20000825 Ver 1_Complete File_20000621

State of North Carolina IT 9r
Department of Environment `
and Natural Resources
Division of Water Quality ?)A
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary
Kerr T. Stevens, Director
July 17, 2000
DWQ# 00-0825
Onslow County
M. Randall Turner
North Carolina Department of Transportation, Division 3
124 Division Drive _
Wilmington, NC, 28401
APPROVAL of 401 Water Quality Certification
Dear. Mr. Turner
You have our approval, in accordance with the attached conditions, to dredge and fill 0.03 acre of vegetated
and non-vegetated wetlands in order to construct road improvements on S1542 (Hall Point oaad) n,Onso e your applic, County, as you described to your application dated 21 June 2000 reviewing determined that this work is covered by General Water Quality Certification Number 3274. This Certification
allows you to use your CAMA Permit when the NC Division of Coastal Management issues it. 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, Coastal Stormwater, 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 which
conforms 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 Domey at 919-733-9646.
?rn SKiencerelyy?,
C rTstevens
Non-Discharge Branch 1621 Mail Service Center Raleigh, North FCarolina 27991621
Telephone [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
Attachment
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Doug Huggett, DCM
File Copy
Central Files
Tip 000825
--
OL
State of North Carolina
Department of Environment
and Natural Resources
Wilmin ;ton Rebional Office m
Division of Coastal Management
. Uli f 2 i
James B. Hunt, Jr., Governor _
Bill Holman, Secretary t.;t Qii ;i ITY <ECT,
Donna D. Moffitt, Director
June 19, 2000
MEMORANDUM:
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM: Doug Huggett
Major Permits Processing Coordinator
F
1
0 ft No-? ?
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES

SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation, Division 3
Project Location: NCSR 1542 (Hall Point Rd.), Adj. to New River, Sneads Ferry, NC, Onslow Co.
Proposed Project: To elevate a portion of the existing roadway & to upgrade existing drainage pipes
under roadway
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by July 12, 2000. If you have any questions regarding the proposed project, please contact Jim Gregson
at extension 253. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no conuuent on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached continents.
SIGNED DATE
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: N.C. Department of Transportation, Division 3
2. LOCATION OF PROJECT SITE: NCSR 1542 (Hall Point Road), Adjacent to New River,
Onslow County
Photo Index - 1995: 30-391 P5 1989: 170-3 K 11,12 1984: 26-268 16,7
State Plane Coordinates - X: 248700 Y: 299000
3. INVESTIGATION TYPE: CAIVLA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/03/99
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 04/14/00 0 0 0 8 2 5
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onsow County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW PT CW ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Two lane roadway, (3) 24" pipe culverts
Planned - (3) 36" X 22" Corrugated aluminum arch pipes
(G) Estimated Annual Date of Erosion: N/A
Source -
7. HABITAT DESCRIPTION: [AREA] OTHER
T)DT7TI(]Vn = T 17T1 m__----
- --- t .u1 V10.1 1111 acLS
(A) Veget-aod Wetlands 50 sq. ft. 345 sq. ft. 2,038 sq. ft.
(B) Non-Vegetated Wetlands 600 sq. ft. 268 sq. ft.
(Open Water)
(C) Other 16,000 sq. ft.
(Hi hground)

11-1 ivual X-11 V. z L1JLUL L)CU. U.J acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to elevate a portion of the existing roadway and
to upgrade existing drainage pipes under roadway.
9. PROJECT DESCRIPTION
The project is located along NCSR 1542 (Hall Point Road), approximately 1,500 feet from the
intersection of Hall Point Road and Fulcher's Landing Road, in the community of Sneads Ferry,
in Onslow County. The project is located adjacent to an unnamed tidal tributary to the New River.
The project site is an approximately 400 linear foot section of roadway at the crossing of the tidal
tributary. At this location the road surface if very low (approximately 1.8' above MHW) and is
subject to flooding during spring tides, wind driven high tides and storm events.
The waters of the New River are classified "SA" by the Division of Water Quality. The area is
not designated as a Primary Nursery Area and is open to the taking of shellfish.
Five areas of coastal wetlands lie within the right-of -way of NCSR 1542 in the project area.
These areas are indicated as areas A,B,C,D and E on the submitted plans. Area A is a small
drainage feature on the norther side of the roadway, approximately 3' wide by 60' long and is
vegetated with Salt Meadow Grass (Spartina patens) and Salt Grass (Distichlis spicata). Area B
is an open water area on the norther side of the roadway, adjacent to the existing culvert crossings
vegetated with Smooth Cordgrass Marsh (Spartina alterniflora) and Distichlis spicata along the
edges. Area C is located along the northeastern end of the project, is approximately 90' long by
13' wide and is vegetated with Salt Reed Grass (Spartina cynosuroides), Spartina alterniflora,
Disticidis spicata, and Spartina patens. Areas D and E are located on the southern side of the
roadway, adjacent the culvert crossings and are vegetated with Spartina alterniflora, Distichlis
spicata, and Spartina patens.
The North Carolina Department of Transportation proposes to replace the two existing 24"
reinforced concrete pipe (RCP) culverts at the tributary crossing with three 36" X 22" corrugated
aluminum arch pipes. The bottom of the arch will be buried below the existing creek bottom and
the top of the arch would be approximately one inch above MHW. Another existing 24" RCP
located approximately 30' to the west of the crossing will be removed and not replaced. The
existing roadway would be elevated approximately 1.5' above the existing road surface along a
distance of approximately 400 feet. The increased elevation will require the footprint of the fill
section to be increased to a width of approximately 40', which would average approximately 10'
on each side of the pavement. The proposed project would not require the construction of
temporary detour roads. All work will take place within the existing 60' right-of-way. The
purpose of the project is to accommodate higher flows under the roadway and to help minimize
flooding of the roadway during high tide events.
10. ANTICIPATED IMPACTS
The expansion of the footprint of the roadway would result in impacts to approximately 2,383 sq.
ft. of coastal wetlands within the existing 60' right-of-way during construction. It is estimated
that approximately 345 sq. ft. of coastal wetlands and approximately 268 sq. ft. public trust area
would be permanently impacted as the result of the increase of the fill section of the roadway and
by the placement of the arch pipes and headwalls. Highground disturbance of approximately
16,000 sq. ft. would result from the elevation of the existing road surface.
Submitted by: Jim Gregson Date: June 19, 2000 Office: Wilmington
e.. SlArt
QOM
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
April 4, 2000 V
?
North Carolina Department of Environment
and Natural Resources APR 1 4 2000
Division of Coastal Management
127 Cardinal Drive Extension DIVISION OF
Wilmington, North Carolina 28405 COASTAL MANAGEMENT
ATTENTION: Mr. Jim Gregson, Coastal Field Representative
SUBJECT: Application for CAMA Major Development Permit for Proposed Culvert
Replacement and Elevation of Section of SR 1542 in Onslow County
The Department of Transportation proposes to replace the existing 24" reinforced
concrete pipe (RCP) at the SR 1542 crossing of an unnamed tidal drainage in the Fulcher
Landing community with 3 @ 36" x 22" corrugated aluminum arch pipes. In addition to
replacing this culvert, one additional 24" RCP will be eliminated and the roadway will be
elevated +/- 1.5 feet above its existing profile along a distance of +/- 400 feet. This work
is being proposed to eliminate a chronic flooding problem at this low-lying area.
The engineers have minimized the footprint of the fill section to the fullest extent
practicable to ensure that impacts to waters and/or wetlands are minimized. The resulting
impacts to Areas of Environmental Corcern involve coastal wetlands (CW), estuarine
waters (EW), public trust waters (PT) and estuarine shoreline (ES). The estimated
impacts to CW and EW/PT will be 0.05 acre and 0.006 acre, respectively.
Please review the attached MP-1 and MP-5 application forms, as well as letters and
notification forms to the adjacent riparian landowners. A check in the amount of $400.00
is enclosed to cover application coy:+s for the CANLA Major Development Permit and the
Section 401 Water Quality Certificate.
Thank you for your time in considering this important project. Please call me if you have
any questions about the information contained, in the application package.
4&emLental Officer
Division 3
Enclosures
Cc: Donny Huffman, District Engineer-Jacksonville, NCDOT
Cathy Brittingham, Highway Coordinator, Raleigh, NCDCM
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]
Form DCM-MP-1
Q Via, 2';.
Tr'?C 111
E , 5 Ll'
D
APR 14 2000 be completed by all applicants)
DIVISION OF
r..nA.CTAI ?,AANAfZr=MM:r\IT
1. APPLICANT
a. Lardo.vner:
b. City, town, community or landmark
Sneads Ferry (Fulcher Landing)
c. Street address or secondary road number
SR 1542 (Jimmy Lewis Road)
Name N. C. Department of Transportation
Address 124 Division Drive
City Wilmington State N.C.
Zip 28401 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name M. Randall Turner. Division 3
Address 124 Division Drive
City Wilmington _ _ State N.C.
Zip 28401 Day Phone [phone]
Fax [phone]
c. Project name (if any) SR 1542 Drainage
Improvement
NOTE: Pernut will be issued in name of lando)Mer(s),
and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Onslow
d. Is proposed work within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) New River, Fullard 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.
Drainage improvement in low area: replace
existing 24" RCP pipes with 3 Q 36" X 22"
CARP; elevate roadway +/- 1.5'
Note:RCP & CAAP denote Reinforced ccucrete pipe,
and corrugated aluminum arch pipe, respectively.
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 alleviate flooding of
roadway and adjacent properties during winds,
high tides and/or storm events; to facilitate egress
and ingress by vehicles, particularly during
emergencies; USE: Public transportation; METHODS
OF CONSTRUCTION: Standard roadway
construction methods; DAILY OPERATIONS:
Convevance of vehicular traffic
Revised 03195
• Form DCNI-AlP-1 ECRIVRI,
D
4 LAND AND WATER U APR 1 y 2000
n. Describe ocation and type of discharges to waters
CHARACTERISTICS D I V I S 10 BOOR state. (For example, surface runoff, sanitary
V 5 AL MANAISIE EIN, Tindustrial/commercial effluent, "wash
down" and residential discharges.) Surface
a. Size of entire tract N/A runoff from roadway across grassed shoulders
to ditches/swales to receiving waters
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL +/- 1.8 ft
o. Describe existing drinking water supply source.
N/A
d. Soil type(s) and texture(s) of tract
Muckalee loam
e. Vegetation on tract herbaceous to scrub-shrub,
including: Spartina patens, Distichlis, Cynodon sp.,
Myrica cerifera, Juncus effusus, Baccharis
halitnifolia, etc., etc.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
f. Man-made features now on tract pipes, boat
channel, bulkheads, asphalt road, driveways, etc.
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 govcrrrncn:?
N/A
i. Is the proposed project consistent with the
applicable zoning? X Yes No
(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
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other
If yes, has a delineation been conducted? No
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities
N/A
v 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 parer. (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
a I quate nuirber 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.
AA 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-1\IP-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 Joe Frank Redd, Jr.
Address 153 Halls Point Road
Sneads Ferry, NC 28460
Name David E. & Cynthia C. Boroughs
Address 9501 Scorpio Lane
Burke, VA 22015
Name James H. Lewis, et al
Address 220 Riverside Drive
Sneads Ferry, NC 28460
Name Oscar & Melba Marine
Address 109 Hall Point Road
Sneads Ferry, NC 28460
o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
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 4th day of April , 2000
Print Name M. Randall Turner
Signature /
Landoitner or Authorized Agent-
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 A check for $250 made to the Department of - Excavation and Fill Information
payable DCM MP-3 Upland Development
Environment, Health, and Natural Resources DCM MP-4 Structures Information
(DEHNR) to cover the costs of processing the X DCM MP-5 Bridges and Culverts
application. ` DCM MP-6 Marina Development
© A signed AEC hazard notice for projects in
oceanfront and inlet areas.
a A statement of compliance with the N.C.
Environii),-nt;il .11olicy 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.
NOTE: Please sign and date each attachment in the
space provided at the bottom of each fonn.
D BCCELV
APR 14 2000
DIVISION OF
COASTAL MANAGEMSN T
Revised 03195
. Form DCA1-NIP-5
B'3RffDk(-ff1E8 AND
cCU L V E R T S'
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 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)
is 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
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
D ECEIVE
APR 1 4 2000
DIVISION OF
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 culveil is to be placed
Unnamed tidal creek
b. Number of culverts proposed 3
c. Type of culvert (construction material, style)
corrugated aluminum pipe arches
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 03195
Form DCAI-NIP-5
e. Will proposed culvert replace an existing culvert?
X Yes No
If Yes,
(1) Length of existing culvert +/- 40 ft
(2) Width of existing culvert 2 Q 24"
(3) Height of the top of the existing culvert above
the MHW or NWL +/- 9" and +/- 4"
(4) Will all, or a part of, the existing culvert be
removed? (Explain) Both 24" RCPs will
(3) Amount of material to be excavated in cubic
yards + /- 12-17 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
south of NC 210-NC 172 on high round
(2) Dimensions of spoil disposal area
< 1 acre
be removed (3) Do you claim title to the disposal area?
(( ' E E Vyr,;Q Yes X No
f. Length of proposed culvert +/- 44 ft ?lJ bil? , attach a letter granting permission from
wri er.
gWidth of proposed culvert 3 Q 36" 1 4 1000 (4the disposal area be available for future
tenance? X Yes No
h. Height of the top of the proposed culvert above UIMSION OF(5) Does the disposal area include any coastal
MHW or NWL +/- 1" CDASTAL MANAOEMEWilands (marsh), SAVs, or other wetlands?
Yes X No
i. Will the proposed culvert affect existing water flow? If yes, give dimensions if different from (2)
X Yes No above.
If yes, explain The expanded cross-sectional area (6) Does the disposal area include any area below
will accommodate larger flows the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
j. Will the proposed culvert affect existing navigation above.
potential? Yes X No
If yes, explain e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material

3.
EXCAVATION AND FILL described in Item d. above) to be placed below
MHW or NWL? X Yes No
If yes,
a. Will the placement of the proposed bridge or culvert (1) Length of area to be filled +/-201
require any excavation below the MHW or NWL? (2) Width of area to be filled +/- 3-7'
X Yes No (3) Purpose of fill Expanded footprint of road
If yes, due to elevation of road profile
(1) Length of area to be excavated +/- 50'
(2) Width of area to be excavated +/- 12' f. Will the placement of the proposed bridge or culvert
11
(3) Depth of area to be excavated +/-141 result in any fill (other than excavated material
(4) Amount of material to be excavated in cubic described in Item d. above) to be placed within:
yards +/- 12-17 cu Nds X Coastal Wetlands _ SAVs - Other Wetlands
If yes,
b. Will the placement of the proposed bridge or culvert (1) Length of area to be filled +/-2871
require any excavation within: (2) Width of area to be filled +/-2-71
X Coastal Wetlands
SAVs
Other Wetlands (3) Purpose of fill Expanded footprint of road
_
_
If yes, due to elevation of road profile
(1) Length of area to be excavated +/- 10'
(2) Width of area to be excavated +/- 5' g• Will the placement of the proposed bridge or culvert
(3) Amount of material to be excavated in cubic result in any fill (other than excavated material
yards 2-3 cu yds described in Item d. above) to be placed on
highground? X Yes No
c. Will the placement of the proposed bridge or culvert If yes,
require any high-round excavation? (1) Length of area to be filled +/-4001
X Yes No (2) Width of area to be filled +/- 40'
If yes, (3) Purpose of fill Expanded footprint of road
(1) Length of area to be excavated +1-501 due to elevation of road profile
(2) Width of area to be excavated -+/-91
Revised 03195
. Form DCA1-1\1P-5
4. GENERAL
a.
Will the proposed project involve any mitigation?
Yes X No
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 wort:
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? Stringent application
of NCDOT's BMP's for the protection of
surface waters
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe, trucks, motor grader, tamps,
etc,
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 However, headwalls are _
proposed at each end of culverts
NCDOT-M. Randall Turner
Applicant or 'roject Name
Signature
Apri14, 2000
Date
All
141000 D
DIVISIOf,! OF
COAST,1L MANAGEMENT
Revised 03195
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APR 1 4 2000
DIVISION Or
CONS IAL MANAGEMEN
110TE: All elevations are assumed and
are relative to this project only.
Revised 3-9-2000
A.C.D.O.T.
DIVISION OF HIGHTmYS
ONSLOW COUNTY
SR 1542 IN SNEADS FERRY
SHEET e6-0 OF e,-'
DECEMBER, 1999
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT SR 1542 (Hall Point Road) County Onslow
Project Number 00 0825 County2
Recvd From DCM Region Wilmington
Received Date 6/21/00 Recvd By Region
Project Type elevate roadway
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
LAMA F__O YO N F_ 19-(27) SA I - 30,502. F__ F_ ?- r?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 4 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 343339 Longitude (ddmmss) 772246
Comments:
This office has no objection to the eject as proposed.
cc: Regional Office
Central Office Page Number 1
Facility Name NCDOT SR 1542 (Hall Point Road) County Onslow
Project Number 00 0825
Regional Contact:
Date:
J. Steenhuis
7/14/2000
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office