed to:
Al E . -ROt4)L
rjE
!s3 s TIIDP fid
2781 �
Agent
X % ❑ Addressee
B. h roed Printed Name) C. Date of Delivery
o "J L 10 -2_(_a -1.6
D. Is delivery address different from item 11 ❑ Yes
If YES, enter delivery address below: ❑ No
3. Servi Type
retifled Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7009 0080 0002 4040 6248
'I (transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATES,,.POS7AL SERVICE
* Sender: Please print your name, address, and ZIP+4 - jMffiis box *
N.C. Department of Transportation
P.O. Box 1587
Greenville, NC 27835

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
kil-❑ Addressee
B. Recei ev Printed Name) C. Date of Delivery
Jc �',��
2-C, I()
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
C'/o ,d L-rb A/
_ 3. Service Type
vi
H4 Cert�ed Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
n/C ❑Insured Mail ❑ C.O.D.
/ .X81 4. Restricted Delivery? (Extra Fee)
ly 2. Article Number 7009 0080 0002 4040 1205
(Transfer from service 1 -
❑ Yes
(i; PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATES POSTAL SERVICE
C,
0 Sender: Please print your name, address, and ZIP+4--in this box 11
N.C. Department of Transportation
P.O. Box 1587
Greenville, NC 27835
!j ...... J!
-------- ---

Form DCM MP -1 (Page 5 of 5) APPLICATION for
Major Development Permit

N
11
r .c d 3
1 169
3 \ 1705 S
3 I nrymv
7106
/ \ 06 1
9,y Blvunte k
1950
/ 1179
Y PR 422/'
T, 1107
1108
VICINITY MAP
(NOT TO SCALE)
See Sheet f -A For Index of Sheets
BEGIN TIP PROJECT B-4422
—L— STATION /4+68.46
GRAPHIC SCALES
50 25 050 100
PLANS
50 25 0 50 too
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
LOCATION. SR 1106 (TRIPP RD), BRIDGE NO. 81
OVER BLOUNTS CREEK
TYPE OF WORK: BRIDGE REPLACEMENT,
GUARDRAIL, PAVING,
GRADING AND DRAINAGE
a
j BEGIN APPROACH SLAB I J
l
LL—STA�71
N 16+99 64/ -Ay t
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4422 = 0.108 MILES
LENGTH STRUCTURE TIP PROJECT B-4422 = 0.025 MILES
Q�'H
.mos STAPMC n SPscr M477OVS
R�fr elOAvr 1l�YCt MG
n�
�r
•C•
PROJSG7DMrry A?G WM
B-4422
1
Rtlt rtm.116
RLtYL14
1@lfOr
33695.1
BRZ-1106 0
PE
33695.2
BRZ-1106 0
RW
33695.3
BRZ-1106 0
CONST
ZC,W._.
DEC i
NAO 8 /N� 20p1
END TIP PROJECT B-4422
—L— STATION 20+40.62
is ---_
s� END APPROACH SLAB
—L— STATION I8+32J4
Prepared /n flu Office dr,
DIVISION -OF HIGHWAYS
7701 North Greene Strut Greenville, NC 27835
.mos STAPMC n SPscr M477OVS
DWAYNE H. ALLIGOOD
RIGHT OF WAY DATE:
PROJFCT RlVGVa=
LANG JONES
LETTING DATE:
MARCH 2011
PROJSG7DMrry A?G WM
HYDRAULICS ENGRVEFEF.R
ROADWAY DESIGN
ENCR4X"
P.c
PRELBUNARY PLANS
Do NOT USE PCR [ rmvcmof
DMSION OF HIGHWAYS
STATE OF NORM CAROLINA

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
S"d'°A'J[°E OF NOIB'd°H CAbBOi,INA
II9IVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.•
csr rRnysrovrnrOV
O
State Line
u,�ran ss
_.... ..._
County Line
RR Abandoned
sw(rar
Township Line
RR Dismantled
----___
City Line
RIGHT OF WAY:
—_
Reservation Line—
Drainage Box: Catch Basin, DI or JB
Property Line
0
Existing Right of Way Line
Existing Iron Pin
O
Property Corner
Proposed Right Right of Way Line with
- - - -n- - - -
Property Monument
= no
Parcel/Sequence Number
(123
Existing Fence Lind ----
---x—x—x—
Proposed Woven Wire Fence
- e
Proposed Chain Link Fence
e
Proposed Barbed Wire Fence
—a
Existing Wetland Boundary
- - - -ne- - - -
Proposed Wetland Boundary
Proposed Permanent Drainage Easement —
�.
Existing Endangered Animal Boundary
u.
Existing Endangered Plant Boundary
o.
Proposed Permanent Easement with
BUILDINGS AND OTHER CULTURE -
Gas Pump Vent or UG Tank Cap
p
Sign
O
s
-----
Well
Proposed Slope Stakes Cut
Small Mine
X
Foundation
Proposed Wheel Chair Ramp
Listing
Area Outline
0
Cemetery
Proposed Guardrail
Building
Existing Cable Guiderail
School
n n
Equality Symbol
Church
Pavement Removal
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir r- ----�
Jurisdictional Stream
—Js -
Buffer Zone 1 Bz
Buffer Zone 2 BZ 2 -
Flow Arrow E —
Disappearing Stream—... —
Spring �_...�-
Wetland
Proposed Lateral, Tail, Head Ditch-�
False Sump
RAILROADS. -
Standard Gauge
RR Signal Milepost
csr rRnysrovrnrOV
O
MAJOR:
u,�ran ss
Switch
0
RR Abandoned
sw(rar
Existing Joint Use Pole
RR Dismantled
Proposed Joint Use Pole
--------
RIGHT OF WAY:
Footbridge
Baseline Control Point
Drainage Box: Catch Basin, DI or JB
Existing Right of Way Marker
0
Existing Right of Way Line
_
Proposed Right of Way Line
Storm Sewer
Proposed Right Right of Way Line with
- - - -n- - - -
Iron Pin and Cap Marker
= no
Proposed Right Way Line with
- - - -1 ro- - -
Concrete or Granite Marker
G
Existing Control of Access
--_
Proposed Control of Access
Existing Easement Line
--E--
Proposed Temporary Construction Easement-
E
Proposed Temporary Drainage Easement—
ME
Proposed Permanent Drainage Easement —
PDE
Proposed Permanent Utility Easement
PuE
Proposed Temporary Utility Easement
-- TUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
0
ROADS AND RELATED FEATURES.
Existing Edge of Pavement
-----
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
-- - F _ _ _
Proposed Wheel Chair Ramp
Listing
Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
n n
Equality Symbol
Pavement Removal
PTGETATION.-
Single Tree
Single Shrub
o
Hedge
Woods Line
Orchard
6 6 6
Vineyard
EXISTING STRUCTURES:
0
MAJOR:
-0-
Bridge, Tunnel or Box Culvert
cows
Bridge Wing Wall, Head Wall and End Wall - caw tM
MINOR:
Existing Joint Use Pole
Head and End Wall
Proposed Joint Use Pole
Pipe Culvert
Power Manhole
Footbridge
r-_____-_-<
Drainage Box: Catch Basin, DI or JB
[]Ce
Paved Ditch Gutter
-----
Storm Sewer Manhole
m
Storm Sewer
—s—
UTILITIES:
0
POWER:
-0-
Existing Power Pole
j
Proposed Power Pole
b
Existing Joint Use Pole
E
Proposed Joint Use Pole
-�
Power Manhole
A
Power Line Tower
ER
Power Transformer
0
U,G Power Cable Hand Hole
- - - -*- - - -
H -Frame Pole
Recorded LIG Power Line
Designated WG Power Line (S.U.E.'
TELEPHONE:
0
Existing Telephone Pole
-0-
Proposed Telephone Pole
-0-
Telephone Manhole
p
Telephone Booth
E
Telephone Pedestal
p
Telephone Cell Tower
A
LIG Telephone Cable Hand Hole
ER
Recorded WG Telephone Cable
G
Designated WG Telephone Cable (S.U.E.') -
- - - -*- - - -
Recorded LIG Telephone Conduit —
—Tt
Designated WG Telephone Conduit (S.U.E.`)-
- - - -n- - - -
Recorded LIG Fiber Optics Cable
= no
Designated LIG Fiber Optics Cable (S.U.E.")--
- - - -1 ro- - -
WATER:
7)
Water Manhole
Water Meter o
Water Valve
Water Hydrant
Recorded WG Water Line
Designated U/G Water Line (S.U.E.•)—--- -
w----
Above Ground Water Line A/C tots
TV:
0
TV Satellite Dish
3
TV Pedestal
p
TV Tower
o
LPG TV Cable Hand Hole -
- - - -o- - - -
Recorded UIG TV Cable
"'0 C -
Designated UAG TV Cable (S.U.E.•)
- - - -=r— - - -
Recorded U,'G Fiber Optic Cable
. ,o
Designated LIG Fiber Optic Cable (S.U.E.')--
G
GAS:
0
Gas Valve
3
Gas Meter
p
Recorded UG Gas Line
o
Designated UAG Gas Line (S.U.E.')
- - - -o- - - -
Above Ground Gas Line
"'0 C -
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
G
U/G Sanitary Sewer Line
u
Above Ground Sanitary Sewer
I.a sarAtary SO* -
Recorded SS Forced Main Line—
ine
Designated
Designated SS Forced Main Line (S.U.E.') —
- - -
MISCELLANEOUS:
Utility Pole
0
Utility Pole with Base
3
Utility Located Object
p
Utility Traffic Signal Box
Utility Unknown U/G Line
UIS Tank; Water, Gas, Oil
A'G Tank; Water, Gas, Oil
LPG Test Hole (S.U.E.•)
Abandoned According to Utility Records —
AATUR
End of Information
E.O.I.

Cl
PROP APPROX. ilt" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT
AN AVERAGE RATE OF 168 LBS. PER SQ.YD.
D1
PROP. APPROX. 21/2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
D2
PROPOSED VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE I19.OB, AN AVERAGE RATE OF 114 LBS. PER
SQ. YD. PER 1" DEPTH.
E1
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
T
EARTH MATERIAL.
U
EXISTING PAVEMENT.
U1
CONCRETE CORED SLABS
ITIII L-: I t-AvEmL/Y/ cuvt JLurts AHL l: l UNLESS SHOWN OTHERWISE.
ORIGINAL
ORIGINAL
C, D
L-------------�
WEDGING DETAIL FOR BRII)GF
NOT TO SCALE
ORIGII
' �'�+•I
B-4422
ROADWAY DESIGN �01
3O' O' ENGINEER
27'-10'(CLEAR ROADWAY)
13'-11'
-L-
7" f0 BRO.
3-Yq" 2 BRG, 33/a" BRC.
z GRADE PT.
om
n D D C1
e 0.02
°r
00100100100100 ,
15-0'
15'-0• . N�+ {.
10 PRESTRESSED CONCRETE CORED SLAB UNITS 30-0'
TYPICAL BRIDGE SECTION (NTS)
-L- STA /7+03.00 TO -L- STA /8+28.00
VAR 20'-28.83 I
VAR 3 I 6'
V*UARDRAIL VAR 10'W:pUT V'u
10 VAR
0'- 4.86' 0'- x.92' GUARDRAIL
D1 C7 IRADE
POINT CI D7 ORIGINAL GROUND
0.08 FOTT VAR SEE X -SECS VAR SEE X -SECS
E,r 0.08 FT.fT
T D2 I D2 El T Ecs
SEE*SE GRADE TO THIS UNE lam/ GRADE TO THIS UNE y�
x�S
USE TYPICAL SECTION •l
-L- 14+9693 - 16+7638 ORIGINAL GROUND
amu_ .a
-L- 18+40.00 - 20+31.45
USE TYPICAL SECTION •2
-L- 16+7638 - 16+9134
tOUND

INFORMATION TO BE SHOWN ON PLANS
Design. DI—h—. ........... c.f.s. Frequency ......50. n....... Elev. 13.3
Bae. Flood. Dlechar a 2516,,,,,,,,, C.I.A. Frequency .... X00 C: 13.9
Overtopping. D160harg....... ........... a.f... Frequency ..... �S.K: .... EWV . ..... 12.3
.......................................................................
...................................................
...•..
SITE DATA
Drainage Area .......... )5?.541. ................ Source ........ FEMA Fi
.................................................
Rlv.r Basin T,,,, BRIDGE SURVEY & HYDRAULIC DESIGN REPORT
Ni PNAU.4................ Character........RV.M4........-.....-..........-.....-.......
-: N.C.DEPARTMENT OF TRANSPORTATION
Strewn Classification (Such as Trout, Hip -1 Duality Water, etc.) .... .Oi.�"'i.N?w ...............................SIGN OF HIGHWAYS
AYS
Data on Existing Struoture I.@..30'-4'.;1 7p;,1'-;1 ,., HYORAIA.ICS UMT
..@.... - ..@...34'•.rRBTRFSSEC 40NCxE1E, 41�ANNfi1,�...... RALEIGH. N. C.
En. IBIS: PPC CAFS?iMBER FILES.f%. 5'-9' CENTERS ... Waterway Opening SQ. .......................... .-........................... .......
Deorls Pot•ntlok Low...-.-.. Moderate —K... HIOh....... I.D. No...... .-...... Project No . ............................ ..... . Pro!. Statlon ....... 17+65.30. -1^..-......
Data on Structures Up and Down StreamDOWNSTREAM NC 33 BRG. 1 60 1®/5:�5•, 1@15'-1', IS'�', County ....... JKAUt.QRT......... Bridge Over ..... BLOUNTS CREEK
............. ..-.. ........................ Bridge Inv. No. .....41......
1@11'-10',1@ll'-6'.1@16'-2. ON CREAMS BUILT 1950 FROJECT 15.1541 ........
On Highway . SR •1106. JIIUrF.ROAD(.. •fwe•n ......................... and......... EDWARD.....................
Hi ra B OWINRY
U►STIIEAM RAILROAD BRIDGE Recommended Structure 1.Q 40�,1,� 0"AA 40', 21' CORED SLAB BIUDGE
100 YR FEMA ELEV.
DesignControl Elev. @..RS.2-l. w...14.18.'............................................................................................................................................
Gage Station No. .... t 1 ..................... Period of Rsoorde .-. ........................................ Rsoommended Width of Roadway ......... 77..:Jir.t. M.AQV. WAY................... Sk•e ........ '............
Mox. Discharge ...... w'• .................... c.fs. Date WA Frequent Re.ommanaea Location b (MP;: 1-� Stream from Existing Crosse SAME AS
......................... Y .......-...-.......... 9 ng.........................
...............
Historical Flood Information, G Nearest Shipping Point .... FANARD........ On ..... R.R. 5:0.. 1111es From Bridge
Date .... EM............ Est, Fred......... Source Period of I q Bench Mork Is ... BM 1 rR SMKE IN 30' HARDW D 170' LT. OF
........-........................................... ledge........ ......................-..-.......-.......--......................................-.--...........
Period of BL STA. 17+61 N 591825E 2606278 1137 NAVA BB
Dare............ ENV....-...... Est. Frew. ........ source ........... Knowledge............................................................................... Elev.........-....... Datum .....................
Period of Tempora. Creasing NOT HIED
Opt e............ Elev........... Eat. Frew. ........Souroe Y 0 ................... V..............................................--.........................--...--.
..........................................
Period
........
Historical Scour Info.i Genero�.UNKNOWN UNKNOWN UNKNOWN
....... Contrnotion...........................Looal .....-...................
Channel Slope 0.05%
................ Source -,...-FEMA STUDY Normal Water Surface Elev. ...7:a.+A
Mannlnp's n I Left O.B. .9,,,,, Channel „�;??Right O.B.-R44!... Source......
:��,FE!AA $JUDY
Flood Study / Status e
T Jv
................. FEA1A DETAILED S1UDY FlooewaY Esta.lisned7
Flood Study IDD yr. Dlaoharpe,,,75.1Q....c.f.s.I W.S. Elev. i Wifh iloodwoy „19.9,-_ Without Flooaray,,,-
Rs 5200
DESIGN DATA .•'
Hydrological Method
.........................................................................................
Hydraulic Design Method......... NEC -RAS 1,0 MUL7IFLE OFENINO ANALYSIS 9
Floods Evaluated, Frp- O El— Backwater Bridge Opening Velocity
.......to .................... ....... joie 11.4.. .... 4.4.... ...... �r'�`•G
.....-5.4 ...... ........1962. .... .....13.7...... .. 0:4.... 2.01 FPS I L
100 2516 ..... 7A.R......, 0,0 1.92 FFS sv'Z'ES'
F
t
......SDO..... ........ ...... ....- 16.0. ... R:q.... .......
..... OT...... I....... 14M...... ...... !7:?....... ... ....... 3.11. F??......
Waterway Opening Provlded Below, Design W.S, Elev......;R54. .......... IOOyr W.S. Ebv. .....-..7419 N
"------ Designed b WETTiEI1Il1 ENOINEERINO, INC. P�'" F59gy'f',O•�iy
r ...................... A
Average Channel velocity (Design).....?:9. 5 Averog. Overoank Vel..lt (Oesl ri0.6 FTS : Y. 2010 2�.
Y g ........... ..... JOE DUDECK PE Dote .-..................
Aeel•ted pYI................................................... E A iii _
Computed Scour I General .............. Contraction .......... ;6'„-__,,,
... MOA 2Ay MHVOR NYACT Local ..........- -
_ iC•
5?.........Project Engineer..........K-is 0 Fbodway Revision ReOulred?
........................................................................ Reviewed oy. FAQ,�Llf �`
_W■iq■ ■:•
www�•w■■ ■_■
w'::•/■�■�■..■:.■.:C�Monona
■
N_ !1 ■■■
■/■ ■■■■
mill
�
::: ■.per .�.p.�.�...
..w.
i��
Lei'—' �irw rr1���ram
Sig
omm
Ild ..�Q�Q`
-_:s _V•: wWWY���Q■W:■■W/
C
,.�.��\�{\�+F
Il[�iy
■w\
Y
■u■__N
Y
■_■�
�■■ ■gw�
MISS
u■uu■mN
on
Rr ■_
W
- -tl•�■
M�YI::r' were-�
sr. .. ��,�■YI't�'ICA{('�'
u■_
ERJr G�
�
Q •I . r
'F
� � ��■ /Y�e�
� •
I�f p�
■__
BE
p�
■�
, ' 1� I]�9 6/�'ir''
Ii 9 ■ 1 1 '�
_
� 0
'■i�----:__-i
vna�
■ 1
I e'
1
■
■
11
_
�•mmrr/
vvavvelavrvvvnnennennn�nnmwuur
11111111
���-----■
INFORMATION TO BE SHOWN ON PLANS
Design. DI—h—. ........... c.f.s. Frequency ......50. n....... Elev. 13.3
Bae. Flood. Dlechar a 2516,,,,,,,,, C.I.A. Frequency .... X00 C: 13.9
Overtopping. D160harg....... ........... a.f... Frequency ..... �S.K: .... EWV . ..... 12.3
.......................................................................
...................................................
...•..
SITE DATA
Drainage Area .......... )5?.541. ................ Source ........ FEMA Fi
.................................................
Rlv.r Basin T,,,, BRIDGE SURVEY & HYDRAULIC DESIGN REPORT
Ni PNAU.4................ Character........RV.M4........-.....-..........-.....-.......
-: N.C.DEPARTMENT OF TRANSPORTATION
Strewn Classification (Such as Trout, Hip -1 Duality Water, etc.) .... .Oi.�"'i.N?w ...............................SIGN OF HIGHWAYS
AYS
Data on Existing Struoture I.@..30'-4'.;1 7p;,1'-;1 ,., HYORAIA.ICS UMT
..@.... - ..@...34'•.rRBTRFSSEC 40NCxE1E, 41�ANNfi1,�...... RALEIGH. N. C.
En. IBIS: PPC CAFS?iMBER FILES.f%. 5'-9' CENTERS ... Waterway Opening SQ. .......................... .-........................... .......
Deorls Pot•ntlok Low...-.-.. Moderate —K... HIOh....... I.D. No...... .-...... Project No . ............................ ..... . Pro!. Statlon ....... 17+65.30. -1^..-......
Data on Structures Up and Down StreamDOWNSTREAM NC 33 BRG. 1 60 1®/5:�5•, 1@15'-1', IS'�', County ....... JKAUt.QRT......... Bridge Over ..... BLOUNTS CREEK
............. ..-.. ........................ Bridge Inv. No. .....41......
1@11'-10',1@ll'-6'.1@16'-2. ON CREAMS BUILT 1950 FROJECT 15.1541 ........
On Highway . SR •1106. JIIUrF.ROAD(.. •fwe•n ......................... and......... EDWARD.....................
Hi ra B OWINRY
U►STIIEAM RAILROAD BRIDGE Recommended Structure 1.Q 40�,1,� 0"AA 40', 21' CORED SLAB BIUDGE
100 YR FEMA ELEV.
DesignControl Elev. @..RS.2-l. w...14.18.'............................................................................................................................................
Gage Station No. .... t 1 ..................... Period of Rsoorde .-. ........................................ Rsoommended Width of Roadway ......... 77..:Jir.t. M.AQV. WAY................... Sk•e ........ '............
Mox. Discharge ...... w'• .................... c.fs. Date WA Frequent Re.ommanaea Location b (MP;: 1-� Stream from Existing Crosse SAME AS
......................... Y .......-...-.......... 9 ng.........................
...............
Historical Flood Information, G Nearest Shipping Point .... FANARD........ On ..... R.R. 5:0.. 1111es From Bridge
Date .... EM............ Est, Fred......... Source Period of I q Bench Mork Is ... BM 1 rR SMKE IN 30' HARDW D 170' LT. OF
........-........................................... ledge........ ......................-..-.......-.......--......................................-.--...........
Period of BL STA. 17+61 N 591825E 2606278 1137 NAVA BB
Dare............ ENV....-...... Est. Frew. ........ source ........... Knowledge............................................................................... Elev.........-....... Datum .....................
Period of Tempora. Creasing NOT HIED
Opt e............ Elev........... Eat. Frew. ........Souroe Y 0 ................... V..............................................--.........................--...--.
..........................................
Period
........
Historical Scour Info.i Genero�.UNKNOWN UNKNOWN UNKNOWN
....... Contrnotion...........................Looal .....-...................
Channel Slope 0.05%
................ Source -,...-FEMA STUDY Normal Water Surface Elev. ...7:a.+A
Mannlnp's n I Left O.B. .9,,,,, Channel „�;??Right O.B.-R44!... Source......
:��,FE!AA $JUDY
Flood Study / Status e
T Jv
................. FEA1A DETAILED S1UDY FlooewaY Esta.lisned7
Flood Study IDD yr. Dlaoharpe,,,75.1Q....c.f.s.I W.S. Elev. i Wifh iloodwoy „19.9,-_ Without Flooaray,,,-
Rs 5200
DESIGN DATA .•'
Hydrological Method
.........................................................................................
Hydraulic Design Method......... NEC -RAS 1,0 MUL7IFLE OFENINO ANALYSIS 9
Floods Evaluated, Frp- O El— Backwater Bridge Opening Velocity
.......to .................... ....... joie 11.4.. .... 4.4.... ...... �r'�`•G
.....-5.4 ...... ........1962. .... .....13.7...... .. 0:4.... 2.01 FPS I L
100 2516 ..... 7A.R......, 0,0 1.92 FFS sv'Z'ES'
F
t
......SDO..... ........ ...... ....- 16.0. ... R:q.... .......
..... OT...... I....... 14M...... ...... !7:?....... ... ....... 3.11. F??......
Waterway Opening Provlded Below, Design W.S, Elev......;R54. .......... IOOyr W.S. Ebv. .....-..7419 N
"------ Designed b WETTiEI1Il1 ENOINEERINO, INC. P�'" F59gy'f',O•�iy
r ...................... A
Average Channel velocity (Design).....?:9. 5 Averog. Overoank Vel..lt (Oesl ri0.6 FTS : Y. 2010 2�.
Y g ........... ..... JOE DUDECK PE Dote .-..................
Aeel•ted pYI................................................... E A iii _
Computed Scour I General .............. Contraction .......... ;6'„-__,,,
... MOA 2Ay MHVOR NYACT Local ..........- -
_ iC•
5?.........Project Engineer..........K-is 0 Fbodway Revision ReOulred?
........................................................................ Reviewed oy. FAQ,�Llf �`

B/
COASTAL WETLAND IMPACTS = 0 Sq.Ft.
WI404 WETLAND IMPACTS = 280 Sq.Ff.
I STREAM IMPACTS = 42 Sq.Ft.
PROPOSED PILINGS IN STREAM
FILL REMOVAL = 450 Sq.Ff.
BUFFER ZONE /IMPACTS - 550 Sq.Ft.
&BUFFER ZONE 2 IMPACTS = 445 Sq.Ff.
PC Sta.15+86.40 -L-
PT Sta.15+62.72 -L-
RUDOLPH L. ROWE
DB.363 PG. 624
\ SHARE FOUR
� Qs
PVC
_ _
E I /
a
m
0
zo
NCDOT
B-4422 BEAUFORT' COUNTY
REPLACE BRIDGE NO.81
SR 1106 (TRIPP RD)
OVER BLOUNTS CREEK
BETWEEN SR 1109 AND SR N00
CAMA GP, NWP 3, AND BUFFER
AUTHORIZATION APPLICATION
WBS ELEMENT NUMBER 33695JJ
HIGH VISIBILITY _
TEMPER SE FLOWTHROUG
FENCE I ' PECIAL SEDIMENT
CONTROL FENCE
THELMA R. BENNETT
DB. 391 PG. 383
FIRST TRACT
PT Sta.17+08.65 -L-
s��
te:BRIDGE HAS CONCRE E DECK WITH LAYER OF BST 4"/
METAL GUARD RAILS, CONCRETE BENTS AND SEATS,
WOOD PILLINGS, WOOD HE DWALLS AND WING WALLS
�e> ENERGY
J$ •N,LYSSIPATOR
STjD.DWa L,
N0.876D2 3
-A-
S 6T l6' 47.0" E
COASTAL WETLAND IMPACTS = 0 Sq.Ff.
#4404 WETLAND IMPACTS = 285 Sq.Ft.
54 STREAM( IMPACTS = 50 Sq.Ff.
PROPOSED PILINGS IN STREAM
FILL REMOVAL = 340 Sq.Ff.
BUFFER ZONE !IMPACTS = 710 Sq.Ff.
BUFFER ZONE 2 IMPACTS = 405 Sq.Ff.
NOTES:
(D 8-4422 IS ON THE EDWARD USGS QUAD MAP
AND SHEET NUMBER 17 OF THE SOILS SURVEY
OF BEAUFORT COUNTY
(2) FIRM PANEL 6509 J. MAP NUMBER 3720650900 J
(3) B-4422 /S IN THE TAR-PAMLICO RIVER BA51N
HUC CODE 03020104
(4) BLOUNTS CREEK IS C:Sw.NSW
SCALE. r=60' TAR-PAMLICO RIPARIAN BUFFER RULES APPLY
SEPTEMBER 28.2010 (5) B-4422- BEAUFORT BRIDGE '81 IS CAMA JURISDICTIONAL AS
FOR PERMITTING ONLY. PER STEPHEN LANE, NCDCM FEBRUARY 12.20/0
NOT FOR CONSTRUCTION
(6) NO MORATORIUM AS PER
TRAVIS WILSON. NCWRC OCTOBER 1,2010
SEAT=1
BRIDGE
SEAT
PC Sta. 19+92.57 -L-
DIFFUSE FLAW THROUGH
I5' SPECIAL SEDIMENT U
CONTROL FENCE
I
4 F—a
/ BUF R BUFFS DIFFUSE FLOW THROUGH
ZON l5'
ZONE 2
SPECIAL SEDIMENT
C CONTROL FENCE
y yy^
ALTON E. ROWE
& JOSEPHINE G. ROWE
DB. 1324 PG. 51
tn
V: ® —��
El FILL REMOVAL
® BUFFER ZONE IIMPACTS
® BUFFER ZONE 2 IMPACTS
COASTAL WETLAND IMPACTS
TOTAL
COASTAL WETLAND IMPACTS = 35 Sq.Ff.
404 WETLAND IMPACTS = 11075 Sq.Ff.
STREAM IMPACTS = 198 Sq.Ff.
PROPOSED PILINGS IN STREAM
FILL REMOVAL = 1125 Sq.Ff.
BUFFER ZONE /IMPACTS = 2450 Sq.Ff.
BUFFER ZONE 2 IMPACT'S = 1680 Sq.Ff.
NAp 83%95
ti3
C-
PROJECT REFERENCE NO, I SHEET NO.
30' 0' 30' 60' 90'
GRAPHIC SCALE
JAN 7 2011 11
f+i 018herjdCjjyDC,U
82
COASTAL WETLAND IMPACTS = 35 Sq.Ff.
404 WETLAND IMPACTS = 35 Sq.Ff.
STREAM IMPACTS = 52 Sq.Ft.
PROPOSED PILINGS IN STREAM
FILL REMOVAL = l60 Sq.Ft.
BUFFER ZONE 1IMPACTS - 590 Sq.Ff.
BUFFER ZONE 2 IMPACTS = 405 Sq. Ft.
111
ULSTING R/W
50 — -
- w_ _ EXIST. 6_PVC
- — '—���_
HIGH VISIBILITY
TEMPORARY SILT
FENCE (TYP)
B3
COASTAL WETLAND IMPACTS = 0 Sq.Ff.
404 WETLAND IMPACTS = 475 Sq.Ff.
TRUSTE STREAM IMPACTS = 54 Sq.Ff.
0 PROPOSED PILINGS IN STREAM
FILL REMOVAL = 175 Sq.Ft.
BUFFER ZONE /IMPACTS = 600 Sq.Ff.
BUFFER ZONE 2 IMPACTS = 425 Sq. Ft.
&0 Diw. S=mw
1605A1 High Vi. Temporary Silt Fence_ _ _ _ M 16
1606.01 Special Sediment Control Fence_____
16UM Rock Inlet Sediment Trop Type C -------
30'
______

mss= Mm
MWEEMIM
PROPREFERENCE NO. C., SH Ei N
X-1
MEMME
CC.��

ME
PROJ. REFERENG NO. I SHEET NO.
X -