19990817 Ver 1_Complete File_19990716

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
A ??
NCDENR
September 2, 1999
Dare and Hyde Counties
DWQ Project # 990817
APPROVAL of 401 Water Quality Certification
Mr. William Gilmore, P.E., Manager
Project Development and Environmental Analysis
North Carolina Department of Transportation
PO Box 25201
Raleigh NC 27611-2501
Re: Guardrail improvement project for US 264 from Manns Harbor to West of Englehard in
Dare and Hyde Counties, Federal Aid Project No. STP-264(10), State Project No.
8. 1051901, COE Action ID 199910390TIP No. R-3838 and R-3839.
Dear Mr. Gilmore:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 3.0 acres of wetlands for the purpose of constructing the above referenced project. The
proposed project should be constructed as described in your application dated July 20, 1999. After
reviewing your application, it is our determination that your proposed activities are covered by General
Water Quality Certification Number 3197. Certification 3197 corresponds to Nationwide Permit Number
23 issued by the Corps of Engineers. Prior to initiating any work in jurisdictional areas you should obtain
the necessary permit(s) from the Corps of Engineers as well as any other federal, state or local permits,
including (but not necessarily limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 permit expires, unless
otherwise specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. Since the proposed fill will be placed in greater than one
acre of jurisdictional wetlands, compensatory mitigation is required as described in 15A NCAC 2H .0506
(h) (6) and (7). ). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
Based on the information provided in your July 20, 1999, 6 acres of mitigation for impacts to
jurisdictional wetlands is required for the proposed project. We understand that you have
chosen to purchase 6 acres in wetland credits from the Scuppernong River Corridor Wetland
Mitigation Bank. No work within waters or wetlands are authorized by this permit until the
bank sponsor has verified that payment has been made in accordance with Condition A in the
404 permit issued by the Corps of Engineers for this project.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100, post-consumer paper
10

If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, P.O. Box 217447, Raleigh, N.C. 27611-7=147.
This certification and its conditions are final and bindin,T unless you ask for a hearing.
If you have any questions, please contact John Dorney at 919-733-9646.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
Sincerely.
1
e T. Steve
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CAncdotmP R-3838\wgc`.990817wgc.doc
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVENOR SECRETARY
July 20, 1999
John Hennessy, Highway Projects Coordinator
N. C. Department of Environment.
And Natural Resources
Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dear Mr. Hennessy,

}
SUBJECT: Section 401 water Quality Certification for the proposed safety improvements to
US 264 from Mann's Harbor to Engelhard, Dare and Hyde Counties; TIP Nos. R-
3838 & R-3839; State Project No.. 8.1051901; Federal Aid Project No. STP-
264(10)
The Department has recently applied to the Division of Coastal Management for a
CAMA Major Development permit for the subject project. A copy of that application and related
exhibits, as well as a check in the amount of 5200.00 for the Section 401 Water Quality Permit
application is enclosed. The Department has also received approval from the U SACE for this
project. A copy of the Nationwide Permit issued by the USACE is included for reference.
Your assistance in expediting the issuance of the 401 certification for this project will be
appreciated. Thank you for your assistance with this matter. Please call me if you have any
questions or concerns.
Sincerely,
D. R. Conner, P. E.
Division Engineer-Division One
T. Lindsey Riddick, Jr.
Division Environmental Officer-Division One
CC: M. R. Turner
P. O. Box 850 Edenton, NC 27932 [phone] FAX: (252) 4S2-8722

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID N1cCOY
GOVERNOR SECRETARY
June'-'-I, 1999
North Carolina Department of Environment
and Natural Resources
Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City. North Carolina 28557
ATTENTION: Mr. Charles Jones. Asst. Director
SUBJECT: CANIA Major Development Permit Application for the Proposed Safety
Upgrade of US 264 between Gateway and Engelhard; TIP Nos. R-3838
(Dare County) and R-3839 (Hyde County); State Project No. 8.1051901;
Federal Aid Project No. STP-264(10)
The Department of Transportation (Department) proposes to undertake safety
improvements to US 264 from Gateway, near Manns Harbor, to Engelhard. The
proposed work includes widening of shoulders on both sides o -.,:'the roadway, the addition
of 2 feet of asphalt pavement on either side of roadway and the installation of metal
guardrail between the canal and roadway. The pavement has already been expanded
between Stumpy Point and Gateway, hence the proposed improvements in this section of
roadway will be limited to shoulder enhancement on the side of the roadway adjacent to
the canal only, and installation of guardrail in the improved shoulder zone. These
improvements will result in 22 feet of pavement (10-ft wide travel lanes and 1-ft wide
paved shoulders) in lieu of 18 feet of pavement on the existing roadway. Following
completion of the proposed safety upgrades. the highway- will receive a uniform overlay
of asphalt. As suggested above, the section of the project between Gateway and Stumpy
Point will not involve impacts to wetlands. waters or other jurisdictional resources. All
work will be limited to high ground within the existing right of way. Consequently, this
application and all relevant documentation relates specifically to the proposed
improvements between Stumpy Point and Engelhard.
The Department has gone to great lengths in its planning and design efforts to ensure that
the proposed improvements will result in only minimal impacts to natural systems
including wetlands and the roadside canal. Proposed shoulder dimensions will be 5-6
P.O. Box 850, Edenton, NC 27932 [phone] Fax: [phone]
.
Page 2
June 24, 1999
Charles Jones
feet in width, including 1 foot of pavement on either side of roadway. This represents the
narrowest shoulder dimension permissible for guardrail sections.
The proposed improvements will impact Public Trust Waters at 6 different sites,
including 3 sites between Stumpy Point and Long Shoal River, and 3 sites between Long
Shoal River and Engelhard. You will note from the enclosed cross-sections that the
encroachments into the canal at each impact site will be relatively minor in terms of
reduction of canal surface water. The proposed roadway improvements will not preclude
traditional Public Trust access to the canal.
Wetland impacts are limited to narrow (from < 1' to Y widths) linear strips immediately
adjacent to the existing toe of the roadway. As discussed with your staff previously,
precise quantification of the impacts would require a massive location/survey effort. The
Department measured impacts at more than 300 sample transects selected at random
between Stumpy Point and Engelhard. Only 41 of the measured transects actually
indicated that impacts to the wetland fringe would probably occur, resulting in
encroachments into the wetland fringe at the toe of the existing fill slope. In every
instance, the projected impacts will ranging between a few inches to less than 2 feet in
width. Furthermore, all of the 41 transects which confirmed the likelihood of impacts to
wetlands are located within 15 miles of Engelhard. As a result of these data, and in the
absence of "hard" quantifications, the Department is comfortable with overstating
wetland impacts as 3.0 acres. This is done in order to assure the regulatory agencies that
the Department is willing to place a proper value on an important resource. The
Department estimates that no more than half of the impacts will involve areas dominated
by coastal wetland species. Note that if you examine the 3.0 acre value you will find that
it represents a theoretical impact area equivalent to a 3.0-foot wide X 25-mile long strip
of land.
The U.S. Army Corps of Engineers (USACE) concurred with this approach to providing
a fair, but overstatement of wetland impacts. The USACE recently approved the
Department's proposed action under Nationwide 23, conditioned on the Department's
purchase of 6 credits (acre-equivalents) from a commercial wetland mitigation bank in
Tyrrell County. It is hoped that the Division of Coastal Management will concur with the
proposed mitigation. However, the Department is prepared to discuss the matter further.
In addition to the proposed roadway improvements described above, the Department has
identified two culvert crossings in Hyde County, which will require modifications prior to
the final resurfacing of US 264. One of the sites is located +/- 4.5 (road) miles south of
Long Shoal River. Culverts which discharge water from the pumping station are badly
corroded. The second site is located /- 1.6 miles south of the pumping station. The
existing pipe culverts at this second site are corroded, but will not be removed or
replaced. Instead, since it has been determined that hydraulic conveyance is not required
at this site, the old pipes will be filled by pumping them full of a concrete material.

Page 3
June 24, 1999
Charles Jones
The enclosed application forms (NIP-1. MP-2, NIP-3 and MP-S), vicinity maps, site plans
and cross-sections, as well as a check for S250.00, copies of letters and forms sent to
adjacent riparian landowners, and a copy of the USACE Section 404 authorization is
enclosed for your review and consideration. Green cards confirming receipt of
letters/forms by the adjacent riparian landowners will be forwarded to your Washington
District Office when they are received.
In order to facilitate the processing and review of this application package, the
Department assumes that the Washington District will be the designated regulatory office
for the project. Please advise me if you decided to handle the project differently. Your,
assistance in expediting issuance of public notice, agency notifications and completion of
bio-reports will be appreciated. There is a growing urgency that the proposal be approved
at the earliest opportunity. I will keep you informed of developments in that regard. This
office will assist your Raleigh permit staff in any way deemed appropriate in order to
encourage review/commenting agencies to remit timely comments.
Please call me should you have any questions or comments. Lindsey Riddick, the new
Division 1 Environmental Officer will be assigned the project following acceptance of the
application by your Washington District office. Lindsey can be reached at this office.
Thank you for your time an d cooperation.
Sincerely. zzM. Randall Turner. Senior Environmental Officer 770 r,,11 I
Project Development & Environmental Analysis Branch
Enclosures
Cc: T. Lindsey Riddick, Jr., Division Environmental Officer, NCDOT
D. R. Conner, P.E., Division Engineer, NCDOT
William D. Gilmore, P.E., PD&EA Branch Manager, NCDOT
Michael F. Bell, P.W.S., Regulatory Manager, USACE
Terry E. Moore, District Manager, NCDCM

Page 3
June 24, 1999
Charles Jones
The enclosed application forms (MP-1. MP-2, MP-3 and MP-5), vicinity maps. site plans
and cross-sections. as well as a check for $20.00, copies of letters and forms sent to
adjacent riparian landowners. and a copy of the USACE Section 404 authorization is
enclosed for your review and consideration. Green cards confirming receipt of
letters/forms by the adjacent riparian landowners will be forwarded to your Washington
District Office when they are received.
In order to facilitate the processing and review of this application package, the
Department assumes that the Washington District will be the designated regulatory office
for the project. Please advise me if you decided to handle the project differently. Your
assistance in expediting issuance of public notice, agency notifications and completion of
bio-reports will be appreciated. There is a growing urgency that the proposal be approved
at the earliest opportunity. I will keep you informed of developments in that regard. This
office will assist your Raleigh permit staff in any way deemed appropriate in order to
encourage review/commenting agencies to remit timely comments.
Please call me should you have any questions or comments. Lindsey Riddick, the new
Division 1 Environmental Officer will be assigned the project following acceptance of the
application by your Washington District office. Lindsey can be reached at this office.
Thank you for your time and cooperation.
Sincerelv.
M. Randall Turner, Senior Environmental Officer
Project Development & Environmental Analysis Branch
Enclosures
Cc: T. Lindsey Riddick, Jr., Division Environmental Officer, NCDOT
D. R. Conner. P.E., Division Engineer, NCDOT
William D. Gilmore. P.E.. PDREA Branch Manager, NCDOT
Michael F. Bell. P.W.S., Regulatory Manager, USACE
Terry E. Moore. District Manager, NCDCM

Page 3
June 24, 1999
Charles Jones
The enclosed application forms (MP-1, MP-2, '110-3 and MP-5), vicinity maps. site plans
and cross-sections, as well as a check for $250.00, copies of letters and forms sent to
adjacent riparian landowners, and a copy of the USACE Section 404 authorization is
enclosed for your review and consideration. Green cards confirming receipt of
letters/forms by the adjacent riparian landowners will be forwarded to your Washington
District Office when they are received.
In order to facilitate the processing and review of this application package, the
Department assumes that the Washington District will be the designated regulatory office
for the project. Please advise me if you decided to handle the project differently. Your .
assistance in expediting issuance of public notice, agency notifications and completion of
bio-reports will be appreciated. There is a growing urgency- that the proposal be approved
at the earliest opportunity. I will keep you informed of developments in that regard. This
office will assist your Raleigh permit staff in any way deemed appropriate in order to
encourage review/commenting agencies to remit timely comments.
Please call me should you have any questions or comments. Lindsey Riddick, the new
Division 1 Environmental Officer will be assigned the project following acceptance of the
application by your Washington District office. Lindsey can be reached at this office.
Thank you for your time and cooperation.
Sincerely.
M. Randall Tumer. Senior Environmental Officer
Project Development & Environmental .-knalysis Branch
Enclosures
Cc: T. Lindsey Riddick, Jr., Division Environmental Officer. NCDOT
D. R. Conner, P.E., Division Engineer, NCDOT
William D. Gilmore. P.E., PD&EA Branch Manager, NCDOT
Michael F. Bell, P.W.S., Regulatory Manager, USACE
Terry E. Moore, District Manager. NCDCN1
Form DCM-INIP-1
APPLffCATffON
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 850
City Edenton
State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
NameM.Randall Turner, SeniorEnvirotunental Officer
Address P.O. Box 850
City Edenton
Zip 27932 Day Phone [phone]
Fax [phone]
c. Project name (if any) Safety Improvements to
US 264 (R-3838 and R-3839)
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
State N.C.
b. City, town, community or landmark
Stumpy Point. Engelhard
c. Street address or secondary road number
US 264
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound, Stumpy Point
Bav. Long Shoal River. Waupopin Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Improve (widen) road shoulders: add 2 feet of
pavement to each side of roadway: add metal
guardrail wherever canal occurs
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose: To prevent fatalities
from drownim! of vehicular occupants in canal;
USE: Public transportation; METHODS OF CONSTRUC
ION: Standard roadway Kadin and guardrail
installation methods; DAILY OPERATIONS:
Convevance of vehicular traffic
a. County Dare and Hvde (Stumpy Point to
Engelhard)
Form DCINI-INIP-1
P , A L ?
P T'ATaON
(To be completed by all applicants)
b. City. town, community or landmark
1. APPLICANT Stumpy Point. Engelhard
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 850
City Edenton
State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
NameM.Randall Turner. SeniorEnvironmental Officer
Address P.O. Box 850
City Edenton
State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
c. Project name (if any) Safetv Improvements to
US 264 (R-3838 and R-3839)
NOTE: Permit will be issued in name of landowner(s). and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
c. Street address or secondary road number
US 264
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek. sound, bay) Pamlico Sound. Stumpy Point
Bay, Long Shoal River. Waupopin Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and, or filling activities.
Improve (widen) road shoulders: add 2 feet of
pavement to each side of roadway: add metal
guardrail wherever canal occurs
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose: To prevent fatalities
from drowning of vehicular occupants in canal;
USE: Public transportation: NfETHODS OF CONSTRUC
ION: Standard roadway grading and guardrail
installation methods: DAILY OPERATIONS:
Convevance of vehicular traffic
a. County Dare and Hyde (Stumpy Point to
Engelhard)

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above N1HW or
NWL +/- 2-5 feet above N'YVL
d. Soil type(s) and texture(s) of tract
varies but most all soils in construction zone
from borrow pits
e. Vegetation on tract varies but mostly herbaceous.
includes coastal species (Tvpha, Cladium.
Spartina) in areas
f. Man-made features now on tract US 264, canal
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Dare Conservation Transitional
Developed Dare Community
Hvde Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? DOT Archaeologists & SHPO
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? No
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial commercial effluent, "wash
down" and residential discharges.) Surface run-off
from roadway and shoulders
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL LN-FORMATION
In addition to the completed application form, the
following items must be submitted:
® A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims tide, plus written permission
from the owner to carry out the project.
O An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
®A list of the names and complete addresses of the
adjacent waterfront (riparian) lando`vners and
signed return receipts as proof that such owners
1,nva ,. n;.,P.t n rnnv of the annlication and Alats
Form DCM4v1P-1
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
(See Attached Page)
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
v A list of previous state or federal permits issued for
work on the project tract. Include permit numbers.
permittee, and issuing dates.
N/A
o A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
o A signed AEC hazard notice for projects in
oceanfront and inlet areas.
O A statement -of compliance «4th the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PEPNYUSSION
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 conditions
and restrictions contained in the permit.
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certif%- 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.
This is the 24th day of June , 1999
Print Name NI.Randall Turner. Senior Envir. Officer
Sianature
Landowrer or.4whori_-ed Agent
Please indicate attachments pertaining to your proposed
project.
1 DCM MP-2 Excavation and Fill Information
Y DCM MP-3 Upland Development
DCM MP-4 Structures Information
Y DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
V
Supplement to NIP-1, 5.
LIST OF ADJACENT RIPARIAN LANDOWNERS
Item Riparian Landowner Address Project
1. Mattamaskeet Hunt Club P.O. Box 2066 R-3839
Greenville, NC 27836
2. C. Gilbert Gibbs P.O. Box 39 R-3839
Engelhard, NC 27824
3. Calvin Blythe Davis Route 1, Box 157A.A R-3839
Swan Quarter, NC 27885
4. Pamlico-Eco Management 5172 Blulaschi Drive R-3839
Powder Springs. GA 30073
5. U.S. Dept. of Interior P.O. Box 1969 R-3838
Manteo, NC 27954
6. Rich, Rich & Rich 1468 Carolina Avenue R-3838
Washington, NC 27889
7. Paynor Leverne Twiford P.O. Box 45 R-3838
Stumpy Point, NC 27978
Riparian Site
Pump Station Culverts
Pump Station Culverts
Cross Pipes
Canal Impact Site B
Canal Impact Site A
Pump Station Culverts
Cross Pipes
Canal Impact Sites A, B, C
Canal Impact Site C
Canal Impact Site C
Form DCNI-NIP-2
IE?cCAVV ATION
AND ]FALL
(Except bridges and culverts)
Attach this form to Joint Application for CA--\Lk Nlajor
Permit, Form DCNI-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Emsting Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other 4,300' /- 6' =!- 1.6'
(Excluding
shoreline
stabilization)
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NIN-L in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _ No
d. High ground excavation in cubic yards
2. DISPOSAL OF EXCAVATED N/A
NL-kTERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If ves, where?
Form DCM-iIMP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance water-ward of MHW or NWL
d. Maximum distance water-ward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
9.
Amount of fill in cubic yards to
water level
(1) Riprap
(2) Bulkhead baclcfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
be placed below
If Yes,
(1) Amount of material to be placed in the
water +/- 270 cubic yards Class VII
granite stone (up to 3' diameter)
(2) Dimensions of fill area varies in each of
the 6 impact areas
(3) Purpose of fill expansion of roadway fill
slope
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If ves,
(1) Dimensions of fill area (up to) 3 acres
1-3 ft NNide X (up to) 25 miles long
(2) Purpose of fill roadwav fill slopes
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fencin- and use of
best management practices
b. What n-pe of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Backhoe motor grader. farm tractor. dump
trucks
c. Will wetlands be crossed in transporting equipment
to proiect site? Yes X No
If yes. explain steps that will be taken to lessen
environmental impacts.
NI.Randall Turner. Senior Environmental Officer
Applicant or Pro'ect Name
Siznature
June 24. 1999
Date
Form DCINI-NIP-3
UILDILAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for C.A.MA Major
Permit, Form DCM-;VIP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed expansion of roadway
shoulders. including 4 ft of pavement + guardrail
b. Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. +i- 91.6 acres
(25.2 miles Y 30 feet of disturbance)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activin- begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X* No
If yes, date submitted
*NCDOT is self-regulating by delegation from DLQ
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
Give the percentage of the tract within 7: feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. +/- 18.3 %
h. Projects that require a C.A.MA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environ-mental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described
received state or local approval?
,Arrach appropriare docunentarion)
in Item i. above
N/A
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater. industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff from roadway surfaces
1. Describe proposed drinking water supply source
(e.g. well. commun:ry, public system, etc.)
N/A
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is an oceanfront development, when
was the lot(s) plattei and recorded? N/A
M.Randall Turner. Senior Environmental Officer
.applicant Project Fame
gib azure
June 24. 1999
Date
Form DCNI-MP-5
lD'3 R I D G 11 O-,S A N D
CULVERTS
Attach this form to Joint Application for CA.NIA Major i
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project. J
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If Yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
es,
If Y-
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or N«'L
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
Height of proposed bridge above wetlands
Will the proposed bridge affect existing water flow?
Yes No
If yes. explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducir.J or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
conce..ing their approval?
Yes No
If yes. please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
canal tributarv to Lone Shoal River
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
corrugated aluminum pipe (43")
d
Will proposed culvert replace an existing bridge?
Yes Y No
if yes.
(1) Length of existing bridge
Form DCM-INIP-5
(2) Width of existing bridge
(3) Navigation clearance underneath existinJ
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
X Yes No
If Yes,
(1) Length of existing, culvert 40 +/- 72'
(2) Width of existing culvert 4a 48"
(3) Height of the top of the existing culvert above
the N1HW or NWL +/-02-0.8' above NINT
(4) Will all, or a part of, the existing culvert be
removed? (Explain) All -i existing culverts
will be removed and replaced with 2 pipes
f. Length of proposed culvert 2Q +/- 33'
g. Width of proposed culvert 20 43"
h. Height of the top of the proposed culvert above the
MHW or NWL + /- 0.3'
i. Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain flows will be accelerated through
two pipes in lieu of four
j. Will the proposed culvert affect existing navigation
potential? - Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvea
require any excavation below the NIHW or N-WL?
X Yes No
If yes,
(1) Length of area to be excavated +/- 60'
(2) Width of area to be excavated 1-221
(3) Depth of area to be excavated --1-3.91
(4) Amount of material to be excavated in cubic
yards +/- 200 cubic vards
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material :o be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highgound excavation?
X Yes No
If yes.
(1) . Length of area to be excavated +/- 60'
(2) Width of area to be excavated -/- 22
(3) Amount of material :o be excavated in cubic
vards +/- 200 cubic vards
If the placement of the bridge or culvert involves
any exzavauon, please complete the following:
(1) Location of the spoil disposal area
at least half material to be used as back-
fill ... remainder to be wasted at site to be
identified in the future *
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
he owner.
(4) Will the disposal area be available for future
maintenance? Yes No
(5) Does the disposal area include any coastal
:wetlands marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
he MH«' or N-WL' Yes X No
If yes, give dimension if different from No. 2
above.
" See Attachment for (2) through (6)
-. Will the placement of the croposed bridge or culvert
result in any rill (other than excavated material
descr.`ced in Item d. above) to be placed below
]iMV or ''L' X Yes No
If yes.
(1) Length of area to be filled +/- 60'
(2) Width of area to be :filled +/- 22'
(3) Purpose of fill clean backfill for culverts
b. Will the placement of the proposed bridge or culvert :. Will e placement of the proposed bridge or culvert
require any excavation within:- No result in any till (other than excavated material
.,,...,....a- CA V, n.ti„r w??i?? ?dPt??,zd in Item d. above) to be placed within: No

Form DCIN1-INIP-S
(1)
(2)
(3)
a
4. GENERAL
a. Will the proposed project involve any mitigation'
X Yes No
If yes, explain in detail 6 acres (2:1 ratio) is being
Purchased from Tvrrell County wetland
mitigation bank
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary-detour structures?
Yes X No
if yes, explain in detail
d. Will the proposed project requir_ any work
channels? Yes X No
If yes, complete Form DChI-MP-2
Note: Coffer dam (impervious dike) will be installed
to dewater site prior to excavation, etc. (see site
drawings)
e. How will excavated or fill material be kept on site
and erosion controlled? Implementation of
NCDOT's best management practices
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
Length of area to be filled
Width of area to be filled
Purpose of fill
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
highground? X Yes No
If yes,
(1) Length of area to be filled - 60'
(2) Width of area to be filled - '- 22'
(3) Purpose of fill backfill for culverts
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will ;he placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes. explain in detail Class B (up to 12"
diameter) granite rip rap will be installed along
adjacent shoreline and as lining of portion of
canal bottom to prevent erosion during discharges
from pumpirL station
M.Randall Turner, Senior Environmental Officer
Applicant or oject Name
i
i e
June 24. 1999
Date
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
=o. BCX 18.0
WILMINGTON. NCRTH CARCUNA 284C2•'890
:N REPLY REF E,-70 Jure 11, 1999
Regulatory Division
Subject: Action ID No. 199910390 and Nationwide Permit .No. 23 (Approved
Categorical Exclusions)
Mr. William D. Gilmore. P.E., Manager
North Carolina Department of Transportation
Planning and Environmental Branch
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
Reference your Categorical Exclusion Dccument. dated December 7. 1998, and
subsequent correspondence dated February 14, 1999. for wide ring existing highway and
providing guardrail on US 264 from West of Manes Harbor to West of Englehard. Dare
and Hyde Counties, North Carolina (Federal Aid Prefect No. STP-264(10), State Project
No. 8.1051901, T.I.P. Nos. R-3838 and R-3839). Tae stated purpose of the proposed project
is to widen US 264 to accommodate guardrail installarion for -*.e safety of the traveling public.
The proposed project will adversely impact approximately 3 acres of jurisdictional wetlands
located adjacent to US 264.
For the purposes of the Corps of Engineers Regulatory Prcgram, Title 33. Code of Federal
Regulations (CFR), Part 330.6, published in the Federal Regis:er on November 2=. 1991,
lists nationwide permits. Authorization pursuant to Section 10 of the River and) :arbors
Act of 1899 and Section 404 of the Clean Water Ac:. was prop ded for activities undertaken,
assisted, authorized, regulated, funded or f=ced, in whole c. part by another Federal agency
or department where that agency or department has determine: pursuant to the CEQ Regulation
for the Implementing the Procedural Provisions of the Nationai Environmental Policy Act, that
the activity, work or discharge is categorically excluded from -avironmental documentation
because it is included within a category of actions w=hich neither individually nor cumulatively
have a significant effect on the human environment, and the Office of the Chief of Engineers
has been furnished notice of the agency's or departmtat's app-,cation for the categorical
exclusion and concurs «ith that determination.
Review of this project indicates that widening of he existing road to accommodate guardrail
along US 264 will adversely impact 3.0 acres of adjacent wetlands. Your work is authorized
-1-
under Nationwide Permit 23. Categorical Exclusion, pro-,ided it is accomplished in strict
accordance with the enclosed Nationwide Permit Conditions and the following special
conditions:
a. The Permittee shall purchase 6 credits from the Scuppernong River Corridor Wetland
Mitigation Bank. No work within waters or wetlands authorized by this permit shall
begin until the bank sponsor has verified to the Corps that it has received payment for said
credits, and that the credits have been debited from the Bank in accordance with the
Mitigation Banking Instrument dated February 4, 1998, attached hereto and incorporated
herein by reference;
b. Within 30 days of the issuance of this permit, NCDOT shall provide the Corps of
Engineers, Washington Regulatory Field Office, with an updated mitigation ledger
or report reflecting the utilization of mitigation credits from the Scuppernong River
Corridor Wetland Mitigation Bank;
This nationwide permit does not relieve you of the responsibility to obtain any required
State or local approval. This permit will be valid for two years from the date of this letter
unless the nationwide authorization is modified, reissued or revoked.
Thank you for your time and cooperation. Questions or comments may be addressed to
Mr. Michael F. Bell, Washington Regulatory Field Office. Post OfEce Box 1000, Washington,
North Carolina, 27889, or telephone [phone], extension 26.
Sincerely,
Michael F. Bell, P.W.S.
Regulatory Project Manager
Enclosure

Copies Furnished (without enclosure)
Mr. M. Randall Turner
Division One Environmental Officer
V "oject Development/Environmental Analysis Branch-Division 1
Post Office Box 850
Edenton, North Carolina 27932
Mr. John Domey
Division of Water Quality
North Carolina Department of Environment.
Health and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. David Cox
North Carolina Wildlife Resources Commission
1142 185 Service road
Creedmoor, North Carolina 27522
Mr. John Heftier
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, S.W.
Atlanta, Georgia 30303
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
?. JAMES B. HUNT JR.
GOVENOR
July 20, 1999
John Hennessy, Highway Projects Coordinator
N. C. Department of Environment
And Natural Resources
Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dear Mr. Hennessy,
DAVID McCOY
SECRETARY

SUBJECT: Section 401 water Quality Certification for the proposed safety improvements to
US 264 from Mann's Harbor to Engelhard, Dare and Hyde Counties; TIP Nos. R-
3838 & R-3839; State Project No. 8.1051901; Federal Aid Project No. STP-
264(10)
The Department has recently applied to the Division of Coastal Management for a
CAMA Major Development permit for the subject project. A copy of that application and related
exhibits, as well as a check in the amount of $200.00 for the Section 401 Water Quality Permit
application is enclosed. The Department has also received approval from the USACE for this
project. A copy of the Nationwide Permit issued by the USACE is included for reference.
Your assistance in expediting the issuance of the 401 certification for this project will be
appreciated. Thank you for your assistance with this matter. Please call me if you have any
questions or concerns.
Sincerely,
D. R. Conner, P. E.
Division Engineer-Division ne
'- 7 - XVIZ
T. Lindsey Riddick, Jr.
Division Environmental Officer-Division One
CC: M. R. Turner
P. O. Box 850 Edenton, NC 27932 [phone] FAX: [phone]

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVERNOR SECRETARY
June 24, 1999
North Carolina Department of Environment
and Natural Resources
Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, North Carolina 28557
ATTENTION: Mr. Charles Jones, Asst. Director
SUBJECT: CAiMA Major Development Permit Application for the Proposed Safety
Upgrade of US 264 between Gateway and Engelhard; TIP Nos. R-3838
(Dare County) and R-3839 (Hyde County); State Project No. 8.1051901;
Federal Aid Project No. STP-264(10)
The Department of Transportation (Department) proposes to undertake safety
improvements to US 264 from Gateway, near Manns Harbor, to Engelhard. The
proposed work includes widening of shoulders on both sides of the roadway, the addition
of 2 feet of asphalt pavement on either side of roadway and the installation of metal
guardrail between the canal and roadway. The pavement has already been expanded
between Stumpy Point and Gateway, hence the proposed improvements in this section of
roadway will be limited to shoulder enhancement on the side of the roadway adjacent to
the canal only, and installation of guardrail in the improved shoulder zone. These
improvements will result in 22 feet of pavement (10-ft wide travel lanes and 1-ft wide
paved shoulders) in lieu of 18 feet of pavement on the existing roadway. Following
completion of the proposed safety upgrades, the highway will receive a uniform overlay
of asphalt. As suggested above, the section of the project between Gateway and Stumpy
Point will not involve impacts to wetlands, waters or other jurisdictional resources. All
work will be limited to high ground within the existing right of way. Consequently, this
application and all relevant documentation relates specifically to the proposed
improvements between Stumpy Point and Engelhard.
The Department has gone to great lengths in its planning and design efforts to ensure that
the proposed improvements will result in only minimal impacts to natural systems
including wetlands and the roadside canal. Proposed shoulder dimensions will be 5-6
P.O. Box 850, Edenton, NC 27932 [phone] Fax: [phone]
Page 2
June 24, 1999
Charles Jones
feet in width, including 1 foot of pavement on either side of roadway. This represents the
narrowest shoulder dimension permissible for guardrail sections.
The proposed improvements will impact Public Trust Waters at 6 different sites,
including 3 sites between Stumpy Point and Long Shoal River, and 3 sites between Long
Shoal River and Engelhard. You will note from the enclosed cross-sections that the
encroachments into the canal at each impact site will be relatively minor in terms of
reduction of canal surface water. The proposed roadway improvements will not preclude
traditional Public Trust access to the canal.
Wetland impacts are limited to narrow (from < 1' to 3' widths) linear strips immediately
adjacent to the existing toe of the roadway. As discussed with your staff previously,
precise quantification of the impacts would require a massive location/survey effort. The
Department measured impacts at more than 300 sample transects selected at random
between Stumpy Point and Engelhard. Only 41 of the measured transects actually
indicated that impacts to the wetland fringe would probably occur, resulting in
encroachments into the wetland fringe at the toe of the existing fill slope. In every
instance, the projected impacts will ranging between a few inches to less than 2 feet in
width. Furthermore, all of the 41 transects which confirmed the likelihood of impacts to
wetlands are located within 15 miles of Engelhard. As a result of these data, and in the
absence of "hard" quantifications, the Department is comfortable with overstating
wetland impacts as 3.0 acres. This is done in order to assure the regulatory agencies that
the Department is willing to place a proper value on an important resource. The
Department estimates that no more than half of the impacts will involve areas dominated
by coastal wetland species. Note that if you examine the 3.0 acre value you will find that
it represents a theoretical impact area equivalent to a 3.0-foot wide X 25-mile long strip
of land.
The U.S. Army Corps of Engineers (USACE) concurred with this approach to providing
a fair, but overstatement of wetland impacts. The U5ACE recently approved the
Department's proposed action under Nationwide 23, conditioned on the Department's
purchase of 6 credits (acre-equivalents) from a commercial wetland mitigation bank in
Tyrrell County. It is hoped that the Division of Coastal Management will concur with the
proposed mitigation. However, the Department is prepared to discuss the matter further.
In addition to the proposed roadway improvements described above, the Department has
identified two culvert crossings in Hyde County, which will require modifications prior to
the final resurfacing of US 264. One of the sites is located +/- 4.5 (road) miles south of
Long Shoal River. Culverts which discharge water from the pumping station are badly
corroded. The second site is located +/- 1.5 miles south of the pumping station. The
existing pipe culverts at this second site are corroded, but will not be removed or
replaced. Instead, since it has been determined that hydraulic conveyance is not required
at this site, the old pipes will be filled by pumping them full of a concrete material.
Page 3
June 24, 1999
Charles Jones
The enclosed application forms (MP-1, MP-2, MP-3 and MP-5), vicinity maps, site plans
and cross-sections, as well as a check for $250.00, copies of letters and forms sent to
adjacent riparian landowners, and a copy of the USACE Section 404 authorization is
enclosed for your review and consideration. Green cards confirming receipt of
letters/forms by the adjacent riparian landowners will be forwarded to your Washington
District Office when they are received.
In order to facilitate the processing and review of this application package, the
Department assumes that the Washington District will be the designated regulatory office
for the project. Please advise me if you decided to handle the project differently. Your
assistance in expediting issuance of public notice, agency notifications and completion of
bio-reports will be appreciated. There is a growing urgency that the proposal be approved
at the earliest opportunity. I will keep you informed of developments in that regard. This
office will assist your Raleigh permit staff in any way deemed appropriate in order to
encourage review/commenting agencies to remit timely comments.
Please call me should you have any questions or comments. Lindsey Riddick, the new
Division 1 Environmental Officer will be assigned the project following acceptance of the
application by your Washington District office. Lindsey can be reached at this office.
Thank you for your time and cooperation.
Sincerely,
?- ??m 6bF7VP(7b//
M. Randall Turner, Senior Environmental Officer
Project Development & Environmental Analysis Branch
Enclosures
Cc: T. Lindsey Riddick, Jr., Division Environmental Officer, NCDOT
D. R. Conner, P.E., Division Engineer, NCDOT
William D. Gilmore, P.E., PD&EA Branch Manager, NCDOT
Michael F. Bell, P.W.S., Regulatory Manager, USACE
Terry E. Moore, District Manager, NCDCM
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Ro. BOX 1890
WILMINGTON, NCRTH CARCUNA 28402-1890
IN REPLY REFER TO June 11, 1999
Regulatory Division
Subject: Action ID No. 199910390 and Nationwide Permit Rio. 23 (Approved
Categorical Exclusions)
Mr. William D. Gilmore, P.E., Manager
North Carolina Department of Transportation
Planning and Environmental Branch
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
Reference your Categorical Exclusion Document, dated December 7, 1998, and
subsequent correspondence dated February 14, 1999, for widening existing highway and
providing guardrail on US 264 from West of titans Harbor to West of Englehard. Dare
and Hyde Counties, North Carolina (Federal Aid Project No. STP-264(10), State Project
No. 8.1051901, T.I.P. Nos. R-3838 and R-3839). The stated purpose of the proposed project
is to widen US 264 to accommodate guardrail installation for the safety of the traveling public.
The proposed project will adversely impact approximately 3 acres of jurisdictional wetlands
located adjacent to US 264. .
For the purposes of the Corps of Engineers Regulatory Program- Title 33. Code of Federal
Regulations (CFR), Part 3' )0.6, published in the Federal Registtr on November 22. 1991,
lists nationwide permits. Authorization pursuant to Section 10 of the River and Harbors
Act of 1899 and Section 404 of the Clean Water Act, was provided for activities undertaken,
assisted, authorized, regulated, funded or financed, in whole or part, by another Federal agency
or department where that agency or department has determined, pursuant to the CEQ Regulation
for the Implementing the Procedural Provisions of the National Environmental Policy Act, that
the activity, work or discharge is categorically excluded from environmental documentation
because it is included within a category of actions which neither individually nor cumulatively
have a significant effect on the human environment, and the Office of the Chief of Engineers
has been furnished notice of the agency's or department's application for the categorical
exclusion and concurs with that determination.
Review of this project indicates that widening of the existing road to accommodate guardrail
along US 264 will adversely impact 3.0 acres of adjacent wetlands. Your work is authorized
-1-
under Nationwide Permit 23, Categorical Exclusion, provided it is accomplished in strict
accordance with the enclosed Nationwide Permit Conditions and the following special
conditions:
a. The Permittee shall purchase 6 credits from the Scuppernong River Corridor Wetland
Mitigation Bank. No work within waters or wetlands authorized by this permit shall
begin until the bank sponsor has verified to the Corps that it has received payment for said
credits, and that the credits have been debited from the Bank in accordance with the
Mitigation Banking Instrument dated February 4, 1998, attached hereto and incorporated
herein by reference;
b. Within 30 days of the issuance of this permit, NCDOT shall provide the Corps of
Engineers, Washington Regulatory Field Office, with an updated mitigation ledger
or report reflecting the utilization of mitigation credits from the Scuppernong River
Corridor Wetland Mitigation Bank;
This nationwide permit does not relieve you of the responsibility to obtain any required
State or local approval. This permit will be valid for two years from the date of this letter
unless the nationwide authorization is modified, reissued or revoked.
Thank you for your time and cooperation. Questions or comments may be addressed to
Mr. Michael F. Bell, Washington Regulatory Field Office, Post Office Box 1000, Washington,
North Carolina, 27889, or telephone [phone], extension 26.
Sincerely,
Michael F. Bell, P.W.S.
Regulatory Project Manager
Enclosure
S U V N D
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
July 28, 1999
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Randall Turner
NC DOT
PO Box 850 1J
Edenton, NC 27932
Dear Mr. Turner:
Subject: DWQ # 990817
Dare and Hyde Counties
we /-e Se, d? s w
u,?'c k fCk
On July 16, 1999, your application for a 401 Water Quality Certification for
widening existing roadway in Craven County was received by the N.C. Division of Water
Quality. The Division will begin to review the project for eventual decision. However,
please be aware that beginning January 1, 1999 the N.C. General Assembly passed
legislation requiring payment of a fee of $475.00 for this project. The 401 Certification
cannot be issued until this fee is paid. Until that time, your application will remain on
hold as incomplete.
Please call Cyndi Bell at 919-733-9502 if you have any questions.
Q i >om o n R. e y
cc: Central Files
Washington DWQ Regional Office
Washington Field Office US Army Corps of Engineers
Cyndi Bell
Wetland file
Doug Huggett; DCM
Wedands/401 Unit 4401 Reedy Creek Road
Telephone [phone] Raleigh, North Carolina 27607
FAX # 59
An Equal Opportunity Affirmative Action Employer I0% po 5090 recyclcd /IO;o post consumer paper

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
13 July 1999
MEMORANDUM
TO:
FROM:
SUBJECT:
Mr. John R. Dorney, Environmental
Division of Water Quality
Ate,
Doug Huggett
Major Permits Processing Coordinator
CAMA/Dredge and Fill Permit Application Review
Applicant: North Carolina Department of Transportation
Project Location: , On US 264 from Engelhard to Gateway (intersection with US
64) in Hyde and Dare Counties, North Carolina
Proposed Project: To widen the existing roadway by adding 2 feet of asphalt on
both sides of the road, installing guard rails between the canal
and roadway and replace culverts.
Please indicate below your position or viewpoint on the proposed project and return
this form by 3 August July 1999. If you have any questions regarding the proposed
project, please contact David Moye at 252-946-6481. When appropriate, in-depth
comments with supporting data is requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the
recommended changes are incorporated. See attached.
This office objects to the proposed project for reasons
described in the attached comments.
Signed Date
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL, WASHINGTON, NC 27889
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: N. C. Department of Transportation
2. LOCATION OF PROJECT SITE: Hyde and Dare Counties on US 264 from Engelhard to Gateway
(intersection with US 64)
Photo Index - 1995: N/A 1989: N/A 1984: N/A
State Plane Coordinates - X: 2,923,900 Y: 704,700
Engelhard NW Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA and D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/19/99 10/14/98
Was Applicant Present - NO YES
5. PROCESSING PROCEDURE: Application Received - 07/06/99
• Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde and Dare Counties
Land Classification From LUP - Conservation (water, wetlands) Rural and Community (land)
(B) AEC(s) Involved: ES,EW,CW,PTA
(C) Water Dependent: NO
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - road and bridges
Planned - widening of the road and installation of guardrail and
replacement of culverts
(G) Estimated Annual Rate of Erosion:_ N/A
Source - N/A
r
7. HABITAT DESCRIPTION: [AREA] -?
DRED ED FILLED IZI OTHER

(A) Vegetated Wetlands ±130,680 ft2
CW and 404 Wetlands
(B) Non-Vegetated Wetlands ±1,320 ft2 ±25,800 ft2
Canal Bottom culvert site
(C) Other ±3,990,096 ft2
Highground
(D) Total Area Disturbed: 91.6 acres
?
(E) Primary Nursery Area: YES G C
(F) Water Classification: SA Open: YES
8. PROJECT SUMMARY: The applicant proposes to widen the existing roadway by adding 2' of asphalt
to both sides of the road and installing guardrails between the existing canal and roadway and replace
culverts.

NC DOT US 264 Guardrail Project
Hyde and Dare Counties
Project setting
The N. C. Department of Transportation (NC DOT) proposes to upgrade US 264 between
Engelhard and Gateway in Hyde and Dare Counties by widening the road surface, repaving the
entire distance and installing guardrails. The project site is a filled roadbed with upland grasses on
the road shoulders. Several areas along the 25 mile project site have pines and mixed hardwoods
along the road shoulder. In numerous sections on both sides of the road the road borders manmade
canals or in several areas crosses water bodies via bridges and/or culverts. In these areas vegetation
along the water/land interface is dominated by wetland species. Included in the wetland areas are
several species of coastal wetlands consisting of Distichlis snicata; gpartina alterniflora, S patens,
Tvnh and C1sium Tamaicense.
The manmade canals connect into Long Shoal River and/or Stumpy Point Bay both of which
are classified as SA waters by the Environmental Management Commission. Both of these water
bodies and their tributaries are classified as Primary Nursery Areas by the Marine Fisheries
Commission.
Project description
The NC DOT proposes to widen a-25 mile section of US 264 by adding 2' of asphalt to each
side of the existing roadway. The additional width will require an expansion of the filled road
shoulder in various locations along the entire distance of the project area. The expansion will
require the placement of fill at six locations in the existing adjacent canals averaging 6' wide for a
total impact of 0.6 acres (25,800 ft2). In addition, a fringe (<1' to 3') of wetlands exist along various
areas of the road shoulder at the land/water interface and will be impacted by the proposed work.
In order to quantify the impact, NCDOT has used a value of T times the 25 mile length for a total
impact to wetlands of 3 acres (130,680 ft2). NCDOT has proposed to mitigate for this impact with
a 6 credit (acre-equivalents) debit from a commercial mitigation bank in Tyrrell County. The areas
of fill will be stabilized using ±270 cubic yards of Class VII granite riprap (up to 3' diameter).
Guardrails are proposed along the sections which are adjacent to canals. These guardrails
will occur mainly in the sections where the additional fill was needed to expand the road shoulder.
Two culvert crossings have been identified as needing repair. The first is located ±4.5 miles
south of Long Shoal River at a pumping station on a manmade canal. This site has 4 existing pipes,
each measuring 48" in diameter and ±72' long. NCDOT proposes to replace them with 2 pipes, each
measuring 48" in diameter and ±83' long. The downstream end of the culverts will be protected
with riprap. NCDOT proposes to install a temporary dike on the downstream side so that
,Y
NC DOT Engelhard to Gateway 264 Improvements
Hyde and Dare Counties
Page Two
dewatering can occur prior to undertaking the work. The second site is located ±1.5 miles south of
the above mentioned pumping station. NCDOT has determined that the hydrologic connection at
this location is not needed and they propose to fill the existing 4 - 48" diameter pipes with concrete.
Anticipated impacts
Approximately 130,680 ft± of Coastal Wetland and ±25,800 ft2 of Estuarine Water and
Public Trust Area will be filled for the shoulder widening of the existing road and the installation
of the guardrail and the culvert work Approximately 3,990,096 ft2 of high ground will be impacted
as a result of the widening and new asphalt work. Turbidity from the construction activities will
vary with construction technique, water depth, substrate, etc..
David W. Moye - 12 July 1999

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVERNOR SECRETARY
July 6, 1999
MEMO TO: David Moye, Coastal Management Field Representative
Division of Coastal Management
FROM: Q' `7'M- Randall Turner, Senior Environmental Officer
Project Development & Environmental Analysis Branch
SUBJECT: Proposed Safety Upgrades on US-264 in Dare and Hyde Counties
Following your review and critique of the Department's application for a CAMA Major
Development Permit, you notified me on June 1, 1999 that several items in the
application required further attention. Specifically, your recommendations are:
• Form MP-1, 4.i.: Proper response is "N/A" in lieu of "Yes"
• Form MP-2: Data given in table under "Other" should be explained/described.
• No statement of compliance with the N.C.E.P.A. was included with the
application. Such a statement is required.
• Adjacent Riparian Property Owner Names are not depicted on plan views of
canal impact sites; this information is required.
Amended MP-1 and MP-2 pages (bullets 1-2) are enclosed. In addition, a statement of
compliance with the N.C.E.P.A. is provided on a separate sheet, which is also enclosed.
Finally, site drawings which depict proposed impacts to canal waters have been amended
to show adjacent riparian property owner names. These revised site drawings are
enclosed for inclusion in the application package. Note: during the course of revisiting the
adjacent riparian landowner subject, I discovered that the actual list of adjacent riparian
landowners is smaller than originally identified. Items 6 and 7 (Rich, Rich & Rich, and
Twiford have been deleted). Four of the five remaining landowners have been notified of
the proposal and copies of their green cards are enclosed. When the card for Pamlico-Eco
Management is received it will be mailed to your office.
Thank you for your time and consideration. Please call me if any additional information
is required.
Enclosures
Cc: T. Lindsey Riddick, Jr., Division Environmental Officer
P.O. Box 850, Edenton, NC 27932 [phone] Fax: [phone]
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVERNOR SECRETARY
June 24, 1999
North Carolina Department of Environment
and Natural Resources
Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, North Carolina 28557
ATTENTION: Mr. Charles Jones, Asst. Director
SUBJECT: CAMA Major Development Permit Application for the Proposed Safety
Upgrade of US 264 between Gateway and Engelhard; TIP Nos. R-3838
(Dare County) and R-3839 (Hyde County); State Project No. 8.1051901;
Federal Aid Project No. STP-264(10)
The Department of Transportation (Department) proposes to undertake safety
improvements to US 264 from Gateway, near Manns Harbor, to Engelhard. The
proposed work includes widening of shoulders on both sides of the roadway, the addition
of 2 feet of asphalt pavement on either.side of roadway and the installation of metal
guardrail between the canal and roadway. The pavement has already been expanded
between Stumpy Point and Gateway, hence the proposed improvements in this section of
roadway will be limited to shoulder enhancement on the side of the roadway adjacent to
the canal only, and installation of guardrail in the improved shoulder zone. These
improvements will result in 22 feet of pavement (10-ft wide travel lanes and 1-ft wide
paved shoulders) in lieu of 18 feet of pavement on the existing roadway. Following
completion of the proposed safety upgrades, the highway will receive a uniform overlay
of asphalt. As suggested above, the section of the project between Gateway and Stumpy
Point will not involve impacts to wetlands, waters or other jurisdictional resources. All
work will be limited to high ground within the existing right of way. Consequently, this
application and all relevant documentation relates specifically to the proposed
improvements between Stumpy Point and Engelhard.
The Department has gone to great lengths in its planning and design efforts to ensure that
the proposed improvements will result in only minimal impacts to natural systems
including wetlands and the roadside canal. Proposed shoulder dimensions will be 5-6
P.O. Box 850, Edenton, NC 27932 [phone] Fax: [phone]
Page 2
June 24, 1999
Charles Jones
feet in width, including 1 foot of pavement on either side of roadway. This represents the
narrowest shoulder dimension permissible for guardrail sections.
The proposed improvements will impact Public Trust Waters at 6 different sites,
including 3 sites between Stumpy Point and Long Shoal River, and 3 sites between Long
Shoal River and Engelhard. You will note from the enclosed cross-sections that the
encroachments into the canal at each impact site will be relatively minor in terms of
reduction of canal surface water. The proposed roadway improvements will not preclude
traditional Public Trust access to the canal.
Wetland impacts are limited to narrow (from < 1' to 3' widths) linear strips immediately
adjacent to the existing toe of the roadway. As discussed with your staff previously,
precise quantification of the-impacts would require a massive location/survey effort. The
Department measured impacts at more than 300 sample transects selected at random
between Stumpy Point and Engelhard. Only 41 of the measured transects actually
indicated that impacts to the wetland fringe would probably occur, resulting in
encroachments into the wetland fringe at the toe of the existing fill slope. In every
instance, the projected impacts will ranging between a few inches to less than 2 feet in
width. Furthermore, all of the 41 transects which confirmed the likelihood of impacts to
wetlands are located within 15 miles of Engelhard. As a result of these data, and in the
absence of "hard" quantifications, the Department is comfortable with overstating
wetland impacts as 3.0 acres. This is done in order to assure the regulatory agencies that
the Department is willing to place a proper value on an important resource. The
Department estimates that no more than half of the impacts will involve areas dominated
by coastal wetland species. Note that-if you examine the 3.0 acre value you will find that
it represents a theoretical impact area equivalent to a 3.0-foot wide X 25-mile long strip
of land.
The U.S. Army Corps of Engineers (USACE) concurred with this approach to providing
a fair, but overstatement of wetland impacts. The USACE recently approved the
Department's proposed action under Nationwide 23, conditioned on the Department's
purchase of 6 credits (acre-equivalents) from a commercial wetland mitigation bank in
Tyrrell County. It is hoped that the Division of Coastal Management will concur with the
proposed mitigation. However, the Department is prepared to discuss the matter further.
In addition to the proposed roadway improvements described above, the Department has
identified two culvert crossings in Hyde County, which will require modifications prior to
the final resurfacing of US 264. One of the sites is located +/- 4.5 (road) miles south of
Long Shoal River. Culverts which discharge water from the pumping station are badly
corroded. The second site is located +/- 1.5 miles south of the pumping station. The
existing pipe culverts at this second site are corroded, but will not be removed or
replaced. Instead, since it has been determined that hydraulic conveyance is not required
at this site, the old pipes will be filled by pumping them full of a concrete material.
Page 3
June 24, 1999
Charles Jones
The enclosed application forms (MP-1, MP-2, MP-3 and MM-5), vicinity maps, site plans
and cross-sections, as well as a check for $250.00, copies of letters and forms sent to
adjacent riparian landowners, and a copy of the USACE Section 404 authorization is
enclosed for your review and consideration. Green cards confirming receipt of
letters/forms by the adjacent riparian landowners will be forwarded to your Washington
District Office when they are received.
In order to facilitate the processing and review of this application package, the
Department assumes that the Washington District will be the designated regulatory office
for the project. Please advise me if you decided to handle the project differently. Your
assistance in expediting issuance of public notice, agency notifications and completion of
bio-reports will be appreciated. There is a growing urgency that the proposal be approved
at the earliest opportunity. I will keep you informed of developments in that regard. This
office will assist your Raleigh permit staff in any way deemed appropriate in order to
encourage review/commenting agencies to remit timely comments.
Please call me should you have any questions or comments. Lindsey Riddick, the new
Division 1 Environmental Officer will be assigned the project following acceptance of the
application by your Washington District office. Lindsey can be reached at this office.
Thank you for your time and cooperation.
Sincerely,
M. Randall Turner, Senior Environmental Officer
Project Development & Environmental Analysis Branch
Enclosures
Cc: T. Lindsey R.iddick, Jr., Division Environmental Officer, NCDOT
D. R. Conner, P.E., Division Engineer, NCDOT
William D. Gilmore, P.E., PD&EA Branch Manager, NCDOT
Michael F. Bell, P.W.S., Regulatory Manager, USACE
Terry E. Moore, District Manager, NCDCM
Form DCM-MP-1
APPLICATIDN
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Stumpy Point, Engelhard
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 850
City Edenton
State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
NameM.Randall Turner. SeniorEnvironmental Officer
Address P.O. Box 850
City Edenton
Zip 27932
State N.C.
Day Phone [phone]
Fax [phone]
c. Project name (if any) Safety Improvements to
US 264 (R-3838 and R-3839)
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare and Hyde (Stumpy Point to
Engelhard)
c. Street address or secondary road number
US 264
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound, Stumpy Point
Bay, Long Shoal River, Waupopin Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Improve (widen) road shoulders: add 2 feet of
pavement to each side of roadway; add metal
guardrail wherever canal occurs
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose: To prevent fatalities
from drowning of vehicular occupants in canal;
USE: Public transportation; METHODS OF CONSTRUC
ION: Standard roadway grading and guardrail
installation methods; DAILY OPERATIONS:
Convevance of vehicular traffic
Revised 03195
Form DCM-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b
Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL +/- 2-5 feet above NWL
d. Soil type(s) and texture(s) of tract
varies but most all soils in construction zone
from borrow pits
e. Vegetation on tract varies but mostly herbaceous,
includes coastal species (Typha, Cladium,
Spartina) in areas
f. Man-made features now on tract US 264, canal
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Dare Conservation Transitional
Developed Dare Community
Hvde Rural Other
It. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? DOT Archaeologists & SHPO
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? No
(Attach domnentation, if available)
in. Describe existing wastewater treatment facilities
N/A
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface run-off
from roadway-and shoulders
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
® A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
©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
Form DCM-MP-1
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
(See Attached Page)
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
O A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
G A signed AEC hazard notice for projects.. in
oceanfront and inlet areas.
o A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
*See attached supplemental sheet
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the 24th day of June , 1999
Print Name M.Randall Turner. Senior Euvir. Officer
Signature d_
Landowner or Authorized Agent
Revr5,c1 6Y1 Jaj 61 ?,n-q
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Supplement to MP-1, 5.
LIST OF ADJACENT RIPARIAN LANDOWNERS
Item Riparian Landowner Address Project Riparian Site
1. Mattamaskeet Hunt Club P.O. Box 2066 R-3839 Pump Station Culverts
Greenville, NC 27836 Canal Impact Site C
2. C. Gilbert Gibbs P.O. Box 39 R-3839 Pump Station Culverts
Engelhard, NC 27824 Cross Pipes
Canal Impact Site B
3. Calvin Blythe Davis Route 1, Box 157AAA R-3839 Canal Impact Site A
Swan Quarter, NC 27885
4. Pamlico-Eco Management 5172 Blulaschi Drive R-3839 Pump Station Culverts
Powder Springs, GA 30073 Cross Pipes
5. U.S. Dept. of Interior P.O. Box 1969 R-3838 Canal Impact Sites A, B, C
Manteo, NC 27954
Supplement to MP-1
Statement of Compliance with N.C.E.P.A.
The North Carolina Department of Transportation has determined- through the Minimum
Criteria Evaluation that the.proposed safety upgrade of US 264 between Manns Harbor
and Engelhard will not require further Environmental Policy Act documentation. The
Department has completed a Categorical Exclusion document under Federal Highway
Administration Guidelines. Subject document, as well as the Minimum Criteria
Evaluation checklist is enclosed with the CAMA Major Development Permit application
package. The project, as proposed, is in compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
Form DCM-AiP-2
:ACA ATff®
AND FffLL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Expansion of
roadway shoulder
& fill slopes into
canal)
4,300' 1 +/- 6' 1 +/-1.6'
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. High ground excavation in cubic yards
2. DISPOSAL OF EXCAVATED N/A
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Amount of material to be placed in the
water +/- 270 cubic vards Class VII
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance water-ward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
granite stone (up to 3' diameter)
(2) Dimensions of fill area varies in each of
the 6 impact areas
(3) Purpose of fill expansion of roadway fill
slope
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area (up to) 3 acres
1-3 ft wide X (up to) 25 miles long
(2) Purpose of fill roadway fill slopes
e. Shoreline erosion during preceding 12 months 5. GENERAL
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap -'
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fencing and use of
best management practices
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Backhoe, motor grader, farm tractor, dump
trucks
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
M.Randall Turner, Senior Environmental Officer
Applicant or Pro* ct Dame
aza. Signature
June 24, 1999
Date
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed expansion of roadway
shoulders. including 4 ft of pavement + guardrail
b
Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. +/- 91.6 acres
(25.2 miles X 30 feet of disturbance)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X* No
If yes, date submitted
*NCDOT is self-regulating by delegation from DLQ
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. +/-18.3%
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described
received state or local approval?
(Attach appropriate documentation)
in Item i. above
N/A
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff from roadway surfaces
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
in. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is an oceanfront development, when
was the lot(s) platted and recorded? N/A
M.Randall Turner. Senior Environmental Officer
Applicant Project ame
ignature
June 24, 1999
Date
Revised 03195
Form DCM-M -5
B"R1 ff D G"Olop-dS AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If Yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
if yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
canal tributary to Long Shoal River
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
corrugated aluminum pipe (48")
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
h. Width of proposed bridge (1) Length of existing bridge
Revised 03/95
Form DCM-MP-5
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
X Yes No
If yes,
(1) Length of existing culvert 40 +/- 72'
(2) Width of existing culvert 40 48"
(3) Height of the top of the existing culvert above
the MHW` or NWL +/-0.2-0.8' above NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain) All 4 existing culverts
will be removed and replaced with 2 pipes
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If Yes,
(1) Length of area to be excavated +/- 60'
(2) Width of area to be excavated +/- 22'
(3) Amount of material to be excavated in cubic
yards +/- 200 cubic vards
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
at least half material to be used as back-
f. Length of proposed culvert 20 +/- 83'
fill ... remainder to be wasted at site to be
identified in the future *
g. Width of proposed culvert 20 48" (2) Dimensions of spoil disposal area
*
h. Height of the top of the proposed culvert above the
MHW or NWL +/- 0.8'
i. Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain flows will be accelerated through
two pipes in lieu of four
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated +/- 60'
(2) Width of area to be excavated +/- 22'
(3) Depth of area to be excavated +/-3.91
(4) Amount of material to be excavated in cubic
yards +/- 200 cubic yards
(3) Do you claim title to the disposal area?
Yes No
if no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above. *
* See Attachment for (2) through (6)
e. 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
MHW or NWL? X Yes No
If yes,
(1) Length of area to be filled +/- 60'
(2) Width of area to be filled +/- 22'
(3) Purpose of fill clean backfill for culverts
b. Will the placement of the proposed bridge or culvert f. Will the placement of the proposed bridge or culvert
require any excavation within: No result in any fill (other than excavated material
_ Coastal Wetlands _ SAVs _ Other Wetlands described in Item d. above) to be placed within: No
If yes, - Coastal Wetlands - SAVs - Other Wetlands
If yes,
Revised 03/95
Form DCM-MP-5
(1) Length of area to be filled g. Will wetlands be crossed in transporting equipment
(2) Width of area to be filled to project site? Yes X No
(3) Purpose of fill If yes, explain steps that will be taken to lessen
environmental impacts.
g. 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 h. Will the placement of the proposed bridge or culvert
highground? X Yes No require any shoreline stabilization?
If Yes, Y Yes No
(1) Length of area to be filled +/- 60' If yes. explain in detail Class B (up to 12"
(2) Width of area to be filled +/-221 diameter) granite rip rap will be installed along
(3) Purpose of fill backfill for culverts adjacent shoreline and as lining of portion of
canal bottom to prevent erosion during discharges
from pumping station
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail 6 acres (2:1 ratio) is being
Purchased from Tvrrell County wetland
mitigation bank
M.Randall Turner, Senior Environmental Officer
Applicant or oject Name
i lure
June 24, 1999
Date
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
if yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
Note: Coffer dam (impervious dike) gill be installed
to dewater site prior to excavation, etc. (see site
drawings)
e. How will excavated or fill material be kept on site
and erosion controlled? Implementation of
NCDOT's best management practices
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe, dump trucks
Revised 03195
Supplement to MP-5, 3.d.
WASTE/BORROW SITE DECLARATION
For the record, the Department of Transportation requires its contractors to provide proof
that his plans to utilize a candidate waste/borrow area will not result in impacts to
wetlands (Coastal or Section 404) or waters. If the site is an agricultural field, we require
the contractor to provide copies of forms and aerial photo confirming the field's status as
either prior converted (PC) or nonwetland. These forms are obtainable from the Farm
Service Agency offices and/or the NRCS offices. If the site is in natural vegetation we
require the contractor to engage the services of an environmental consultant for the
purposes of performing on-site environmental evaluations. The environmental report
from the consultant is reviewed by the Division Environmental Officer to determine its
accuracy.
Since no contractor has been assigned to this project, it is not practical to identify a
suitable waste site at this time. In order to allay any concerns the Division of Coastal
Management has concerning the future selection and approval of a wastelborrow site, the
Department hereby declares that sites chosen for waste and/or borrow activities will not
result in secondary impacts to wetlands, waters or AECs.
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