19960813 Ver 1_Complete File_19960822

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, J r., Govemor
Jonathan B. Howes,Secretary
A. Presto n Howard, Jr., P.E., Directo
APPROVAL of 401 Water Quality Certification
Mr. Franklin Vick
N.C. Dept. of Transportation
Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
dift
?EHNR
October 30, 1996
Tyrrell County
DWQ Project # 960813
COE #199605007
You have our approval to dredge 1,961 square feet of waters for the purpose of replacing Bridge #13 on
SR 1320 over a manmade canal, as you described in your application dated 22 August 1996. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3025.
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 this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
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 Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
jottn;;Dorney
Central Files
John Parker; DCM
S' rely, tm? 4 1
Pston P.E
960813.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/100% post consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
North Carolina Department of Transportation
960813
J
RECEIVED
AUb 2
61996
ENVIRONMENTAL. SCIENCES
l ..ryJ
Project Location: On SR 1320 at Bridge #13 over a manmade canal off Alligator River near
Columbia, Tyrrell County, North Carolina
Proposed Project: To replace an existing bridge with a new 19.5' by 43' long aluminum box
culvert.
Please indicate below your position or viewpoint on the proposed project and return this form
by 12 September 1996. If you have any questions regarding the proposed project, please contact
David Moye at 946-6481. When appropriate, in-depth comments with supporting data is
requested. -
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the
recommended changes are incorporated. See attached.
This office objects to the proposed project for reasons described
in the attached comments.
Signed M Date L
22 August 1996
AT.9;%4 9
?EHNR
rt
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Jr.
Major Permits Processing Coordinator
CAMA/Dredge and Fill Permit Application Review
SH!yECETVED
CTON OFtrtcr
2 2 1996
A-&. At
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS 5U?
P.O. BOX 1890 Y
WILMINGTON, NORTH CAROLINA 28402-1890 ?w <
REPLY TO
ATTENTION OF
Regulatory Branch
Action ID No. 199605007
August 29, 1996
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of the NC Department of Transportation
(NCDOT) for Department of the Army (DA) authorization and a State Water
Quality Certification to replace an existing bridge with an aluminum box
culvert, on State Road 1320, over a manmade canal adjacent to the Alligator
River, near Columbia, Tyrrell County, North Carolina. Your receipt of this
letter verifies your acceptance of a valid request for certification in
accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to
Section 404 of the Clean Water Act, and we have determined that a water
quality certification is required under the provisions of Section 401 of the
same law. A Department of the Army permit will not be granted until the
certification has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by October 28, 1996, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington
Regulatory Field Office, telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
APPLICANT'S NAME: N. C. Department of Transportation
2.
LOCATION OF PROJECT SITE: Tyrrell County on SR 1320 at Bridge ##13 over a manmade canal
off Alligator River near Columbia, North Carolina
Photo Index - 1995: N/A 1989: N/A 1984: N/A
State Plane Coordinates - X: 2,850,200 Y: 724,700 `-
Fairfield NW Quad. (upper right comer) q>
INVESTIGATION TYPE: CAMA/D & F 0 o
3.
4
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/19/96
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 08/12/96
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County
Land Classification From LUP - Conservation (water, wetlands) Community (land)
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
Planned - Aluminum Box Culvert
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands ±1,961 ft2 ±838.5 ft2-
manmade canal (shaded by
culvert)
(C) Other ±800 ft2 ± 1,932 ft2
Highground
(D) Total Area Disturbed: 0.04 acres
(E) Primary Nursery Area: NO
(F) Water Classification: C-SW Open: NO
8.
PROJECT SUMMARY: The applicant proposes to replace an existing ±24.5' wide by ±45.6' long
bridge with a ± 19.5' wide by ±43' long aluminum box culvert.
t.
A.
NC DOT Bridge #13
Tyrrell County
Project setting
The N. C. Department of Transportation (NC DOT) proposes to replace bridge #13
located on SR 1320 crossing an unnamed manmade canal off Alligator River south of Columbia
in Tyrrell County, North Carolina. The existing bridge is ±24.5' wide and ±45.6' long and has
a navigable vertical clearance of ±6' measured to the normal water level (NWL). The canal is
± 15' wide at the bridge crossing and the existing navigable width is ± 15'. The bridge is
bordered on the south by mixed hardwoods, shrubs, vines, herbaceous plants, and mixed grasses.
The site is bordered on the north side by agriculture fields and a private drive. The road
shoulders are vegetated with upland grasses. The manmade canal at the project site is outside the
575' permit zone that accompanies the ORW classification of Alligator River at this location. The
manmade canal is classified as C-SW by the Environmental Management Commission and is not
open to shell fishing.
Project description
NC DOT proposes to replace an existing ±24.5' wide by ±45.6' long bridge with an
approximately 19.5' wide by ±43' long aluminum box culvert. Approximately 1,961 ft2 of canal
bottom will be removed to allow for the installation of the box culvert. The existing vertical
clearance of ±6' will be reduced by 1.0' to 5' measured to the NWL. The existing navigable
width will be increased from + 15' to + 19.5'.
Anticipated impacts
The project as proposed would result in the excavation of ± 1,961 ft2 of canal bottom and
± 800 ft2 of high ground. The existing bridge has a navigable width of ± 15' with a vertical
clearance of ±6'. The proposed box culvert will have a opening of ± 19.5' wide with a vertical
clearance of ±5' which will enhance navigability while slightly lowering the existing vertical
clearance. Localized turbidity would occur as a result of the construction activities.
David W. Moye - Washington Office - 21 August 1996
Form DC11d-tii11-1
96®84?
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
Gum Neck or Chem, Ridge Landing
a. Landowner:
Name N. C. Department of Transportation
:Address P.O. Box 25201
City Raleigh State N_C
Zip 27611 Day Phone [phone]
e. Street address or secondary road number
SR 1320
d. Is proposed work within city limits or planning
jurisdiction? Yes 1 No
e. Name of body- of water nearest project (e.g. river,
creek, sound, bay) Alligator River
Fax [phone]
b. Authorized Agent: 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name H. Fran1din Vick. P.E.
a. List all development activities you propose (e.g.
address P.O. Box 25201 building a home, motel, marina, bullhead, pier, and
excavation and/or filling activities.
City Raleigh State N1. C. Replacement of existing bridge with corrugated
aluminum box culvert: excavation for box culvert
bedding and backfilling of culvert and roadway
Zip 27611 Day Phone [phone] shoulders & slopes
Fax [phone]
b. Is the proposed activity maintenance of an existing
project, new work, or both9 both
e. Project name (if any' ) Tyrrell Bridge No. 13
NOTE: Permit will he issued in name of landownerrs;,
and%r project name.
2. LOCATION OF PROPOSED
PROJECT
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: Replace functionally
obsolete bridge: Use: Public Transportation;
-Methods: Standard brid<~e removal and culvert
installation: Operations: open to traffic at all times
a. County TviTell

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above M1IW or
NWL +/- 7 ft at bridge deck
d. Soil type(s) and texture(s) of tract
PMuimans loam
e. Vegetation on tract Mixed herbaceous along ditch,
mixed deciduous wet forest south of road
f. Man-made features now on tract Timber bridle
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan)
_ Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
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? yes X 1\10
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? _ Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(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
from roadway
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:
0 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.
19 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-'vTP-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 fonn, the applicant
further certifies that such notice has been provided.
Name Tommv Allen Cahoon
Address 1440 Brooks Ave.
Raleigh NC 27607
Name Sterlin Parisher
Address 2924 Mars St.
Virginia Beach. Va 23452
,Tame
Address
Phone
0 A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
0 A check for $250 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.
0 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 1vIanagement Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
giant 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 3uth day of July , 19 96
Print Name H. Frank n Vick. P.E.
Signature
Landowner OrAuthori°ed Agent
Please indicate attachments pertaining to your proposed
project.
- DCM MP-2 Excavation and Fill Information
- DCM Tv,1P-3 Lapland Development
- DCM NIP-4 Structures Information
Y DCM MP-5 Bridges and Culverts
DCM XIP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

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.
(4) 'Rill all, or a part of, the existing culvert be
removed? (Explain)
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MM or NWL
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow'?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U. S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
Form DCM-MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
Drainage Canal
b. Number of culverts proposed
c. Type of culvert (construction material, style)
Comg,ated Aluminum Box Culvert
d. Will proposed culvert replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 45.6 ft
(2) Width of existing bridge 24.5 ft (clear
roadwav)
(3) Navigation clearance underneath existing
bridge +/- 6.0 ft
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All of existing bridge to
be removed
e. Will proposed culvert replace an existing culvert?
Yes X No
If yes,
(1)
(2)
(3)
Length of existing culvert
Width of existing culvert
Height of the top of the existing culvert above
the MIRV or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert +/- 43 ft
g. Width of proposed culvert 19.5 ft
h. Height of the top of the proposed culvert above the
MHW or NWL +/- 5.0 ft
i. Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain Flows will be accelerated through
box culvert only during very infrequent flood-stage
events
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain Ditch not navitaable now
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 53 ft
(2) Width of area to be excavated 37 ft
(3) Depth of area to be excavated 3.0 ft
(4) Amount of material to be excavated in cubic
yards 218 cubic yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: NO
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) mount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 40 ft
(2) Width of area to be excavated 20 ft (2 x to
$)
(3) Amount of material to be excavated in cubic
yards 207 cubic yards (7 ft deep) -_
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
*(1)Location of the spoil disposal area
Some may be used as in 3.g. below
*(2)Dimensions of spoil disposal area
See 3. g. below
*(3)Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
"Note: As yet unidentified upland waste disposal area
Form DCM-MP-5
*(4) Will the disposal area be available for future
maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the \fflW 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
IHtiV or T MT? Yes X No
it yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of till
f Will the placement of the proposed bridge or culvert
result in anv till (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 tiller.
i,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? X Yes No
If yes.
(1) Length of area to be filled 46 ft
(2) Width of area to be filled 42 ft
(3) Purpose of fill culvert backfill: also small
till topdressins of shoulder and slopes
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X tiro
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 N- To
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-'vIP-2
e. How will excavated or till material be kept on site
and erosion controlled? Stringent application of
erosion control methods and Best Management
Practices
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)" Crane. Backhoe. Dump Truck and other
standard bridge 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 oft' e proposed bride or culvert
require any shoreline stabilization?
Yes X No
If yes. explain in detail Except for endwalls at ends
of box culvert
H. Franklin.Vick. RE
App,iea gr ect Nam
Signa ure
Julv 3O. 1996
Date
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IMI N.C. DEPT. OF TRANSPORTATION
Asa' ,? '? DIVISION OF HIGHWAYS
TYRRELL COUNTY
ScAla BRIDGE # 13 ON SR-1320 OVER
' _ '?--?` DRAINAGE CANAL
a „ t alts
SHEET) OF 3 APRIL 26, 1996
WAS rot t amxwi tats

TOMMY ALLEN CAHOON STERLIN PARISHER
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'TO SR-1320 ROO
r,r 1ff0o •LEUND: SEE SHEET.1 OF • a -$ASF ?p -
?i?¢G` RiP P o?;csa 8m STERLIN PARISHER
TOMMY ALLEN CAHOON'
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LEGEND: SEE SHEET_j OF.L
Zip scale:
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20' 4a, LEGEND: SEE SHEET OF,i
N.C. DEPT. OF TRANSPORTATION
90? .2 DIVISION OF HIGHWAYS
TYRRELL COUNTY
BRIDGE # 13 ON SR-1320 OVER
DRAINAGE CANAL
SCALE: 1"= 20' HORZ., 1"= 10' VERT. SHEET ?_ OF3 APRIL 26, 1996
PROPERTY OWNERS
TOMMY ALLEN CAHOON
1440 BROOKS AVE.
RALEIGH,N.C. 27607
STERLIN PARISHER
2924 MARS ST.
VA. BEACH, VA. 23452
AVERAGE DAILY FLOW = 1.65 C.F.S.
FILL IN WATERS = 0.01 AC.-
FILL IN WETLANDS = NONE
FILL BELOW O.H.W. ELEV.= 65' C'. -Y,
EXCAV . BELOW 0. H. W. ELEV •? OU C. V,
DENOTES FILL ABOVE
0 . H . W .
DENOTES EXCAV. BELOW
O.H.W.
DENOTES HIGH GROUND
EXCAV.
NOTE: C.A.B.C. IS CORRUGATED ALUMINUM BOX CULVERT
SIZE IS 1 9' 5"WIDE X 6'11" HIGi-I
DETAIL,
BASS D[TrH
Natural Natural
Ground ?'i -?-p Ground
kip RAPS L Min. 0 = 40' Ft.
6 =VAAF Ft.
JVO T To S c R i. G
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
TYRRELL COUNTY
BRIDGE # 13 ON SR-1320 OVER
DRAINAGE CANAL
SHEET 3 OF 3 APRIL 26, 1996