20180156 Ver 1_Other Agency Correspondence_20180501

Coasta/ Managem�nt
ENVIRONMENTAL OUPLI!Y
April 25, 2018
MF,MORANDUM
TO:
ROYCOOPER
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MICHAIiL S. RGGAN
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BRAX'i'ON C. DAVIS
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MAY - 1 �p�g
Uarcy Ward, I?nvironmental Senior Specialist TRANSPoR A770NPERMITTNGUNIT
NCDOT Project Coordinator, DWR: Water Quality, WaRO
FROM: Doug Huggett, Major Permits Processing Coordinator
C/O Cathy Brittingham, "1'ransportation Project Coordinator
Division of Coastal Managemcnt
SUBJECT:
Applicant:
Project Lucation:
CAMA/DREDGF, & FII,L Permit Application Review
North Carolina Department of 7'ransportation Fcrry Division
SR 1208 (Kitty liawk Rd) beginning at SR 1?10 (Bob Perry Rd) and
cstending to the end oY paved surface on SR 1208 in Dam County
Proposed Projech Replace existing [3ridgc No. 40 and exisling pedestrian walkway over Jean
Guite Creek and implement road improvements on SR 1208 (Kitty [-lawk
Rd)
Please indicate below V��ur agency's position or viewpoint oi� the nroposed project and relurn this
form by May 16, 2(117, to CathV �3rittingham, 1617 Mail Service Center, c/o DWR Wetlands
Unit, Raleigh, NC 27699-1617. If you have any yuestions regarding ll�e rroposed projcct, please
contact Greg Daisey at (2�2) 264-3901, ext. 249. When appropriate, in-depth corrunei�ts with
supporting data are requested.
REPLY:
SIGNEU
This agency has no objection to the project as proposed.
1�his agency has no comment on the proposed project.
This agency approves of the project only if�llie recommended changes are
incorporated. See attached.
This agcncy onjects to the project for reasons described in thc attached
comments.
DATF.
Cc: Kristi Lynn Carpenter, Administrative Assistant, llWR Wetlands Unit, Raleigh
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Sla�e of Nor1h Caroli�m I Liivironmcntul Quali�y I Coulal Mawgemenl
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DIVISION OF COASTAL MANAGEMENT
FIELD INVE�TIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: The project is located on SR 1208 (Kitry Hawk Rd.)
beginning at SR 1210 (Bob Perry Rd.) and extending to the end of paved surface on SR
1208 in Kitty Hawk, Dare County, TIP No. R-5738.
Latitude: 36°04'21.7" N Longitude: 75°43'42.6" W
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — March 28, 2018
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete: March 26, 2018
O�ce — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Kitty Hawk
Land Classification from LUP: VR-1 (Low Density Village Residential)
KHW (Kitty Hawk Woods Conservation)
(B) AEC(s) Involved: CW, PTA, PTS, EW, CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Bridge for public use and pedestrian walkway/
Road for public use
Planned - Bridge for public use and pedestrian walkway /
Road for public use
(G) Estimated Annual Rate of Erosion: N/A
Source = N/A
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Open Water � 200 sq. ft. 42 sq. ft. Perm. Shading: 2,600 sq. ft.
Temporary Impacts: 819 sq. ft.
(B) Coastal Wetlands 1,394 sq. ft. Temp. Hand Clearing: 1,612 sq. ft.
(C) USACE Wetlands 741 sq. ft. Temp. Hand Clearing: 3,659 sq. ft.
(D) High Ground 480 sq. ft. 1,000 sq. ft.
Disturbed: 52,453 sq. ft.
(D) Total Area Disturbed: 65,000 sq. ft.
(E) Primaty Nursery Area: Yes (Inland PNA)
(F) Water Classification: SC Open: No

i
FIELD INYESTIGATION itEPORT: '
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DARE BRIDGE NO. 40 / SR 1208 (KITTY HAWK RD.)
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to replace the existing Dare County
Bridge No. 40 and existing pedestrian walkway, over Jean Guite Creek, and implement
road improvements on SR 1208 (Kitty Hawk Rd.). Road improvements include
widening the existing paved road surface approximately 1' and the replacement of two
(2) culverts, beginning at SR 1210 (Bob Perry Rd.) and extending for approximately
l.l miles to the end of the existing paved surface on SR 1208. The project also
includes utility relocations of water, communication, and power.
9. NA1tRATIVE DESCRIPTION:
Project Setting
Dare County Bridge No. 40 is located over Jean Guite Creek on SR 1208 (Kitty Hawk Rd.) in
Kitty Hawk, Dare County. Elevations in the project area range from 2 to 6 feet above the normal
water level. The majority of the lands adjacent to the project site are primarily single family
residential and Kitly Hawk Woods Coastal Reserve conservation lands. A church (Creative
Ministries, Inc.) is located at the corner of SR 1208/SR 1207 and a cemetery (Austin Cemetery) is
located at the western end of the proj ect area. The existing maintained road shoulder contain various
grasses. Beyond the maintained shoulder, vegetation consists of typical eastern North Carolina
coastal pla.in mixed pine/scrub forest. Trees/shrubs/plants in the area consist of Bald Cyprus, Red
Maple, Loblolly Pine, Sweet Gum, Wax-Myrtle, Inkberry, Smartweed, and various sedges. Coastal
Wetlands in the project area include Giant Cordgrass (Spartina cynosuroides) and Saw Grass
(Cladium jamaicens).
The existing bridge was built in 1959 and is 53' long by 21' wide with 20' of clear roadway
width. The bridge is a three span all timber structure and has a vertical clearance of 5.5' above the
NWL. Currently, there is a portion of wooden pedestrian walkway bridge attached to the north side
of bridge structure connected by steel beams. The total wooden pedestrian walkway is approximately
3 85' long by 10' wide and ties into an asphalt pedestrian walkway that exists to the east and west of
the existing bridge along SR 1208 (Kitty Hawk Rd.) and SR 1207 (Twiford St.). The asphalt
walkway on the road shoulder is approximately 8' - 10' wide in most areas and has curb separating it
from the roadway in some areas and no curb in other areas. Existing SR 1208 (Kitty Hawk Rd.)
consists of two 10' paved lanes with varying shoulder widths in the project area.
There are no stormwater runoff controls on the bridge or existing roadway. Runoff from the
existing bridge deck flows directly into Jean Guite Creek and the runoff from the adj acent roadway
flows directly into the road shoulder. Overhead power and telecommunication lines parallel the norkh
side of the road and bridge.
Jean Guite Creek has been classified as class SC waters by the Environmental Management
Commission in the area of the proposed construction and ultimately connects to the Currituck Sound
(to the north) and Kitty Hawk Bay (to the south). This proj ect is located within the Pasquotank River
Basin. The location of the bridge is classified as Inland Waters. Jean Guite Creek is approximately
25' — 30'wide and 2' - 5' deep in the area of the bridge and is utilized by the general public for
certain recreational activities. The location of the culvert.at Site 7 is classified as Joint Waters. There
were no SAV's expected or observed in the project area during the site visit. There are no
documented historic or archaeological resources in the proj ect area.

4
FIELD INVESTIGATION REPORT:
NORTH CAROLINA I)EPARTMENT OF TRANSPORTA'TION
DARE BRII)GE NO. 40 / 512 1208 (KITTY HAWK 12D.)
PAGE #3
Project Proposal
NCDOT proposes to replace the existing bridge and associated pedestrian walkway over Jean
Guite Creek along its existing alignment. The project involves replacement of the existing bridge
and related approaches with a single span precast concrete cored slab bridge supported by concrete
bents/pilings. The proposed bridge will be built on the existing alignment using staged construction,
which allows trafFic to be maintained during the project. The bridge will be completely demolished
and removed from the proj ect site utilizing DOT's "Best Management Practices for Construction and
Maintenance Activities".
The new bridge as proposed would be 65' in length and 40' in width, which would be
approximately 12' longer and 19' wider than the existing bridge. The new bridge is designed to
allow 5.5' of vertical clearance above the normal water level, which matches the existing bridge
clearance. Horizontal clearance will increase from the removal of two interior bents.
The new bridge deck will include a pedestrian pathway that will be tied into the pathway on
each side (east and west) of the new bridge structure. A steel sheet pile retaining wall will be
installed to retain the necessary fill allowing for the transition of the pedestrian pathway from the
bridge to the roadway. The retaining wall will be on the north side of the bridge and extend to the
east (100') and to the west (60'). The existing wooden cantilever pedestrian bridge/walkway will be
entirely removed prior to project completion.
The applicant has proposed to replace the approach structures to the bridge. The applicant has
proposed to excavate approximately 480 sq. ft. of existing roadway fill from beneath the eastern and
western end bent areas of the bridge to accommodate a longer bridge. The bases of the new bridge
are to be stabilized with Class II riprap. The riprap as proposed would be approximately 70' in total
length. The width� of the rip rap would be 8' —10' with all stabilization above NHW at the base of
the new bridge abutments. The bottom portions of the existing end bents up to an elevation of 1.0'
will be left in place.
The proposed project will require grading and widening of the existing roadway shoulder
sections to accomrriodate an additional 1' of asphalt surface on both lanes. The proposed roadway
will be two 11' paved travel lanes with varying shoulders. The wider lanes and shoulder and
shoulder improvements will require the replacement of two culvert crossings within the proj ect area
(Site 1 and Site 7). The culverts will be replaced utilizing DOT's "Best Management Practices for
Culvert Replacement". The existing culvert will be replaced with new concrete pipe culverts (2 @
36"x 46') on the same alignment at Site 7. A temporary coffer dam will be used to isolate/dewater
the work area during culvert installation. The existing culvert will be replaced with new concrete
pipe culverts (36"x 46') on the same aligmnent at Site 1. A temporary coffer dam will be used to
isolate/dewater the work area during culvert installation. The new culverts at Site 1 and Site 7 will
be buried one foot below streambed elevation. A rip rap embankment utilizing 2:1 slopes will be
used for stabilization from STA. 52 + 60 to STA. 55 + 00. Road shoulder fill will extend
approximately 3' to 6' into jurisdictional wetlands (Sites 4, 5, and 6) in order to establish a uniform
shoulder adjacent to the roadway.
The applicant has committed to construct the bridge with no deck drains over the surface
waters of the creek. The bridge has been designed to capture storm water runoff and divert it to the
shoulders of the road away from surface waters. Stortn water will be routed to outlets located on the
west side of the bridge and would allow for vegetated buffer conveyance prior to entering surface
waters.
The bridge replacement project would require the temporary relocation of an existing

:
.a
FIELD INVESTIGATIOl�T REPORT:
NO1�TH CAROLII�TA DEPARTll�IEN'I' OF TRANSPORTATION
DAR� BRIDGE NO. 40 / SR 1208 (KITTY HAWK RD.)
PAGE #4
---------------------------
overhead power line to accommodate construction of the proposed bridge. The power line will be
directionally bored for temporary relocation and placed back on aerial poles following bridge
construction completion. A 6" waterline and communication line will be directionally bored for
permanent relocation. The bores will be from high ground to high ground (east and west of bridge
alignment) and utilize two 15' by 15' bore pits within existing NCDOT right-of-way. Utilities will
be installed a minimum of 6 feet below the stream bed.
Anticipated Ianpacts
The proposed bridge would permanently shade a total of 2,600 sq. ft. of surface waters. The
fill activities related to this project would result in permanent impacts of 1,393 sq. ft. in Coastal
Wetlands and 741 sq. ft. in USACE Jurisdictional Wetlands. The proposed project impacts
approximately 1,612 sq. ft. of Coastal Wetlands and 3,659 sq. ft. in USACE Jurisdictional Wetlands
by Temporary Hand Clearing. Installation of the dual culverts at Site 7 will result in excavation
impacts to approximately 200 sq. ft. below NHW/NWL and fill impacts of approximately 42 sq. ft.
below NHW/NWL. The temporary/permanent relocation of the utility lines would result in no
impacts to jurisdictional features. Impacts to adjacent wetlands and waters have been avoided and
minimized through the use sheet pile retaining walls to retain the fill for the pedestrian walkway,
riprap embankments and the use of varying slopes.
The N.C. Division of Mitigation Services (DMS) has accepted responsibility for providing
mitigation for 0.032 acres of Coastal Marsh impacts as indicated in their acceptance letter dated
March 7, 2018.
The horizontal navigable opening under the bridge would increase with the removal of all
existing bents from the waterway. The vertical clearance under the proposed bridge would remain
identical to the existing bridge at 5.5'. A localized increase in turbidity can be expected during any
in-water construction activities related to the proposed project. The permit application states that
turbidity curtains can be used at Jean Guite Creek, during existing bridge end bent removal.
Pedestrian traffic will still be able to utilize the proposed bridge outside of vehicle lanes by
utilizing a design that incorporates a pedestrian pathway into the bridge structure and ultimately ties
into asphalt pedestrian lanes east and west of the bridge along SR 1208 (Kitty Hawk Rd.)
According to the permit application, the N.C. Department of Marine Fisheries and the N.C.
Wildlife Resource Commission reviewed the project site and determined an in-water work
moratorium from February 15 to September 30 is necessary due to Jean Guite Creek being
designated as an Inland Primary Nursery Area.
Vehicle and pedestrian traffic along SR 1208 (Kitty Hawk Rd.), and boat traffic in Jean Guite
Creek, would be impeded during the construction period of the project, however, the public is
expected to benefit upon completion of the project by the increase in the safety of the new structure
and roadway.
Submitted by: Greg Daisey — Elizabeth City District — April 19, 2018

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,�' �CMMP-1
A�PLICATION for
M�ior De�elopment Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
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Form DCM MP-1 (Page 2 of 6) � APPLICATION for '
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Major Development Permit '�
�AR � 2 2018
3. Project Location
County (can be multiple) StreetAddress m State Rd. #
Dare SR 1208 (from SR 1210 Bob Perry Rd - end of SR 1208 paved) SR 1208
Subdivision Name City State Zip
Kitty Hawk NC 27949 -
Phone No. Lot No.(s) (ifmany, attach additionalpage with list)
- - ext. , �
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank River Jean Guite 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 Currituck Sound
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.
Town of Kitty Hawk
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
200' 300000
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 aftach additional page with a list) 2-6 ❑NHW or �NWL
e. Vegetation on tract
Various roadside grasses on the maintained road shoulder. Beyond the maintained shoulder, there are forested areas
consist of typical coastal plain/eastern n.c. mixed pine/scrub forest. There are Bald Cyprus, Red Maple, Loblolly Pine, and
Sweet gum, with typical shrubs and herbaceous wetland plants bordering the tributaries. They are Wax-myrtle, Inkberry,
Smartweed, cattail, and various sed es. The coastal wetlands contain saw rass and iant cord rass.
f. Man-made features and uses now on tract
SR 1208 (Kitty Hawk Rd), Pedestrian path, Bridge # 40 and residential housing.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent land use is primarily single family residential and some conservation lands. There is a cemetery located at the end
of SR 1208 (Austin Cemetery), which will not be impacted by the project.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
NCDOT state ROW (Attach zoning compliance certificate, if applicable)
�Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. �Yes ❑No ❑NA
If yes, by whom? NCDOT - Cultural Resources
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA
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 availab/e)
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�� Form DCM MP-1 (Page 3 of 6) � APPLICATION for
�:,'� �������� Major Development Permit
n. Describe existing wastewater treatment
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o. Describe existing drinking water supply source.
Town of Kitty Hawk water line parallels SR 1208.
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial �Public/Government
�• ❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to improve safety along SR 1208 by widening the existing lanes from 10' to 11' lanes with
shoulder improvements. The wider lanes and shoulder improvements will also require the replacement of 2 culvert crossings
to accommodate the additional lane width. In conjunction with the roadway improvements, NCDOT plans to replace a bridge
structure # 40 over Jean Guite Creek, which has received defiecency ratings, qualifying it for replacement. The bridge
replacement will require the relocation of communication line, waterline and temporary relocation of a powerline. Following
the project completion, NCDOT will maintain this facility for transporation purposes, providing access for property owners in
this area of Kitt Hawk.
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.
This project will require grading and minor widening of the shoulder sections to accommodate an additional 1' of asphalt
surface on both lanes. At two locations, the widening improvements will require the replacement of culverts, identified as Site
1 and Site 7(CAMA jurisdiction). Site 1 is not considered to be within DCM jurisdiction, site 7 is considered a public trust
water by DCM.The culverts will be replaced using NCDOT bmp's for culvert replacement. Site 7 will be dewatered by
temporary coffer dam, to isolate the work area during culvert installation. The existing culvert at Site 7 is 2- 24 " X 40 '
aluminum pipes, which will be replaced with 2- 36" X 46' concrete culvert. This project also proposes the replacement of
bridge # 40 over Jean Guite Creek and the associated pedestrian walkway bridge. The bridge'will be replaced along the
existing alignment. In order to maintain access to properties located west of bridge # 40, the bridge will have to remain open
during construction, thus requiring staged construction. The existing pedestrian path will also be incorporated into the new
bridge deck and will be tied into the walkway on either side of the bridge. In order to accomplish this, a steel sheetpile
retaining wall, will be installed (northside) west and east of the bridge to retain the necessary fill, allowing for transition to the
pedestrian path. The steel sheet pile retaining wall will extend to the west 60' and to the east 100', as indicated on the
provided drawings.The new bridge will be replacing an existing 3 span 53 ft. X 21 ft. wide wooden structure with a single
span 65 ft. X 40 ft. precast bridge. The new bridge width, will also accommodate the pedestrian walkway, thus eliminating the
need to retain the existing cantalever pedestrian bridge. It will be removed in its entirety, along with the existing # 40 bridge
structure. There will also be a waterline, communication line relocation, along with a temporary overhead powerline
relocation. The waterline and communication line will be directionally bored for a permanent relocation, while the powerline
will be directionally bored for a temporary relocation and then revert back to aerial pole, following bridge completion. The
project will be built using cranes, excavators, backhoes, grading equipment, pavers, dump trucks and small equipement
associated with hi hwa /brid e construction.
d. List all development activities you propose.
Replacing an existing 3 span wooden bridge @ 53 ft. X 21 ft. with a new 1- span concrete bridge structure measuring 65 ft.
X 40 ft. Tie the bridge structure into an existing pedestrian path, via a sheetpile retaining wall transitioning to the existing
walkway. Widen SR 1208 from SR 1210 (Bob Perry Rd) to the end of SR 1208 paved surface (1 mile). The widening will
consist of 1' of additional asphalt on each lane and improved shoulder width. Replace 2 culverts as indicated on the provided
ermit drawin s. Relocate�a waterline, communication line and overhead owerline at brid e site # 40.
e. Are the proposed activities maintenance of an existing project, new work, or both? maintenance of an existing NC
highway by,replacement of a
deteriorating bridge structure and
improving safety along a 1 mile section
of SR 1208 by minor widening.
f. What is the approximate total disturbed land area resulting from the proposed project? 65,000 �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?
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Form DCM MP-1 (Page 4 of 6) APPLICATION for '
Major Development Permit '��'
h. Describe location and type of existing and proposed discharges to waters of the state.
There is existing runoff that occurs from the adjacent roadway surface and bridge deck. Proposed bridge will drain to the
roadway shoulders, outside of Jean Guite Creek jurisdictional surface waters. No deck drains will discharge into open
waters. The widening portion of the project will retain drainage along the grassed shoulder sections.
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 ❑No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional lnformation
!n 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 comp/ete. Items (a) —(fl 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.
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.
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Form DCM MP-1 (Page 5 of 6)
APPLICATION for
Major Development Permit
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 Nature Conservancy c/o Kate Jones
Phone No.
Address 983 W. Kitty Hawk Road
Kitty Hawk, NC 27949
Name Creative Ministries
Phone No.
Address P.O. Box 1603
Kill Devil Hills, NC 27948
Name Floyd Harris, Jr.
Phone No.
Address 5736 Lancelot Dr.
Virginia Beach, VA 23464
Name: David Jones
Address: 1079 Kitty Hawk Road
Kitty Hawk, NC 27949
Name: Clifton Perry
Address: 1122 W. Kitty Hawk Rd.
Kitty Hawk, NC 27949
Name: Aaron Seigler
Address: 1293 Prospect Place Apt # 5
Brooklyn, NY 11218
Name: Leslie Henley, Sr.
Address: P.O. Box 659,
Kitty Hawk NC 27949
Name: Gene Megerian
Address: P.O. Box 2563,
Asheboro, NC 27204
Name: Mark Perry
Address: P.O. Box 246,
Corolla, NC 27927
Name: Jean Smith
Address: 3056 Sherry Hill,
Sanford NC 27332
Name: Easternncremodel, LLC
Address: 307 Woodard Rd.,
Kitty Hawk NC 27949
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Form DCM MP-1 (Page 6 of 6)
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
APPLICATION for
Major Development Permit
dates.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by p�operty 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 expenc
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 tJ�at tf�e information provided in this application is truthful to the best of my knowledge.
/
Date �f%�d �� Print Name Clay Willis, Environmental Supervisor
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
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Form DCM MP-2
EXCAVATION and FILL
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(Except for bridges and culverts) �����`�i;,�
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.
nVY�iJ�i
Channel Rock (exclu ing
(NLW or Canal Boat Basin Boat Ramp Rock Groin Breakwater shoreline
_.. _.. . stabilization
Length
Width
Avg. E;
Depth
Final P
Depth
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1.: EXCAVATI,ON� �. � . _ , , � �� � � � � �
a. � Amount of material to be excavated from below NHW or NWL in
cubic yards. '
None
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CV1�, submerged aquatic vegetation (SA�, shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL �None
(ii) Describe the purpose of the excavation in these areas:
N/A
2. DISP03AL OF EXCAVATED
a. Location of disposal area.
� NCDOT approved waste site
NA NA
NA NA
' ❑This section not applicable
b. Type of material to be excavated.
d. High-ground excavation in cubic yards.
The old bridge abutments will be removed along with the
associated approach roadway fill.
. ,. .... -. .... .
JAL, � ����: , � �, ..
b. Dimensions of disposal area.
to be determined
c. (i) Do you claim title to disposal area?
❑Yes ❑No �NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh .
(CV1�, submerged aquatic vegetation (SA�, shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL �None
(ii) Describe the purpose of disposal in these areas:
❑This section not applicable
d. (i) Will a disposal area be available for future maintenance?
�Yes ❑No ❑NA
(ii) If yes, where?
Waste site will follow NCDOT reclamation procedure
f. (i) Does the disposal include any area in the water?
❑Yes �No ❑NA ,
(ii) If yes, how much water area is affected?
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3, SHOR�LINE ST�IBIUZATION .
(1f development is a wood:groin, use.MP-4— Structu[es) -
a. Type of shoreline stabilization:
❑Bulkhead �Riprap ❑Breakwater/Sill ❑Other: `
c. Average distance waterward of NHW or NWL: 0- the stabilization
is above the NHW mark at the new bridge abutments
e. Type of stabilization material: ������
Class II Rip-rap
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g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap None
BreakwatedSill Other
i. Source of fill material.
07'HE1�:FILL A
.
a. (i), Will fill material be brought to the site? �Yes ❑No ❑
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area Sites 4.5 & 6
(iv) Purpose of fill
Each site is parallel road shoulder fill, extending into the
wetlands 3-6 feet for parallel distances shown on the
plans.This fill will help establish a safer more uniform
shoulder adjacent to the roadway.
,, .:
5. GENERA�: _ . . ,
a. How will excavated or fill material be kept on site and erosion
controlled?
NCDOT Erosion Control Plan will be implemented, turbidity
curtains can be used at Jean Guite Creek, during existing
bridge end bent removal.
c. (i) Will navigational aids be required as a result of the project?
❑Yes �No ❑NA
(ii) If yes, explain what type and how they will be implemented.
❑This section not applicable
b. �Length: 70'
Width: 8-10'
d. Maximum distance waterward of NHW or NWL: 0- the
stabilization is above the NHW at the new bridge abutments
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.
Class II Rip-rap for stabilization around bridge abutments
"" ❑This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SA�, shell bottom (SB), or
other wetlands (WL)? if any boxes are checked, provide the
number of square feet affected.
�CW 0.032 ❑SAV ❑SB
�WL 0.017 ❑None
(ii) Describe the purpose of the fill in these areas:
road shoulder fill for the purpose of zstablishing a safer more
uniform road shoulder.
b. What type of construction equipment.will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Crane, Backhoe, excavator, grading equipment, asphalt paving
equipment and dump trucks.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes �No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
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Date , _
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ApplicanfiSignature
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Form DCM MP-5 �gaR 2 �
,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.
- . ... ,
1: BRIDGES � ` ' ` ''° " " � ' : : , .. pThis section nof applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial �Public/Government ❑Private/Community Jean Guite Creek
c. Type of bridge (construction material):
Concrete cored slab bridge with concrete piles and caps
e. (i) Will proposed bridge replace an existing bridge? �Yes ❑No
If yes,
(ii) Length of existing bridge: 53'
(iii) Width of existing bridge: 21'
(iv) Navigation clearance underneath existing bridge: 5_5'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge structure will be
removed
9• Length of proposed bridge: 65'
i. Will the proposed bridge affect existing water flow? ❑Yes �No
If yes, explain: .
k. Navigation clearance underneath proposed bridge: 5_5'
d. Water depth at the proposed crossing at NLW or NWL: �
2-5 feet
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 cuivert be removed?
(Explain)
h. Width of proposed bridge: 40'
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes �No
If yes, explain: navigational clearance will remain the same
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: n/a
waters? ❑Yes �No
If yes, explain:
. _
2. CULVEI4TS . ,. �_ ❑This section not applicable
a• Number of culverts proposed: 2 culverts - Permit Site 1(non- b. Water body in which the culvert is to be placed:
CAMA) & Permit Site 7(CAMA) CAMA jurisdictional culvert replacement is in unnamed
tributary at permit site # 7
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� Form continues on back>
c. Type of culvert (construction material):
2@ 36 inch X 46 ft. - Reinforced Concrete Pipe
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes �No �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: 46 ft.
h. Height of the top of the proposed culvert above the NHW or NWL.
2-4 inches
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes �No
If yes, explain:
If yes,
(ii) Length of existing culvert(s): 40 ft
(iii) Width of existing culvert(s): 2 24"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 0 inches
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the existing culvert will be removed
9• Width of-proposed culvert: 36 inch
i. Depth of culvert to be buried below existing bottom contour.
1 ft.
k. Will the proposed culvert affect existing water flow?
�Yes ❑No
If yes, explain: Increased pipe diameter, should improve
drainage and allow for more'circulation through the Jean
Guite Creek system.
. . , ., . , ._.
3, EXCAVATION and FILL .` � , �' : � ' ,; �� `: : : � ❑This section not applicable
a. (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: 20
(iii) Avg. width of area to be excavated: 10
(iv) Avg. depth of area to be excavated: 2 ft.
(v) Amount of material to be excavated in cubic yards: 14
(culvert site # 7)
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b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CV1�, 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
❑WL �None
(ii) Describe the purpose of the excavation in these areas:
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c. (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: 40'
(iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 6'
(v) Amount of material to be excavated in cubic yards: 106
(removed from existinq bridqe end bent areas to
accommodate the lonqer bridqe - shown on brid4e
rofile
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: NCDOT approved waste site
e.
9•
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(ii) Dimensions of the spoil disposal area: TBD
(iii) Do you claim title to the disposal area? ❑Yes �No (Ifno, attach a lettergranting 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 ❑WL ❑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.
(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: 6'
(iii) Avg. width of area to be filled: 7
(iv) Purpose of fill: New culvert is 6 ft. longer than the
existing 40 ft. culvert
(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: 100'
(iii) Avg. width of area to be filled: 10'
(iv) Purpose of fill: Bridge approach fill for the roadway
along the upland shoulders
4.'. GENERAL - , , , �
a. Will the proposed project require the relocation of any existing
utility lines? �Yes ❑No
� If yes, explain: There is a waterline, communcation line
f. (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 (SA�, shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL �None
(ii) Describe the purpose of the excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes �No
If yes, explain:
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and power line that will need to be relocated within the
existing road shoulder at the bridge site. The powerline
will be temporarly relocated (bored) during the bridge
replacement, and then replaced back above ground,
following project completion. The water line and
communciation line, will be directional bored as
illustrated on the permit drawing, and remain in their
new bored locations. The bore will be from high ground
to high ground and no jurisdictional impacts will result
from these relocations.
If this portion of the proposed project has already received
approval from local authorities, p/ease attach a copy of the
approval or certification.
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< Form continues on back>
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.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Crane, Backhoe, Excavator, Grader equipment, dump
trucks and paving equipment
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? �Yes ❑No
If yes, complete form MP-2, Seciion 3 for Shoreline
Stabilization only.
. . . � � ��- . .
Date �, � � _ .
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�Project Name ' - � � , �
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Applicant Name f� '
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Applicant Signature
NCDOT will have an approved erosion control plan, which
will be installed and maintained during the life of the
project.
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes �No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
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� R-5738 Kitty Hawk Rd Improvements & Bridge 40 Replacement
Dare Gounty Quad Name Kitty Hawk
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'-5738
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PERMIT DRAWING
SHEET 1 OF 17
CLEARING ON THIS PROJEQ SHAIL 9E PERFORMED
TO THE LIMITS ESTABLISHED BV MEfFiOD II.
GRAPHIC SCALES
50 15 0 50 100
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PLANS
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PROFILE (HORIZONTAL)
10 5 0 10 20
DESIGN DATA
A�T 2012= 930
ADT 2036=
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D = %
T = 7% '
V = MPH
'(TTST=% + DUAL=%)
FUNC CLA55 =
LOCAI
SUBREGIONAI TIER
WETLAND AND SURFACE WATER IMPACTS PERMIT
PROfECT LENGTH
LENGTH ROADWAY PROJECT = 1.091 MILES
LENGTH STRUCTURES PROJECT = 0.012 MILES
TOTAL LENGTH PROJECT = 1.103 MILES
NCDOT CONTACT:
BARRY HOBBS, PE
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R/GH7 OF WAY DATE:I DEAN D. HATFIELD, PE
AUGUST 15, 2017 PRo�ecr sxcnvrsr
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1001 Wade Avenue, Sulte 400
Raleigh, NC 27fi05-3322
License No.; F-0860

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License No.: F-0B60

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WETLAND AND SURFACE WATER IMPACTS SUMMARY
Existing Existing
Permanent Hand
Permanent Fill In Hand Hand Clearing in
Permanent Fillln Surface
Fill In Coastal Water Clearing in Clearing in Surfaee Permanent Temp. Channel Channel Natural
Site Station Structure 404 Wetland Wetland Wetland 404 Coastal Water SW SW Impacts Impacts Stream
No. (From/To) Size / Type (ac) (ac) (ac) Wetland Wetland Wetland impacts impacts Permanent Temp. Design
ae ac ac (ac) (ac) (ft) (ft) (ft)
1 33+g4_3q+52-L- RT 0.0050 0.0150
34+67-L- 36" RCP / IMPERIOUS DIKES 0.0050
p 40+67-41+50-L-LT 0.0024 0.0260
3 43+27-43+70-L-LT RETAINING WALL 0.0020 0.0170
4 43+46-44+77-L-RT - 0.0200 0.0110
5 45+g0-46+91-L-LT 0.0060 0.0160
6 52+74-53+61-L-LT 0.0060 ' 0.0100 0.0090
7 54+54-L- 36" RCP / IMPERIOUS DIKES 0.0040 0.0048
8 62+38-62+55-L-RT 0.001 S 0.0170
9 62+98-63+57-L-RT 0.0018 0.0090
TOTALS': 0.0170 0.0320 0.0000 0.0840 0.0370 0.0188
'Rounded totals are sum of actual impacts
NOTES:
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WBS Element: 50996 3 1-{� �' TIP Number: R.5738 . � Pro'ect T pe: Bnd e:Re lacement __ : Date: 9_11;5l2017
NCDOT Contact: Ba'` Ho6bs - = :' Contractor / Desi ner: R0..Odell � � _
Address. NGDOT Diviston 1�`� � - - Address 1001i/Vade Avenue Swte 40b = -- _
_ .
. 113'Airport Dn�e Suite 10Q=;° : -, � ; • _: � - Raleigh NG�27605 .-= -_ - . --_ .
� •:.. - : - - __ - - -
-:_ .- � - , . - ,
Edenton, N_C 27932,- _ - _ �- � -� ._ - -
Phone 252=482-1862, _ ::: ... �.: . . . . ' " " . _� . `.. Phone 919:866-44:12 - - _
� Email. bhobbs nedot ov-. " Email. rodell louisbe e�:com , �, ' � � - _ -_
: .�_. ,:- :. .. ... - - - -
_ ... ,
,.
Ci /Town: Ki Havvk �_:: ' _ '-; Coun (ies): ` Dare _ � - _ - - -
River Basin(s): _ +Pas uo.tank �� '= : CAMA Coun ? Yes
Wetlands within Project Limits? � Yes-_
._ .
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Pro"ect Len th (lin. miles or feet): �,' . _ ; � 1' 103miles , _ �: . •._ � Surroundin Land Use: Residental �°_� .^° -�: _ _ _ -
,! -'.✓ '� Y- �.. _ � -�., r ,i; vi .-..�� J',�: yv �r �i; .,� s i.��., r+s. s .� z -_,.; _ . .�, .�-.• 'F
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Pro'ect Built-U on Area (ac.) - - , 31_, __ ; ac. - _ . �3 3 -� ,- � _ ac.
. _ .. . .
iypical Cross Section Description: Propose.d section is, ,2 19 `paved lanes with, varying_ shouldets `.: . Existmg�section is,2 10 paved lanes with varying�stioulders: -.: ' `,_,
._.. . _ .,_. ._.
Annual Av Dail Traffic veh/hr/da " ' ��" -•
9 Y � Y)� Desi n/Future �:: _ .: - aN/A , ` : =, Year. , � =:_. :- Existin : :. •- .. _�. . - `'.930 Year. . 2012:-_ ".
. . .:. -.--..,.._. ._.....__ _ ,.: -, __ _ __ - -
General Pro ect Marratrve: The, u ose ofthis.; roectis_to re IaceBnd e,No:.27004.0_located`:on,SR.1208 est"Ki � Hawk Road oven Jea`p�Guite_Creek The.existing.structure,,:isa3.span,53 (TOL):' _:
1 , . P rP .._ .__P 1 __._, .,:P. ;- , 9 . ,, . . _,- .. M� ; ttY : ) - - - - - , - -
� .- , , , .
, ._ . . .
. . . ._
. _, .;
�Descri tion of Minimization of Water The' eo osed repiacement is a single span 65 cored slab' bridge w.ith_sloping abutments.�The existing roacJway conSists appro�amateEyof`2-10' paved Janes`with varying _ �_:
P p- p -. : = - . : - = - -
- - - _ - - ? "�i�'`
� Ider widths. Ttie �ro ` osed roadwa .im `�ro'v.emen#s a�e 2 11 ' aved'lanes vintFi va n-slioulder:widths''.The exisfin d�aina e"attems:will ;be rnaintained and;rynoff_�nn. .be._
Quality Impacts) shou P P__., Y P _ A. _M 9.- - -- _ 9. 9 P. , _ _.
discharged "as far from the_stream as practicable throughoutthe c�nstruction process and:final complet�on F� -, _ __ ,.- _ -_
- -.
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SurFace Water Bod 1 : - ._ �. � - Ki Hewk Ba .' - �' ` �- , � NCDWR Stream Index No.: , _ � - _: ;� : , . 30-1-17 -
NCDWR SurFace Water Classification for Water Body Prima Classification: -� Class SG_, - � - � � '
� Sup lemental Classification: - None = � - - -
-- • - -
Other Stream Classification: None. , _ - - .- . . � ` . . '-' - ' - � : - .
. _ . .. _ __ _ - - � -
Im airments: - None _ - - � . �
. _ . . -. . . -.
Aquatic T�E Species? . No - _ Comments: : ' _ ' -_ _ - _
NRTR Stream ID: N/A. .. . - � - ., -� � . . ' - . Buffer Rules in Effect: N/A' -
Pro'ect Includes Brid e Spannin Water Bod ? Yes _. -' Deck Drains Dischar e Over Buffer? N/A . � Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? IVo„ :. (If yes, provide justificatior in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
r�