20010929 Ver 1_Complete File_20010605

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
MEMORANDUM
TO: John Hennessy, NC Division of Water Quality
Raleigh Bland, U.S. Army Corps of Engineers
CC: David Cox, NC Wildlife Resources Commission
Bill Arrington, NC Division of Coastal Management
Jay Johnson, NC Department of Transportation
ern
NCDENR
FROM: Cathy Brittingham, NC Division of Coastal ManagementLr-
DATE: July 17, 2001
SUBJECT: SR 1704, widening, paving and replace culverts at Great Neck Creek (tributary to the
Neuse River) in Bachelor, Craven County, from SR 1700 to the end.
The attached revised site plan map for the above referenced project was prepared by DOT in
response to a request from DCM to better define which wetland impacts on this project are to
CAMA wetlands versus 404 wetlands. DOT conducted a wetland survey on July 9, 2001 which
resulted in the attached revised site plan map. Please note that the estimate of wetland impacts has
changed from the original site plan map submitted with the CAMA permit application as follows:
Estimate of fill in CAMA wetlands:
Original was 1597 square feet.
Revised is 298 square feet.
Estimate of fill in 404 wetlands:
Grand total of estimated fill in wetlands:
Original was 1451 square feet.
Revised is 2892 square feet.
Original was 3048 square feet.
Revised is 3190 square feet.
As you will note, the grand total of estimated fill in wetlands has increased by approximately 142
square feet.
A 401 Water Quality Certification was issued for this project on June 22, 2001 authorizing 0.075
acres of fill in wetlands and shallow bottom. A Nationwide Permit 18 was issued on July 16, 2001.
The CAMA permit application is currently circulating to state agencies for review and comment.
Please let me know as soon as possibly if the revised estimate of wetland impacts in any way
changes the already issued 401 Water Quality Certification and Nationwide Permit 18. Thank you.
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER
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North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
MEMORANDUM
TO:
CC:
FROM:
DATE:
John Hennessy, NC Division of Water Quality
Raleigh Bland, U.S. Army Corps of Engineers
David Cox, NC Wildlife Resources Commission
ern
NCDENR
Bill Arrington, NC Division of Coastal Management
Jay Johnson, NC Department of Transportation
Cathy Brittingham, NC Division of Coastal ManagementL5d--
July 17, 2001
SUBJECT: SR 1704, widening, paving and replace culverts at Great Neck Creek (tributary to the
Neuse River) in Bachelor, Craven County, from SR 1700 to the end.
The attached revised site plan map for the above referenced project was prepared by DOT in
response to a request from DCM to better define which wetland impacts on this project are to
CAMA wetlands versus 404 wetlands. DOT conducted a wetland survey on July 9, 2001 which
resulted in the attached revised site plan map. Please note that the estimate of wetland impacts has
changed from the original site plan map submitted with the CAMA permit application as follows:
Estimate of fill in CAMA wetlands:
Estimate of fill in 404 wetlands:
Grand total of estimated fill in wetlands
Original was 1597 square feet.
Revised is 298 square feet.
Original was 1451 square feet.
Revised is 2892 square feet.
Original was 3048 square feet.
Revised is 3190 square feet.
As you will note, the grand total of estimated fill in wetlands has increased by approximately 142
square feet.
A 401 Water Quality Certification was issued for this project on June 22, 2001 authorizing 0.075
acres of fill in wetlands and shallow bottom. A Nationwide Permit 18 was issued on July 16, 2001.
The CAMA permit application is currently circulating to state agencies for review and comment.
Please let me know as soon as possibly if the revised estimate of wetland impacts in any way
changes the already issued 401 Water Quality Certification and Nationwide Permit 18. Thank you.
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http:Hdcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

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North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
MEMORANDUM
TO: John Hennessy, NC Division of Water Quality
Raleigh Bland, U.S. Army Corps of Engineers
ern
NCDENR
CC: David Cox, NC Wildlife Resources Com mission
Bill Arrington, NC Division of Coastal Management
Jay Johnson, NC Department of Transportation '
FROM: Cathy Brittingham, NC Division of Coastal Management
DATE: July 17, 2001
SUBJECT: SR 1704, widening, paving and replace culverts at Great Neck Creek (tributary to the
Neuse River) in Bachelor, Craven County, from SR 1700 to the end.
The attached revised site plan map for the above referenced project was prepared by DOT in
response to a request from DCM to better define which wetland impacts on this project are to
CAMA wetlands versus 404 wetlands. DOT conducted a wetland survey on July 9, 2001 which
resulted in the attached revised site plan map. Please note that the estimate of wetland impacts has
changed from the original site plan map submitted with the CAMA permit application as follows:
Estimate of fill in CAMA wetlands:
Original was 1597 square feet.
Revised is 298 square feet.
Estimate of fill in 404 wetlands:
Grand total of estimated fill in wetlands:
Original was 1451 square feet.
Revised is 2892 square feet.
Original was 3048 square feet.
Revised is 3190 square feet.
As you will note, the grand total of estimated fill in wetlands has increased by approximately 142
square feet.
A 401 Water Quality Certification was issued for this project on June 22, 2001 authorizing 0.075
acres of fill in wetlands and shallow bottom. A Nationwide Permit 18 was issued on July 16, 2001.
The CAMA permit application is currently circulating to state agencies for review and comment.
Please let me know as soon as possibly if the revised estimate of wetland impacts in any way
changes the already issued 401 Water Quality Certification and Nationwide Permit 18. Thank you.
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER
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MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: nnPx Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1704
Project Number 01 0929
Recvd From DCM
Received Date 6/5/01 Recvd By Region
Project Type road and culverts
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Craven
County2
Region Washington
Stream
Class Acres Feet
Prim. Supp. Basin Req. Req.
Peren- Innial mLAMA SM O Y O N F- 27-126 SA HQW 30,410. 0.07 F_ F_ F_ -
o
-OY ON
Mitigation Wetland
MitigationType Type Acres Feet
7_1 F_
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y * N
Is Mitigation required? O Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue with no conditions
cc: Regional Office
Central Office Page Number 1
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation - attn: Jay
Johnson
2. LOCATION OF PROJECT SITE: Widen and pave State Road 1704 and replace culverts
at Great Neck Creek (tributary to the Neuse River), in Bachelor, Craven County, from
State road 1700 to the end.
Photo Index -1995: 731 V, W-7 2000: 764 V, W-17
State Plane Coordinates x: 2683850 y:435400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/19/2001
Was Applicant Present - Yes (Jay Johnson, DEO)
5. PROCESSING PROCEDURE: Application Received - 5/4/2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - LIMITED TRANSITION and
CONSERVATION
(B) AEC(s) Involved: PT, CW, EW and CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Roadway, Culverts
Planned Replacement of same
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]

(A) Coastal Wetlands avu
597 sf V ?.llt.l
(B) Shallow Bottom 40s
(C) Other Wetlands 51 s
High Ground excavation at culverts 1056 sf
High Ground disturbance (in road R/W) 6864 linear feet x
60 feet (R/W)
7. (Continued)
(D) Total CAMA AEC Disturbed: 0.042 acres
(E) Total area disturbed by project 9.55 acres (includes existing roadbed and high
ground disturbance)
(F) Primary Nursery Area: No
(G) Water Classification: SA-NSW Open: Yes
FIELD INVESTIGATION REPORT
NC DOT - SR 1704
May23, 2001
PAGE 2
8. PROJECT SUMMARY: The applicant is the N.C. Department of Transportation. The
proposal is to upgrade the existing gravel secondary road to a 2 lane paved road that complies
with State Highway standards for secondary roads.
9. PROJECT DESCRIPTION:
The site of this proposal is State Road 1704(Becton Road) in the community of Bachelor, NC. The
road is approximately 2 - 10' above msl. The culverted crossing at Great Neck Creek is flanked
with wooded Cypress/Gum swamp wetlands and coastal wetlands on either side. This area is
primarily residential, and undeveloped wooded swamp and forest. The site consists of a 15' wide
creek body at the existing culvert crossing with the remainder of state road 1704 on high ground.
The coastal wetland consists of Juncus roemerianus, Typha spp. and Cladium jamaicense. The
adjacent uplands are forested, and are vegetated primarily with various pines, Tulip Poplar, and
Oak. Soils in the area are loams and sandy loams. Great Neck Creek is coastal waters at the
project site, and is classified SA-NSW by the Division of Water Quality and subject to the Neuse
River Buffer Rules. The area is open to shellfishing, and is not designated as primary nursery
area by the North Carolina Division of Marine Fisheries. The project begins at State road 1700
(Adams Creek Road) and terminates at the existing road end (6864 feet). The Craven County Land
Use Plan designates the project area as Limited Transition, with all areas lying within CAMA
Areas of Environmental Concern, designated as Conservation.
The proposal is to replace the 3 existing 30-inch diameter by 48 feet long culverts with 4 new 36-
inch diameter by 60 feet long culverts on the existing alignment, to allow for State Highway
standards. The ends of the culverts will be stabilized with riprap. The roadway, shoulders and
slopes will extend for a width of 43 feet or less (12 feet wider than existing) at the culverted
crossing, to minimize impacts to coastal and 404 type wetlands. The approaching roadway will be
widened to 20' and paved. The road shoulders will be widened from 6' to 8'. The pavement,
shoulders and ditches of the high ground portion of State Road 1704 will encompass the entire 60-
foot right of way. Silt fences, silt basins and temporary rock silt check damns will be used to
minimize erosion and sedimentation. Roadside ditches will terminate in high ground and the flow
will be dispersed through vegetated uplands before entering wetlands.
FIELD INVESTIGATION REPORT
NC DOT - SR 1704
May 23, 2001
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, this culvert replacement, road widening and paving will result in the following
impacts: Approximately 1597 square feet of coastal wetlands will be filled by road shoulder and
culvert, 1451 square feet of 404 type wetlands will be filled by road shoulder and culvert, and 240
square feet of shallow bottom will be filled by culvert and riprap. Approximately 9.45 acres of
high ground will be graded, filled or excavated for the roadway and paving. There is a high
probability of turbidity to be expected during the replacement of the culverts. Stringent
sedimentation/erosion control measures can minimize this. Storm water concerns have been
addressed by terminating ditches with diffuse flow over vegetated high ground. Principally local
residents use state Road 1704. The widening and paving of the roadway and replacement of the
deteriorated culverts should enhance the safety of motorists using SR 1704. Public trust waters end
at the existing culverts and will not be affected.
The collective disturbance area for the project is 9.55 acres.
Bill Arrington May 22, 2001 Morehead City
d ?'° n+a Q[?p?
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS Lindo Tippett
GOVERNOR SECRETARY
May 2, 2001
Mr. Brad Shaver
Coastal Management Field Representative
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
151 - B Highway 24 Hestron Plaza
Morehead City, North Carolina 28557
Dear Mr. Shaver,
NCDOT is making application for a CAMA Major Permit to widen and pave SR
1704 (Becton Road) from SR 1700 to the end. Please find enclosed revisions to the
drawings and application from your March 5, 2001 letter.
Avoidance and minimization was initiated so that a maximum of 1,597 Sq. Ft. of coastal
wetlands will be filled, 1,451 Sq. Ft. of 404 wetlands and 240 Sq. Ft of open water will be
impacted by the widening of SR 1704. New upland side ditches are designed to enter
settling basins and filter through vegetated uplands prior to entering the wetlands or the
stream buffers eliminating water being discharged directly into the stream. Please let me
know if there is additional information required.
Sincerely,
ay son
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 Superintendent NCDOT Div.2
Mr. Aaron Everett, District 2 Engineer NCDOT Div. 2
Division Two • P.O. Box 1587 • 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. 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 1704 Craven
NOTE: Permit will be issued in name of landowner(s),
and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
b. City, town, community or
Bachelor
c. Street address or secondary road number
SR 1704
r
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) Great Neck Creek Tributary
to the Neuse River
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.
Replace culverts on SR 1704
Widen and Pave SR 1704 from 1700 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
gravel secondary road to a 2 lane paved road to
improve safety of traffic movement and to
comply with State Highway standards for
secondary roads.
METHODS OF CONSTRUCTION: Standard roadwav
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
Arapahoe fine sandy loam, Augusta fine sandy
loam
e. Vegetation on tract Juncus Roemeranus, Baccaris
Hamilifolia, Tyhpa Spp. Cladium 'amaicense
f. Man-made features now on tract Existing gravel
road and steel culverts.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X Other Residential/Forested
h. How is the tract zoned by local government?
N/A
Is the proposed project consistent with the
applicable zoning? Yes No N/A
(Attach zoning compliance cenificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
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
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 loLC d& 94JWN'dgthar' es to waters
of the state. For examp e, 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
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
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.
Name Earl B Harris
Address 3560 Adams Creek Rd.
Havelock, N.C. 28532
Name William K Bradley, Jr.
Address 351 Becton Rd
Havelock, N.C. 28532
Name Geneva Tyndall Moore
Address 2260 Wilmar
Vanceboro, N.C. 28586
Name Weyhauser Co.
Address P.O. Box 1391
New Bern, N.C. 28563
• 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
IL 0 4 2001
the application. h will be subjgct ?o conditions
and restrictions n
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 3rd day of
March , 2001
Print Name Jay Johnson
Signature a, /1,- 3
Landow r o uthorized A 01t
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
Form DCM-MP-2
EXCAVATION
AND FILL
(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 Road
(Excluding
shoreline
stabilization)
N/A N/A
6864' 60'
0M p ? ZBaA
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
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
(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
I° .1 MAY 0 4 2001
(1) Amount of material to be placed
water N/A a
1 q TAL MA GNEI
(2) Dimensions
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No 404 Wetlands
If yes,
(1) Dimensions of fill area 57 Avg. x 660'
Total combined from each side of the
road
(2) Purpose of fill To widen and Pave SR
1704
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 1704 Craven
If yes,
Applicant or P ' t Name
Signature J
Date
Revised 03195
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 1704 and pave
from SR 1700 to end
b.
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. approx. 60' wide on
SR1704 from 1700 to end except 42' at Great
Neck Creek crossing.
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
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
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Number of lots or parcels N/A
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
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; 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 1704 Craven
Applicant or e
ct Name
7AA,-
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 Private . N/A
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 No N/A
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
h
i.
N/A
Width of proposed bridge N/A
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
N/A
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
Great Neck Creek
b. Number of culverts proposed 4
c. Type of culvert (construction material, style)
Corrugated Aluminum nine
d. Will proposed culvert replace an existing bridge?
Yes X 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)
Revised 03/95
Form DCM-MP-5
e. Will proposed culvert replace an existing culvert?
X Yes No
If yes, q. 8' I
(1) Length of existing culvert 3 x;:A'
(2) Width of existing culvert 3 x 30"
(3) Height of the top of the existing culvert above
the MHW or NWL 2'
(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 and length pipe (see map)
f. Length of proposed culvert 4 x 60'
g. Width of proposed culvert 4 x 36"
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
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 22'
(2) Width of area to be excavated 61'
(3) Depth of area to be excavated 3'
(4) Amount of material to be excavated in cubic
yards 103 cu. Yds.
b. Will the placement of the proposed bridge or culvert
require any excavation within: X Coastal
Wetlands SAVs X Other Wetlands Open
Water
If yes,
(1) Length of area to be excavated 31'
(2) Width of area to be excavated 22'
(3) Amount of material to be excavated in cubic
yards 76 cu.yds.
Will the placement of the prop seh Ole UcuMl
require any highground excav io ?
X Yes No COASTAL MANAGEME
If yes, MOREHEAD
(1) Length of area to be excavated 36'
(2) Width of area to be excavated 22'
(3) Amount of material to be excavated in cubic
yards 103 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
beside the pipes.
(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) Doeg 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? X Yes 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 _
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
X . No
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
(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
Revised 03/95
Form DCM-MP-S
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?
X Yes No
If yes, explain in detail To protect culvert
structure at shoreline. RipRap will be place
around culvert to prevent scour.
NCDOT-SR 1704 Craven
Applicant or Project Name
Signature
Date
Revised 03195
0
SAY 0 ? 2001 0 ®?
.• weTS1 MANAGEMENT
ray

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PROJECT NUMBER: 6.172360
DATE: MAY 2, 2001 CROSS SECTION OF
ROAD: SR 1704
ROAD NAME: BECTON ROAD
COUNTY: CRAVEN CULVERT CROSSING
ROUND CULVERT
EXISTING PIPE 3 @ 3011 x 481'
ROAD
SR 1704 22'
7
AREA TO BE EXCAVATED 103 CUBIC YARDS 1.5' GREAT NECK CREEK NwL
AND BACKFILLED I
H EXISTING 3 0 30' x 48' CMP
L0' C I EXISTING PIPES
AREA TO BE EXCAVATED 2'
AND BACKFILLED
150 CUBIC YARDS _
UNDERCUT & 12' MINIMUM BEDDING
BACKFILL
NOT TO SCALE
i
PROPOSED 4 @ 36" x 60' PIPES
22' ROAD
/-s R 1704
AREA TO BE EXCAVATED- 103 CUBIC YARDS 1.5' GREAT NECK CREEK 4 0 36• x 60'
AND BACKFILLED
tOH H H 2' MAY 0 4 2001
OR I M
ASTA! ANAGEMENT
UNDERCUT &12' MINIMUM BEDDING MORE ki
w o EAD
BACKFILL TDP VIEW w
AREA TO BE EXCAVATED- 150 CUBIC YARDS A?i ° z
AND BACKFILLED
- NOT NOT TO SCALE 10' PROPOSED RIP PAP 0 ENO PmPOSEO PIPE
OF PIPE FROPOSED RIP RAP O END
z• OF PIPE
PROPOSED PIPE
CREEK Y CREEK
PROPOSED PIPE
180 SQUARE FEET OF NEW FILL 2
PROPOSED PIPE 180 SQUARE FEET OF NEW FILL
TOTAL SQUARE FEET 10'
OF NEW FILL = 360 SQUARE FEET
i
EXCAVATION ABOVE NWL:
FINISHED EARTH SLOPE AS REQUIRED o.
36' L x 22' W x 3.5' D= 103 CUBIC YARDS o
EXCAVATION BELOW NWL: PROPOSED RIP RAP 0 END
H 1 OF PIPE MAP 3
61' L x 22' W x 3' D= 150 CUBIC YARDS x
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DETAIL AMP g ?4
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DIFFUSE FLOW THROUGH
VEGETATED UPLANDS
BEFORE ENTERING WETLANDS WETLANDS
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OWA
T ?RQG
o -"? 5111::? Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 22, 2001
DWQ# 01-0929
Craven 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 place fill in 0.075 acre of wetlands and
shallow bottom in order to upgrade SR 1704 in Craven County, as described in your application received by the Division of
Water Quality on June 5, 2001. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3274 which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands .
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 Condrol, 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 in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new own"ust 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 Tom Steffens in DWQ's Washington Regional Office at 252-946-6481 or Cyndi
Karoly in Raleigh at 919-733-9646.
r Stevens
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
010929
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/ncwetfands/