20010008 Ver 1_Complete File_20010104

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 2, 2001
DWQ# 01-0008
Beaufort County
Jay Johnson
North Carolina Department of Transportation
P.O. Box 1587
Greenville, NC, 27835
APPROVAL of 401 Water Quality Certification
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions, to dredge and fill 0.10 acre of vegetated and
non-vegetated wetlands in order to widen and pave SR 1727 and replace and enlarge two existing culverts in Beaufort
County, as described in your application received by the Division of Water Quality on January 4, 2001. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3274. This
Certification allows you to use your CAMA Permit when it is issued by the NC Division of Coastal Management. In addition,
you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). For this approval to be.valid, you must follow the conditions listed in
the attached certification.
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 conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-9646.
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
i erely,
to ts
010008
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
NORTH CAROLINA DEPARTMENT OF
Q1 ENVIRONMENT AND NATURAL RESOURCES
ice= DIVISION OF COASTAL MANAGEMENT
NCDENR
a 2 January 2001
4 01U®04"1
JAMES B. HUNT JR. --.-
GOVERNOR MEMORANDUM-
TO: Mr. John R. Dorney, Environmental Biological Supervisor
BILL HOLMAN,'. Division of Water Quality
`SECRETARY
FROM: Doug Huggett
Major Permits Processing Coordinator
DONNA D. MOFFITT
DIRECTOR SUBJECT: CAMA/Dredge and Fill Permit Application Review
Applicant: N.C. Department of Transportation
Project Location: SR 1727 on Wrights Creek near Belhaven
Beaufort County, North Carolina
Proposed Project: Widen and pave existing gravel road and replace
and enlarge two existing culverts.
Please indicate below your position or viewpoint on the proposed project and return
this form by 22 January 2001. If you have any questions regarding the proposed
project, please contact Tracey Wheeler at 252-946-6481. When appropriate, in-depth
comments with supporting data is requested.
REPLY
Signed
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.
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
DENR TOLL FREE HOTLINE: [phone]
r? r?
DIVISION OF COASTAL MANAGEMENT 010008
` FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Department of Transportation
2. LOCATION OF PROJECT SITE: Beaufort Co. on SR 1727 on Wright Creek near Belhaven, North Carolina
Photo Index - 1995: 108-1140; D15417 1989: 2 85-3; T4-T9
State Plane Coordinates - X: 2,715,800 Y: 613,800
Pamlico Beach Quadrangle Lower Left
Rover File # I121414A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 14 December 2000
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 21 December 2000
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Conservation (water) Developed (land)
(B) AEC(s) Involved: ES, PTS, CW
(C) Water Dependent; YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - NA
Planned - NA
(F) Type of Structures: Existing - Two lane gravel road with three culverts
Planned - Two lane asphalt road with three culverts
(G) Estimated Annual Rate of Erosion: ±2' per year ,11
Source - field observation d
7. HABITAT DESCRIPTION: [AREA]
KEDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal Wetlands 120 ft2 4,122 ft'-
(B) Non-Vegetated Wetlands 120 ft2 18 ft 2
(C) Other 120 ft2 52,246 ft
Uplands
(D) Total Area Disturbed: 56,746 ft` 1.3 ac
(E) Primary Nursery Area: No
(F) Water Classification: SA HQW NSW Open: No
8. PROJECT SUMMARY: Applicant proposes to widen and pave existing gravel road and replace and enlarge
two existing culverts.
NCDOT SR 1727
Beaufort County
Project Setting
The applicant maintains a two lane gravel road (SR1727) adjacent to Wright Creek near
Belhaven in Beaufort County, North Carolina. The existing road is approximately 18 feet wide and
0.6 miles long with shallow ditches on either side.
The road forms a loop that runs parallel to the north fork of Wright Creek. Both ends of the
existing road intersect SR 1726. The western side of the existing road is primarily a residential area
with approximately 16 houses. The lots extend to the edge of Wright Creek and most are
bulkheaded. There are three areas of coastal wetland located within the project area. Wetland Area
#1 is east of the road, approximately 200 ft from the western intersection of SR 1727 and SR 1726.
This area is vegetated with a mix of wetland species including Spartina patens, Spartina
cynosuroides, Distichlis spicata, Baccharis halimifolia, scattered wax myrtles and broom sedge on
the upland edge, and dense Phragmites australis. Wetland area #1 is connected to Wetland area #2
and Wright Creek by an existing 15" culvert pipe. During periods of high tide, water flows across the
existing road.
Wetland Area #2 runs parallel to the road, on the west side of the project area, and is across
the road from Wetland Area # 1. Wetland #2 is bordered to its west by an old spoil berm. The berm is
4' to 18' wide and has breaks along its alignment. There is an extensive Juncus roemerianus marsh
on the west side of the berm that extends from Wright Creek to SR 1726. Wetland #2 is vegetated
with Spartina patens, Juncus roemerianus, Cladium jamaicense and Distichlis spicata, with a few
Baccharis halimifolia on the edge of the berm. Wetland area #2 has a direct hydrologic connection to
Wright Creek.
Wetland Area #3 is the landward edge of a marsh finger that extends from Wright Creek and
passes tinder the existing gravel road. The species here are mixed, with the shrubbier species closer
to the road. This area is vegetated with Spartina patens, Juncus roemerianus, Distichlis spicata,
Baccharis halimifolia, Iva frutescens and sporadic goldenrod. There is an existing 15" culvert pipe
that allows water to pass from Wetland area #3 under the road and into a connected wetland.
Wright Creek classified SA HQW NSW by the Environmental Management Commission and
are not open to shell fishing at this location.
Project Description
The applicant proposes to widen and pave the existing road and replace and enlarge two
existing concrete culvert pipes. The existing 18' by 26,123' (0.6 mi) gravel road will be widened to
20' and paved. The 18' by 15" culvert connecting Wetland Area #1 to Wetland area #2 will be
replaced with a 24' by 18" culvert. The 18' by 15" culvert passing from Wetland area 43, under the
road will be replaced with a 24' by 18" culvert.
Anticipated Impacts
The project as proposed would directly impact 56,746 W. Of the total area impacted, 4,242
ft2 is coastal wetland, 138 ft2 is unvegetated creek bottom, and 52,366 ft2 is upland. Indirect impacts
include the reduction of waterflow to the wetlands located north of the existing gravel road. Under
current conditions, water flows across the road during high tides. This hydrologic exchange will be
limited to the proposed culverts after the road is improved. Localized short term turbidity increases
will result from construction activities during culvert replacement.
Tracey L. Wheeler - 29 December 2000

STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS DAVID McCOY
GOVERNOR SECRETARY
December 6, 2000
Mrs. Tracey Wheeler
Coastal Management Field Representative
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall
Washington, North Carolina 27889
Dear Mrs. Wheeler,
The North Carolina Department of Transportation is making revised application for a
CAMA Major Permit to widen and pave SR 1727(Loop Road) from SR 1726 to the end.
Avoidance and minimization and road re-alignment was initiated so that only 4122 Sq.
Ft. of Coastal and 404 wetlands will be impacted by the widening of SR 1727. An
existing ditch will have the culverts replaced. Existing side ditches that flow through the
wetlands will be back filled to make storm water sheet flow into the wetlands instead of
being discharged directly into the wetlands. Upland side ditches will be designed to catch
stormwater and sheet flow it over vegetated uplands before entering wetlands. Please let
me know if there is additional information required.
Sin erely?n??
yJ Division 2
Environmental Officer
CC: Mr. Neil Lassiter, Jr., P.E. Division Engineer NCDOT Div 2
Mr. Dwayne Alligood, P.E. Maintenance Engineer NCDOT Div.2
Mr. Thom Edgerton., Bridge Superintendant NCDOT Div.2
Division Two 0 P.O. Box 1587 9 Greenville, N.C. 27835
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. City, town, community or landmark
Pamlico Beach
c. Street address or secondary road number
SR 1727
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) Wright Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name. Jay Johnson, -NCDOT Div. 2
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
c. Project name (if any) SR 1727 Beaufort
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace culverts on SR 1727
Widen and Pave SR 1727 from 1726 to end.
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 upgrade existing an
existing secondary gravel road to a 2 lane paved
20' wide pavement with 6' shoulders) to improve
safety of traffic movement and to comply with
Federal Highway standards for secondary roads.
METHODS OF CONSTRUCTION: Standard roadway
and culvert construction methods; DAILY
OPERATIONS: Conveyance of vehicular traffic
Revised 03/95
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 MHW or
NWL 1'
d. Soil type(s) and texture(s) of tract
Altavista fine sandy loam, Tomoteley fine sandy
loam
e. Vegetation on tract Spartina cynosuriodes,
Spartina patens, Juncus roemeranus, Baccaris
halimifolia, Typha spp. Cladium jamaicense,
Phragmites austraulis
f. Man-made features now on tract Existing gavel
road and steel culverts.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
h. 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? NCDOT PD&EA Branch
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? Yes
(Attach documentation, if available)
m. 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 Runoff
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.
• 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
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
•A 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
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.
Name John Willis Kirk
Address 105 Sweetbriar Dr.
Washington, N.C. 27889
Name John E. Kirk
Address 402Loop Road
Belhaven, N.C. 27810
Name Thad L. Cordon Sr.
Address 474 Loop Rd.
Belhaven, N.C. 27810
Name
Address
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• 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.
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 6 th day of Dec. , 2000 .
Print Name Jay Johnson
Signature
Landow r or f rized gent
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
Revised 03/95
Form DCM-MP-1
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. 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 Culvert
N/A N/A
and Road 20'
(Excluding 206' 1'
shoreline
stabilization)
avg.
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
N/A
d. High ground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
(See Attachment)
a. Location of disposal area N/A
b. Dimensions of disposal area
N/A
c. Do you claim title to disposal area?
Yes No N/A
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? -Yes -No N/A
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes. No N/A
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
N/A
(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
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area 20' x 206.1'
(3) Purpose of fill To widen road
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No 404 & CAMAWetlands
If yes,
(1) Dimensions of fill area 20' x 206.1'
(2) Purpose of fill To widen and Pave SR
1727
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt Fence
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Standard road and culvert construction
equipment
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.
NCDOT SR 1727 Beaufort
Appli or Project Name
Si e
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 Widen SR 1727 and pave
from SR 1726 to end
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
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. 20' x ? i?. ? 23'
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
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt and concrete
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. N/A
j. Have the facilities described in Item i. above
received state or local approval? N/A
(Attach appropriate documentation)
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; stormwater
capture and retention from upland ditches ,
diffuse flow into wetlands
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 a oceanfront development, when was
the lot(s) platted and recorded? N/A
NCDOT SR 1727 Beaufort
Applicant or ect Name
Signature
Date
Revised 03/95
Form DCM-MP-5
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.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
N/A
c. Water body to be crossed by bridge
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A'
e. Will proposed bridge replace an existing bridge?
Yes No N/A
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 X 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
N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes No N/A
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 N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
if yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Existing stream
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
Aluminum CMP
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
Revised 03/95
Form DCM-MP-5
(3) Navigation clearance underneath existing
bridge N/A
(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 18'x a
(2) Width of existing culvert 1599X a .
(3) Height of the top of the existing culvert above
the MHW or NWL 12"
(4) Will all, or a part of, the existing culvert be
removed? (Explain)Yes, each existing
culvert will be removed & replaced with a
larger diameter & length pipe (see Map 2).
f. Length of proposed culvert 24' x 2
g. Width of proposed culvert 18"x 2.
h. Height of the top of the proposed culvert above the
MHW or NWL 15"
i. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
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 30'
(2) Width of area to be excavated 4'
(3) Depth of area to be excavated 1'
(4) Amount of material to be excavated in cubic
yards 5 cu yds
b. Will the placement of the proposed bridge or culvert
require any excavation within:
X Coastal Wetlands SAVs Other
Wetlands
If yes,
(1) Length of area to be excavated 30'
(2) Width of area to be excavated 4'
(3) Amount of material to be excavated in cubic
yards 5 cu yds
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 30'
(2) Width of area to be excavated 4'
(3) Amount of material to be excavated in cubic
yards 9 cu. Yds.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X 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.
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? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: No
Coastal Wetlands SAVs Other Wetlands
If yes,
(1) Length of area to be filled
Revised 03/95
Form DCM-MP-S
(2) Width of area to be filled
(3) Purpose of fill
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
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a
Will the proposed project involve any mitigation?
Yes No Unknown
If yes, explain in detail
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
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Typical Road construction equipment
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 the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
if yes, explain in detail
NCDOT-SR 1781 Beaufort
Applicant o oject Name
Signature
Date
Revised 03/95
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