19951304 Ver 1_Complete File_19951222

IMPORTANT
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Date-fl7o Time
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AREA CODE NUMBER EXTENSION
Message
CO• ?G? ?? /?
Signed
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
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RETURNED YOUR CALL
N.C. Dept. of Environment, Health, and Natural Resources

State of North Carolina
Department of Environment,
H(, alth and Natural Resources
• Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Roger N. Schecterr,, Director
n
wt N a.
0 /25/98
MEMORANDUM
To: Mr. John R. Dorney
NC DEN&NR
Division of Water Quality
P.O. Box 27687
Raleigh, NC 27611
VA WPM
I lk
1From: Steve Benton, Consistency Coordinator

Subject: Project Number DCM98-10, Dated 03120198
Modify CD94-19 Fairfield Bridge Replacement
Proposed by: U.S. Army Corps of Engineers in Hyde County
The above listed document is being circulated to you for review
and comment by 04101198.
Type of Review Requested:
_ General Comments / FYI
_ Determination of Permits Needed / Local Land Use Plan Issues
_ NEPA / NCEPA Comments
_ Preliminary Federal / State Consistency Comments
Federal / State Consistency Comments
Please contact me before the response due date if additional
review time is needed. Thank you.
,AZa,.S'c ?iox cc?-r,?y -741 l?ry - 7.33 61ff " 14"4-A . . ?Ju
REPLY This office objects to the project as proposed.
Comments on this project are attached.
This office supports the project proposal.
No Comment.
Signed
P.O. Box 27687, Raleigh, North Carolina 276gq-%87 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post-Consumer Paper
I
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
March 20, 1998
IN REPLY REFER TO
Environmental Resources Section
BAR 2 3 1998
Mr. Roger Schecter, Director GN?ENT
Division of Coastal Management ?pST
North Carolina Department of Environment
and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Schecter:
This letter is in regard to the ongoing replacement of the Fairfield Bridge. This
project (CD94-19) was found to be consistent with the North Carolina Coastal
Management Program (North Carolina Division of Coastal Management [NCDCM]
letter:: dated July 20, 1994, and March 31, 1995) and received 401 Water Quality
Certification No. 2667 issued by the North Carolina Division of Water Quality
(NCDWQ) on October 30, 1996, for the Corps of Engineers Nationwide Permit No. 15
(U.S. Coast Guard Approved Bridges). The construction contractor has identified the
need for additional temporary construction access (described below) that was not
considered during the permit process. This temporary access will be constructed within
the existing bridge right-of-way. We consider this work to be minor in scope and
incidental to the bridge construction. We have determined that the project modification,
as described below, is required to facilitate the bridge construction and would not
cause significant environmental impact or additional obstruction to navigation. We
would like your agency to amend your consistency determination, as needed, to
address this action.
Our construction contractor has determined that to allow for transportation of
construction cranes across the waterway and to deliver required supplies by barge, two
temporary sheet pile bulkheads (one on each shore) are required to serve as a barge
landing. The contractor's plan (enclosed) includes construction of two 70-foot-long
sheet pile structures. This action will require the placement of about 110 cubic yards of
fill material behind each bulkhead. All of this fill material will be placed below normal
high water and about 0.03 acre of shallow water bottom will be temporarily filled. Any
wetlands that would be impacted are located within the existing cleared construction
right-of-way. After construction is complete, the sheet piles would be removed and pre-
project contours would be restored to the degree practical.
-2-
The contractor has considered the use of a pier-supported structure and
determined it to be impractical for this application, since it would lack the durability
needed to safely support operation of both a 110-ton crane and 250-ton crane with
repeated barge landings over a 36-month construction period. Large quantities of
concrete girders up to 90 feet in length and 75-foot by 24-inch concrete piles would be
loaded from these structures.
Since the need for this temporary bulkheading was not known during the permit
process, the bridge permit (Section 9 of the River and Harbor Act of 1899) from the
U.S. Coast Guard and the Corps of Engineers Nationwide Permit No. 15 did not
consider this action. We are concurrently requesting that the U.S. Coast Guard amend
their existing bridge permit to include the proposed action and that the NCDWQ amend
its 401 Water Quality Certificate.
The proposed activity is within the North Carolina coastal area. We have
determined that impacts from this action are temporary and minor, and that the
proposed action is compatible with the Land Use Plan for Hyde County and consistent
with the approved Coastal Management Program of the State. We are aware that a
consistency determination pursuant to 15 CFR 930 must be provided to the NCDCM at
least 90 days before the onset of the proposed activity. The bridge construction is
underway. We request that the 90-day notification period be waived.
Please provide your agency's response by April 13, 1998. If additional information
is required, please call Mr. Garry Pennington in our Design Section at [phone]
or Mr. Hugh Heine in our Environmental Resources Section at [phone].
Sincerely,
UJI (uavo
C. E. Shuford, Jr., P.E.
Chief, Technical Services Division
Enclosure
-3-
Copy Furnished.-
-"--4 Mr. Steve Benton
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1424 Carolina Avenue
Washington, North Carolina 27889
A

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,. State of North Carolina
Department of Environment,
Health and Natural Resources LIM.
4
Division of Environmental Management
A
James B. Hunt, Jr., Governor 61 Admoodowm9ft
Jonathan B. Howes, Secretary ID C H N FI
A. Preston Howard, Jr., P.E., Director
May 13, 1996
Hyde County
DEM Project #-qs, ? q 513 o 9
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Franklin Vick
Planning and Environmental Branch
N.C. DOT
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
You have our approval to dredge and place fill material in 3,600 square feet of wetlands or waters
for the purpose of replacing a bridge on SR 1128 over a canal connected to Oyster Creek, as you
described in your revised application dated 15 April 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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
Ho d, Jr.
- to.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
Doug Huggett; DCM
Randy Turner, DOT
951034.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
t Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
11 April 1996
MEMORANDUM
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
ILFWAA
?EHNR
.e
RECENED
1.'?SNI1iGTON OFFTC'E
D, E %7.
<.
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SUBJECT: Modified CAMA/Dredge and Fill Permit Application
Applicant: North Carolina Department of Transportation
Project Location: On SR 1128 over a canal connected to Oyster Creek near Swan Quarter,
Hyde County, North Carolina
Proposed Project: To replace an existing bridge with a corrugated, anodized aluminum box
culvert and remove an existing boat house adjacent to the bridge.
Please indicate below your position or viewpoint on the proposed modified project and return
this form as soon as possible. If you have any questions regarding the proposed modified
project, please contact Jeff Schaffer at 946-6481. When appropriate, in-depth comments with
supporting data is requested.
REPLY This office has no objection to the modified project as proposed.
This office has no comment on the proposed modified project.
This office approves of the proposed modified project only if the
recommended changes are incorporated. See attached.
This office objects to the proposed modified project for reasons
described in the attached comments. Date s t
q
Signed
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equd Opportunity Affirmative Action Employer 50% recycled/1 0% 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
April 15, 1996
MEMO TO: John Dorney, DEM I/
David Cox, WRC
FROM:
SUBJECT:
Doug Huggett?"
Division of Coastal anagement
RIF
, 0! AAA
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,=,7wA
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ju APR J 0 1996 .`..
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WETLANDS GF sUP
Revised Permit Application, NCDOT Bridge #28 on SR 1128 over a canal
connected to Oyster Creek.
Enclosed please find a modified permit application for the above referenced bridge.
NCDOT originally applied for a permit to replace the existing bridge with a triple barrel culvert.
However, after learning of agency concerns over the original proposal, NCDOT placed the
processing of the application on hold so that a modified design could be prepared. Processing of
the modified application has been reinitiated. Please review the enclosed information and provide
any comments that you may have to this office. If you have any questions about this project,
please feel free to contact me at [phone].
RFC EO
APFt„24; 1996
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
Modified Application
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
APPLICANT'S NAME: NC Dept. of Transportation
2
LOCATION OF PROJECT SITE: Hyde County on SR 1128 over a canal connected to Oyster Creek
near Swan Quarter.
Photo Index - 1989: NA 1984: H8
State Plane Coordinates - X: 2,801,200 Y: 608,400 (Swan Quarter Quad Lower Left Corner)
3.
INVESTIGATION TYPE: CAMA/D&F
4.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/24/95
Was Applicant Present - No
5
PROCESSING PROCEDURE: Application Received - 12/15/95 Modified App. Received - 4/10/96
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Community - Land; Conservation - Water
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - A/A
(F) Type of Structures: Existing - Bridge and boat house
Planned - Aluminum Box Culvert
(G) Estimated Annual Rate of Erosion: N/A
Source -
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
7.
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 1,800 ft' 1,800 ft2 1,440 ft2
(Canal Bottom) (Shaded)
(C) Other 1,800 ft2 1,920 ft2
(High Ground)
(D) Total Area Disturbed: f.09 acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8.
PROJECT SUMMARY: The applicant is proposing to replace an existing bridge with a corrugated,
anodized aluminum box culvert and remove an existing boat house adjacent bridge in the same canal.
NC Department of Transportation
Modified Bridge #28 Replacement Project
Swan Quarter, Hyde County
Project setting
The NC Department of Transportation's (NCDOT) proposed bridge replacement site is
located on SR 1128 at Bridge No. 28 crossing an unnamed canal at its confluence with Oyster Creek
near Swan Quarter in Hyde County, North Carolina. Bridge #28 measures ±32 ft long by 26 ft wide
with ±1.2 ft of clearance between the bottom of the bridge and the water's surface. The width of the
canal in the project area is ±28 ft. A fish house is situated along Oyster Creek near the bridge to the
southwest. The areas immediately adjacent the bridge are primarily vegetated with fescue and
Bermuda grass with some Spartina patens interspersed throughout. Oyster Creek is classified as SA
ORW waters by the Environmental Management Commission. Oyster Creek is designated as
Coastal Waters and a Primary Nursery Area (PNA) by the NC Division of Marine Fisheries.
Although this area is designated as a PNA, it is closed to shell fishing.
Project description
NC DOT's proposal is to replace Bridge #28, which is described above. The project as
proposed is to muck out or undercut an area approximately 60 ft x 30 ft and then fill the same area
to provide a bedding surface for the installation of a 24 ft wide by 60 ft long aluminum box culvert.
Prefabricated aluminum head walls are proposed at each end of the culvert to retain the fill and for
shoreline stabilization. The area of the proposed excavation and filling below normal water level
would affect approximately 1,800 ft' of canal bottom. The area of adjacent high ground proposed
to be excavated is approximately 30 ft wide by 60 ft long (1,800 ft') while the applicant will fill an
area approximately 32 ft wide by 60 ft long (1,920 ft) for the roadway embankment. The spoil
material associated with the mucking out activity will be transported to a high ground disposal site.
Anticipated impacts
NC DOT's proposed project would result in the excavation and backfill of approximately
1,800 ft2 of canal bottom to create a bed for the proposed box culvert. The culvert would shade a
1,440 ft2 area of canal bottom and reduce the width of the canal by approximately 3 ft. The total area
of high ground that would be disturbed is ±1,920. Localized turbidity will occur as a result of the
mucking out and filling activities.
Jeffrey R. Schaffer
Washington Office
10 April 1996

STATE OF NORTH CAROLINA
JAMEs B. HUNT JR. DMSION OF HIGHWAYS
GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201
DEPARTMENT OF TP.ANSPORTATION
March 25, 1996
Mr. Terry Moore, Field Office Manager
North Carolina Department of Environment,
Health and Natural Resources
Division of Coastal Management
1424 Carolina Avenue
Washington, North Carolina 27889
ATTENTION: Mr. Jeffrey Schaffer, Coastal Field Representative
Dear Mr. Moore:
N-u VNe l•t r-, t"
14-/ j q k., e y
Trls
GARLAND B. GARRETT JR.
SECRETARY
RE. Proposed Replacement of Bridge No. 28 on SR 1128 in Hyde County: Request
for Modification to CAMA Permit Application/Resumption of Permit Processing Clock
The Department of Transportation (Department) has completed an alternate design for the
subject bridge maintenance project in Hyde County. Enclosed are revised MP-1 and MP-5
application forms and a set of drawings depicting the new design, a corrugated, anodized
aluminum box culvert (in lieu of a pipe arch).
Note that the proposed box culvert will provide for almost the same water column cross-
section as the existing bridge. The only difference is that approximately 5.5 feet of shallow water
(<1.0 feet deep) habitat, measured at normal water elevation, will be eliminated by replacing the
bridge with the box culvert. As can be seen on sheet 3 of 3 of the attached drawings, the floor of
the box culvert will be countersunk to provide for a natural stream bed.
The Department requests that, upon receipt of the revised application packet and related
documents, the processing clock that was placed in abeyance on/about February 9, 1996 be
reinitiated. If you have any questions or concerns, please call Mr. M. Randall Turner at
[phone].
Sincer
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
Enclosures
cc: Mr. John Parker

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
KC vCJ w O. N v
4/.I L!/ cl'? ay JMS'
b. City, town, community or landmark
Swan Quarter
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 25201
City Raleigh State N.C
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name H. Franklin Vick P.E., Mra., P&E Branch
Address P.O. Box 25201
City Raleigh State N.C.
c. Street address or secondary road number
SR 1128
d. Is proposed work within city limits or planning
jurisdiction? Yes Y No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Oyster 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.
Replace existing bridge with an aluminum box
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Is the proposed activity maintenance of an existing
project, new work, or both'? both
c. Project name (if any) Replacement of Bridge 9 28
NOTE. Permil will be issued in name of landowner(s),
and/or 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. Public Transportation: Highway
crossing of Ovster Creek: Standard Construction
Methodologes
a. County Hyde
Form DCM-MP-1
4. LAND AND NV ATER
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 +/- E13.0 ft (USGS);+/- 498 ft assumed datum
d. Soil type(s) and texture(s) of tract
Mapped as Backbay and Pungo Muck, some sand
e. Vegetation on tract Upland herbaceous on road
causeway
f. Man-made features now on tract Bridge/boathouse
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan)
X Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the
applicable zoning? Yes No N/A
(Attach zoning compliance cen cote, 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? _ Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, ifavailable)
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 culvert crossing and
approachwav
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.
0 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 710203 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
guideagency personnel unfamiliar with the area to the
Form DCM--•LP-1
site. Include hid' svav „r seccmdar,;y read SRl
ntanbers_ land - ar_b, and tiie like.
OA Stormwater Certification. If :)ne is necessary-.
*A list of the names and compiete addresses of the
ad acent waterfront (rlparianl lar- downers and
signed return receipts as proof that such owners
have received a cope of the application and plats
by certified mail. Such landowners must be advisec.
that then have 30 da:7s in `.vhich to summit comments
on rhle proposed project to the Division of Coastal
Vianaiaement. Upon S12jm,12 this form. the applicant
further certifies that such notice has been provided.
Name _M1rr<, GIemn X. Jorres
address Rt. 1 Box X75
Phone Swan Qua_ter_ \.C :.
Name Elaine v. Sadler
A'dCi eSS BOX 07 ---------- -
Phone Vandemere. N.C. 28587
\alr_z A'illiam P. Z illiamS
Address Rt. 1 Box o' ,
P.,o.i., Swan Quar-Ler. ?. ?.. _ . ._-- -
0 A list of previous state :3r federal permits issued
for work- on tile prOleCt tract. Include pei"mit
numbers, ;Derr?ittee_ and issuira dates.
None
a A check for Stn made pava?lie to the Department of
Environment. Health, and \aturai Resources
DEl ?R? to cover the costs of :rocessir a the
applicat.?. on.
Is A signed AEC; hazard notice or projects in
oceanfront and inlet areas.
• A statement of compliance with the -7*s7.C.
Environmental Policy Act (N.C,.CT'.S. 113A - 1 to
101 If the project 1*1volves the expenditure of public
f 1I1dS or use of p 1bliG ariC1S, atach a Statdi7li'- It
documentin2- compliance with the North Carolina
Enviror,lnental Policv Act.
6. CERTIFICATION AND PERMISS1071?
TO ENTER O LAN . 1."
I understand that am- oerir.it iss: ed in response to this
'M lic'ation, will ::2'i," ..'` .ae° . _' 12......;C ll ,A in
i
the application. the l:'.'rOlect will be subleCt to
conditions and restrictions CC: to n:;d in the e nit.
T certify that to the best of ro ono;::!dye. the proposed
a-- VitF Com-)!ieS l- I the Jt t2 of North arolim'
aroroved Coastal \lanaaement 'roffam and will be
4oni..UCt2ii in 3 illc.ilne_ ti.l.S_J.l:.t G'ia7 such %'roa_alr:
T 1 i, that T rl ?, r: 7rc. :?
cent f ha. a auhc . __.ec v ^ni. and _act,
gant permission t0 _ rresentati4es of State: and federal
review agencies to enter on the aforementioned lands in
:;onn ectlon with 2valuati:l IfOiTiatlC i rel,:t2d to this
permit apl:?lication and follow-up tnonitoriny of the
pr^i,°ct
1 further certif-.• that the Ir.forration provided in this
app11CC, eon iS tl ?lth1'-1 l" t ie .- t'.:it ?f m-,,., ltinl)?.'12Ce.
' _._..t
i :liS IS tfi2 =f Ui:l??' LL ?.?li=11.11i:y `.) ()
?riit \aille H. ra,y_;:_ : icK.
S i atu: 2
/ 1't?z
y ,:<.1l G70 ?L'tti3? Ut'--i11Ij1UP'J?ft _-1??itl
Please indicate attachments pertaming to your proposed
project.
;C\4 -%,IP cavation and Fill Information
DCM'-\u -3 nl?nd De-, e_oplrent
DCl4 \,fP-4 Structures lniormatior,
Y 1)C','f \--M-5 R~:agIC i n d C?uly--rts
i-)C-\I _vlF--h %larlr_a LDe=elopnent
?i:OT.c. Pleas-- sit -'i :1i?Li cUC:T? 7t1uC'i?i9ici?1 in the
Space i"OV7aLa at Tr?e bottom Ut eac TUr,-??.
Form DCM-IvIP
B RIDGES ANA
CULVER"T"S
Attach this form to Joint Application for C NLAI Maior
Perinit_ Form DC M-N m-1. Be sure . to compete a':1 other
sections of the joint Auolieation that relate to this
proposed project.
1. BRIDGES N1
a. Public Private
b. Tvpe of bridge f•cons ruction material;;
c. ? ater body to '^e crossed by 1bridge
d. Water depth at the proposed crossing at
e. Will proposed bridge replace an existing bridge?
Yes '?:o
if yes,
1i Leng-h of e xistir?` '"oridge
C "I Width of existing brit-L-e
f3i Navigation clearance >>nderreath ousting
bridge
(4', Will all, or a part of, the existingT bridge be
removed' (ENplain j
t. LVlll nrooosed badge replace an. ?xisting cui era(s)"
yes if yes,
(I 'l T en`-th of e:,: in` cul I _
(i Ll 'dth of existing culvert
} Height of the ton of the existing culvert above
the vLTT :" or IVL
"4) LY ill all, or a part of. the existing culvert De
removed? <Explair_ j ---- -
Length of proposed brl&,e
h. Liv idth of proposed bridge
He4'at cf propose:- bridg° above -etlands
1• .111 the proposed bridge affect existin- water Iio':
Yes o
?f y-es, explain
K. Navigation clearance ul'iderneau, Proposed Lna-21.e
i. ,N.' 11 the oroposed bridge at ect n.avigation . L)v
reducing or irc-er.sin?
openin," Yes _ do
Tf ves. explain
T "*11 tl proposed b "e .,cr lor, tai
:. i,ridaro ? ?.,tiads cont.n.n?
no navigable z aters? Y es No
If ves, emnlain
??. Have 'rni contaCLe?, the U.S. Coo ,-Tt an?
_oncerr?ir? their aprrovai.,
Yes _ No
f 'CS7 j?ll'ase provic':e record of their acti'?7.'..
Form DCM-AR
2. CULVERTS
a. `A ater body in which culvert is to ire placed
Canal, a tributan- to Oyster Creek
b. Number of culverts proposed
c. Type of culvert (construction material, style')
-Anodized Aluminum box culvert (corrugated)
d. Will proposed culvert replace an existing bridge.'
X Yes I\ o
If yes.
(i ) Length of existing bridge 3 1.7 ft
Width of existing bridge 26 ft
Natizgation clearance underneath e:,tist_ng
bridge 1.2 ft (ti_ert): =% 28 ft ihoriz'?
;4) Will all, or a Hart of. the existi ,- bridc,e I-
removed" (Explain) _Ali of existin< bridge to
be removed
e. 'Will proposed culv_-* ri,pla':.e an exist Ling
tiu:t;,...
Yes If Ves_
Lers-tim of existir culveiL
(2) Width of existing culvert
3) Iieigilt of the Cop f the e:iisnnv culvert above
the lvl_H- V or L L
(4) Wi'_'_ all, or a nart of. the existing culvert be
removed'
(Explain) _
f. Leri`T?th of proposed culvert - _ 6+1 fr (_ verage length)
V,'idth of proposed culvert 2-1 f+
h. Height of the top of the nroposed culvert above the
?.,f-HM- or ?O l 1.2 fC
i. Will the proposed culvert affect existing water flow',
Yes X No
yes, explain
i. Will the proposed culvert affect existing navigation
potential'' No, v
If yes. expiain
3. EXCAVATION AND FILJ-
a. Will the placement of the proposed bridge or culvert
require any excavati.?n below the \ 1V or NT
?? L?
.? `es No ,d z, 41+J'js
It yes. 30 a?:°'??` r?`
(1 Len
igrth oI area to be excavated - - ft w
Width of area to be excavated 60 ft
T Depth of area to be excavated 6,') it
i,4) Amount of material to be excavated in cubic
yards - 4:10 c' %,ds
h Will the placeni nt of the proposed 1" dgc or culvert
--ire any excavatio; ',v i'nin- No
_ Coastal Wetlands S." 's Ogler Wetlands
Tj -
(1) Length of area to oe excavatea ___--
Width of area to be excavated
.=unouu`lL Of _I al ri.ii to 'JC c`;.:a utcii =n UL Ic
vards
c. A ill the maconienI of Ih: proposed briuge or culvert
require anv hiTli?--ound excavation'
Yes o
If yes.
Lenzh oar a to '.-)e ?xcavate,4
- - :i)
(2) Width of area to be excavated - -6i eft x 3 ft
i, , Amount cf r_materia_ to be exca>:?ated in cubic
yards -!- 2j.!) cu vds
.7. If time placement of time L'ri:`ae or culvert irn olves a iy
excavation- please complete the followl-ng:
(l; Location of the spoil ::isposal are
Upland site to be determined
Di nensions of spoil disposal area - -
see d. ( 1) _
!?? Do you claim titte to the disposal area
`- ,
i :,s A o see Ct. .
If no. attach a letter granting permission from
the o vr_er. .
Form DCM-NMF--5
1.4j Will the disposal area be available for future
man.ntenance^ Yes No see d.(1 i
(5 j Does the disposal area include any coastal
wetlands (marsh)7 S_ ? Vs. or other wetlands
yes -\ -,,0
if ves, Clive dimensions if different from (2)
above. see d. (1;
(6) Does the disposal area include any area below
the NUM- 7 or NTIV"L' Yes X \ o
If yes, give dimension if different from \o. ?
above. seed. (1
L. V? ill the proposed project require the relocation of
.Inv exist) utilit?° lines'' __ Yes Z _ No
if yes. expiain in detail None anticipated
'Xill the proposed project require the ;onstructi."m
of any temporary detour structures''
`l s X No
if ves, explain in detail \one anticipated
e. Will the placement of the proposed bridge or culvert
result in arw fill (other than excavated material
described in Item d. above' to be placed below
\jL-IV- or N' VVL'_.' X Yes No
If Yes.
(1) Length of area to be filled -60 ft
(2) Widt,-i of area to be filled =? ft
(3 j Purpose of fill bac," ill for box cuivert _
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:
Coastal VV'etlanLas S ^.V's `ther W-- lands
if ves. \o - -
(1) Length of area to be filled _
VV'idth of area to be fined
31 Purpose of till
Cr Will the placement of tke proposed bridge or culvert
result in any till (other tllari excavated material'
described in Item d. above) to be placed on
highground? 1 Yes \o
If ves.
(1 Length of area to be filled 60 ft
(mil Width of area to be filled 3? ft
(3Purpose of fill Rcadwa,, Embarkment ..
4. GENERAL
a.
Will the proposed project involve anv mitigation"
Yes Y NTo
If yes, explain in detail
?. V v ill the proposed project TeC1L1iT work
channels':' Yes =`o
If yes, complete Form D(-N/1-NT
e. How will excavated or fill material be kept on site
and erosion controih-d' Str" ' ent a 11cat?L1 !f
\CDO l's_B_MPs for the Protection of Surface
VV'aters
f. tVhat t?.-pe of construction equipment will he used
for example, draalI e, backhoe or ilvdrauhc
dredge )? Bac'nhoe, trucks, etc.
Will wetlands ie Crossed in transporting Gquipment
to project slte'' Yes _ 'o
t
if "Os., explain steps tha will be takers tc lessen
environmental impacts.
h. :V'ili the placement of the proposed bridge- or culvert
require anv shoreline stabilization?
Yes N-?
If yes_ explain in detail Proposed head,?A-alis at both
ends of culvert will stabilize backtil!s
c' P.E. _
\CDOT- Franklin 7;
Ap t r jest Nz_
Si6n. tare -- - --- -- -
\Jarch 2 "..006
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Date
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C,E:NOTES EXCAV . BELOW 0 . H . W .
D_A_= INDETERMINATE ..
AVERAGE DAILY FLOW =INDETERMINATE
EXCAV_ BELOW O.H.W.=,y,O_C.Y_
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95
. J._N--APR-30-"96 TUE 08:36 II):
E
1 ti
State of North Carolina
Department of Environment,
Hoalth and Natural Resources
Division of marine Fisheries
James B. Hunt, Jr., Governor
Jonathan 13, Howes, Secretary
Bruce Freeman, Director
TEL N-O:- #895 Pot
r a J-vAA A,.wr
per oar-
ru.1 urrs,6 f, •r7

MEMQRANDUM
TO: John Parker
FROM: Katy West 11?
DATE: , 15 April 1996
SUBJECT; Modified LAMA Permit NCDOT Bridge 2$, Oyster Creek, Hyde County
The North Carolina Division of Marine Fisheries (NCDMM offers the following comments
on the modified subject project pursuant to G.S. 113-131. Our 2 February 1996 comments
express our concern with bridge to culverts replacements in Primary Nursery Areas (PNAs).
The modified proposal for a single aluminum 24 ft by 60 ft box culvert that will be
countersunk addresses our main concern of a restricted passage.
The NCDMF approves of the modified proposed project with the following stipulation:
1. A oonatruction moratorium be required from April-September. The area is a
designated PNA and a moratorium will lessen potential Impacts the bridge
replacement will have on juvenile finfish and crustaceans.
I-
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An equal Oooonunlty Affirma0ve Adlon Employer 50% r"clecY 10% post-consomtr paver
. '----APR-30-'96 TLE 08:37 ID: TEL N0: #895 P02
State of North Carolina
Rep rtment of. Environment,
eal and Natural Resources
D"lon of Coastal Management
James B. Hunt. Jr., Governor
Jonathan S. Howes, Sacratary
Roger N. Schecter, Director
11 April 1996
hWdORANDUM
TO: Mr, Bruce L. Freeman, Director
Division of Marine Pisheries
FROM John R. Parker, Jr.
Major Permits Processing Coordinator
? i
L)FE "1`?1Fit
SUBJECT: Modified CAMA/Dredge end Pill Permit Application
Applic2nt: North Carolina Department of Transportation
A2A
Project > .o A&n! on SR 1128 over a end connected to Oyster Creek near Swan Quarter,
Hyde County, North Carolina
Proposed Project: To replace an existing bridge with a corrugated, anodized aluminum box
culvert and remove an existing boat house adjacent to the bridge.
Please indicate below your position or viewpoint on the proposed modified project and return
this form as soon as possible. If you have any questions regarding the proposed modified
project, please contact Jeff Schaffer at 946-6481. When appropriate, in-depth comments with
supporting data is requested.
REPLY This office has no objection to the modified project as proposed.
This office has no comment on the proposed modified project.
This office approves of tho proposed modified project only if the
recommended changes are incorporated. See attached.
This office objects to the proposed modified project for reasons
described in the attached comments.
Signed Date XS 17 7 (?
1424 Crnolina Avenue. WaWnoton. North CaroMa 27889 Tolephor* 919.94&&81 FAX [phone]
An Equol opportunity Afftr nQUVO Action Empioyor 50%reoyoled/ 10% post-consumer paler
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 18, 1996
Mr. Franklin Vick
Planning and Environmental Branch
N.C. Dept. of Transportation
P.O. Box 25201
Raleigh, NC 27611-5201
Dear Mr. Vick:
Re: Proposed land clearing of wetlands
Hyde County
DEM #951304
On 22 December 1995 you wrote the Division of Environmental Management
(DEM) regarding your plan to fill wetlands for the purpose of replacing an existing bridge
on SR 1128 over a canal with culverts in Hyde County. Your letter sought approval from
DEM to fill in these wetlands under a CAMA permit. We understand that you are
redesigning the bridge to address agency concerns. Once that redesign is accomplished
sent to us (via DCM), we will complete action on your project.
Please call me at 919-733-1786 if you have any questions.
Sincerely,
T?aater Domey
uality Certifica /ion Program
cc: Washington DEM Regional Office
Wilmington Corps of Engineers
Central Files
John Parker; DCM
951304.app
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR DEVELOPMENT "Fr 2 2 ISG5
PERMIT AND WATER QUALITY CERTIFICATION
The Department of Environment, Health, and Natural Resources hereby gives public notice as
required by N.C.G.S. 113A-119(b) and 143-215 3(a)(1)(c) that the North"C-arolina Department
ofT,ranspbrtation filed an application on 15 December 1995 for a permit from the Division of
Coastal Management to develop in an Area of Environmental Concern and for certification from
the Division of Environmental Management that a discharge of fill material in project wetlands
will not violate applicable water quality standards. According to said application, the North
Carolina Department of Transportation proposes to replace an existing bridge with 3 culverts and
remove an existing boat house adjacent to the bridge. The site s'16ated on`SR_ 1128 at Bridge
Nga28 over a canal connected to Oyster Creek near Swan Quarter in Hyde County, North
Carolina.
A copy of the entire application and additional information maybe examined (or copies furnished
upon request and payment of reproduction costs) during normal business hours of the Division
of Coastal Management, 1424 Carolina Avenue, Washington, North Carolina, and/or the
Division of Environmental Management, 1424 Carolina Avenue, Washington, North Carolina.
The Division of Environmental Management proposes to take final action on this water quality
certification on or before 26 January 1996. The issuance of the CAMA Major Development
permit and the Section 401 Certification may deviate from this projected date depending upon
the nature of the comments submitted and subsequent hearings that may result.
All persons desiring to make comments should do so in writing to Mr. Roger Schecter, Director,
Division of Coastal Management, P.O. Box 27687, Raleigh, N.C. 27611, prior-t6-16 January
1996 for consideration in the CAMA permit decision, and to Mr. John Dorney, Division of
Environmental Management, P.O. Box 27687, Raleigh, North Carolina 27611 prior to 11
January 1996 for consideration in the water quality certification decision. Later comments on
the CAMA application will be accepted and considered up to the time of permit decision.
Project modifications may occur based on review and comment by the public and state and _
federal agencies. Notice of the permit decision in this matter will be provided upon written
request.
Please publish on 27 December 1995 in the Beaufort-Hyde News for the North Carolina
Division of Coastal Management, Post Office Box 27687, Raleigh, North Carolina 27611,
ATTN: Kris Horton.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Dept. of Transportation
2. LOCATION OF PROJECT SITE: Hyde County on SR 1128 over a canal connected to Oyster Creek
near Swan Quarter.
Photo Index - 1989: NA 1984: H8
State Plane Coordinates - X: 2,801,200 Y: 608,400 (Swan Quarter Quad Lower Left Corner)
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -10/24/95 RECEIVED
Was Applicant Present - No
DEC 2 21995
5. PROCESSING PROCEDURE: Application Received - 12/15/95 EWIRONMENTAL SCIENCES
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Community - Land; Conservation - Water
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - A/A
(F) Type of Structures: Existing - Bridge and boat house
Planned - Culverts
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 2,100 ft2 2,100 ft'
(Canal Bottom)

(C) Other 2,100 ft'
(High Ground)
(D) Total Area Disturbed: +.05 acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: The applicant is proposing to replace an existing bridge with 3 culverts and
remove an existing boat house adjacent bridge in the same canal.
NC Department of Transportation
Bridge #28 Replacement Project
Swan Quarter, Hyde County
Project setting
The NC Department of Transportation's (NCDOT) proposed bridge replacement site is
located on SR 1128 at Bridge No. 28 crossing an unnamed canal at its confluence with Oyster Creek
near Swan Quarter in Hyde County, North Carolina. Bridge #28 measures +32' long by 26' wide
with f2.5' of clearance between the bottom of the bridge and the water's surface. A f 12' wide by
f 14' long boat house is situated on the downstream side of the existing bridge and sits approximately
5' from the bridge along the east `side of the canal. A fish house is situated along Oyster Creek near
the bridge to the southwest. The areas immediately adjacent the bridge are primarily vegetated with
fescue and Bermuda grass with some Spartina patens interspersed throughout. Oyster Creek is
classified as SA ORW waters by the Environmental Management Commission. Oyster Creek is
designated as Coastal Waters and a Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries. Although this area is designated as a PNA, it is closed to shell fishing.
Project description
NC DOT's proposal is to replace Bridge #28, which is described above. The project as
proposed is to muck out or undercut an area approximately 70'X 30' and then fill the same area to
provide a bedding surface for the installation of three 95" (or 7.9') wide by ±67' long metal culverts.
Head walls are proposed to retain the fill and for shoreline stabilization on the adjacent canal banks.
The area of the proposed excavation and filling consists of approximately 2,100 ft2 of canal bottom.
The spoil material associated with the mucking out activity will be transported to a high ground
disposal site.
Anticipated impacts
NC DOT's proposed project would result in the excavation and backfill of approximately -
2,100 ft2 of canal bottom to create a bed for the proposed culverts. Localized turbidity will occur
as a result of the mucking out and filling activities.
Jeffrey R. Schaffer - Washington Office - 19 December 1995
Form DC'I--,VIP-1
MCM 01(amfick 1111gq?
Waac
3S
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
Swan Ouarter
a. Landowner:
Name N.C. Department of Transportation
Address P.O. Box 25201
City Raleigh State N.C
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name H. Franklin Vick. P E NIA ME Branch
c. Street address or secondary road number
SR 1128
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) Oyster Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROTECT
Address P.O. Box 25201
City Raleigh - State N.C.
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or tilling activities.
Replace existing bridge with arch pipes
Zip 27611-5201 Day Phone [phone]
Fax [phone]
c. Project name (if any) Replacement of Bridge # 28
NOTE. Permit will be issued in name of landowner(s),
and/or project name.
2. LOCATION OF PROPOSED
PROJECT
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. Public Transportation High«?av
crossing of Oyster Creek• Standard Construction
Methodologgies
a. County Hvde
Form DCN1-1VIP-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 ±/_ E13.0 ft (USGS),+/- 498 ft assumed datum
d. Soil type(s) and texture(s) of tract
limped as Backbav and Pumo Muck• some sand
e. Vegetation on tract Ut21and herbaceous on road
causeway
f Man-made features now on tract Bridge/boathouse
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan)
X Conservation
- Developed
`s Rural
Transitional
Community
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 cen cate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If ves, 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 pie crossing and approa_ ch??,ay
o. Describe existing drinking water supply source.
NIA
5. ADDITIONAL INFOR:vIATION
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
guideagency personnel unfamiliar with the area to the
Form DCNI-MP-1
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 acopy 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
IvIanagement. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Harry, Glenn & Odessa W. Jorres
Address Rt. 1 Box 575
Phone Swan Quarter N.C. 27885
Name Elaine G. Sadler
Address BOX 97
Phone Vandemere. N.C. 28587
Name William F. Williams
Address Rt. 1 Box 63
Phone Swan Quarter. N 27885
6. CERTIFICATION AND PERIMISSION
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.
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
None
• A check for 5250 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.
/ fk
This is the ! ? day of 19 9-s
Print Name H. in Vick P. .
V
Signature - /u
andowner orAuthorfzed Agent _
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
- DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM I V-6 TMarina Development
iVOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
. Form DCNI-NIP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAmA, Major
Permit, Form DCM-VIP-l. 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
(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
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
d. Water depth at the proposed crossing at _ILW or
NW1 .
e. Will proposed bridge replace an existing bridge?
k. Navigation clearance underneath proposed 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 %IHW or 1V wL
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 ves, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval"
Yes No
If yes, please provide record of their action.
Form DC1VI ;MP-5
2. CULVERTS
a. Water body in which culvert is to be placed
Canal, a tributary to Oyster Creek
b. Number of culverts proposed
c. Type of culvert (construction material, style)
.Anodized Aluminum Arch Pipes
d. Will proposed culvert replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 31.7 ft
(2) Width of existing bridge 26 ft
(3) Navigation clearance underneath existing
bridge 1.2 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) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the %1HW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert +/- 67 ft (average length)
g. Width of proposed culvert 3 (a,, 95 in = 31 ft
h. Height of the top of the proposed culvert above the
NLff3W or NWL 1.2 ft
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 TMEM or NWL?
X Yes No
If yes,
(1) Length of area to be excavated +!- 70 ft
(2) Width of area to be excavated 30 ft
(3) Depth of area to be excavated 4.5 ft
(4) Amount of material to be excavated in cubic
yards +/- 350 cu yds
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) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed *bridge or culvert
require any highground excavation?
X -Yes No
If yes,
(1) Length of area to be excavated +/- 70 ft
(2) Width of area to be excavated +/- 60 ft
(3) Amount of material to be excavated in cubic
yards _+/-200 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
Upland site to be determined
(2) Dimensions of spoil disposal area
see d. (1)
(3) Do you claim title to the disposal area?
Yes No see d. 1
If no, attach a letter granting permission from
the owner.
` Form DCM-,N1P-5
(4) Will the disposal area be available for future
maintenance? Yes No see d(1)
(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. seed. 1)
(6) Does the disposal area include any area below
the Ivff1W or NINU Yes X No
If yes, give dimension if different from No. 2
above. see d. 1)
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
I?IHW or NWL? X Yes No
If yes,
(1) Length of area to be tilled 30 ft
(2) Width of area to be filled 61 ft
(3) Purpose of till backfill for pipes
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:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes, No
(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
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 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 None anticipated
c. Will the proposed project require the construction
of any temporary detour structures?
Yes X No
If yes, explain in detail None anticipated
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCIM-NIP-2
e. How will excavated or fill material be kept on site
and erosion controlled? - S went application of
NCDOT's BVtPs for the Protection of Surface
Waters
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe. trucks. 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?
X Yes -NTo
If yes, explain in detail Proposed headwalls will
stabilize roadway fills in vicinity of pipes
NCDOT- . Franklin V' E.
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North Carolina
Department of Transportation
Division of Highways
County: Hyde
Quad: Swanquarter
Basin: Tar-Pamlico
Project: Replace Bridge # 28 on
SR 1128 Over Canal
Date: 09 / 20 / 95
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North Carolina
Department of Transportation
Division of Highways
County: Hyde
Quad: Swanquarter
Basin: Tar-Pamlico
Project: Replace Bridge # 28 on
SR 1128 Over Canal
Date: 09 / 20 / 95
Sections -
sheet 3of 3
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
19 December 1995
A715TA
ID FE F1
WASH NGTONEOFFICE
MEMORANDUM
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
['c- L
011F G' 2 -. 1°95
SUBJECT: CAMA/Dredge and Fill Permit Application Review
FINVROINIMEIINDIL SCIENCES
Applicant: N.C. Department of Transportation
Project Location: On SR 1128 at Bridge No. 28, Hyde County, North Carolina
Proposed Project: To replace the existing bridge with 3 culverts and remove an existing boat
house adjacent to the bridge in the same canal
Please indicate below your position or viewpoint on the proposed project and return this form
by 9 January 1996. If you have any questions regarding the proposed project, please contact
Jeff Schaffer at 946-6481, Ext 299. 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 project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons described in the
attached comments.
Signed
DEC ) 9 1995
1% & iL
Date
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
.A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Dept. of Transportation
2. LOCATION OF PROJECT SITE: Hyde County on SR 1128 over a canal connected to Oyster Creek
near Swan Quarter.
Photo Index - 1989: NA 1984: H8
State Plane Coordinates - X: 2,801,200 Y: 608,400 (Swan Quarter Quad Lower Left Corner)
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/24/95
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 12/15/95
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Community - Land; Conservation - Water
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - A/A
(F) Type of Structures: Existing - Bridge and boat house
Planned - Culverts
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION: [AREA]
DRFDGF,D FTT.T.F.T) OTT4RR
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 2,100 ft2 2,100 ft2
(Canal Bottom)
(C) Other 2,100 ft2
(High Ground)
(D) Total Area Disturbed: f.05 acre
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: The applicant is proposing to replace an existing bridge with 3 culverts and
remove an existing boat house adjacent bridge in the same canal.
1!
NC Department of Transportation
Bridge #28 Replacement Project
Swan Quarter, Hyde County
Project setting
The NC Department of Transportation's (NCDOT) proposed bridge replacement site is
located on SR 1128 at Bridge No. 28 crossing an unnamed canal at its confluence with Oyster Creek
near Swan Quarter in Hyde County, North Carolina. Bridge #28 measures ±32' long by 26 wide
with ±2.5' of clearance between the bottom of the bridge and the water's surface. A ±12' wide by
±14' long boat house is situated on the downstream side of the existing bridge and sits approximately
5' from the bridge along the east side of the canal. A fish house is situated along Oyster Creek near
the bridge to the southwest. The areas immediately adjacent the bridge are primarily vegetated with
fescue and Bermuda grass with some Spartina patens interspersed throughout. Oyster Creek is
classified as SA ORW waters by the Environmental Management Commission. Oyster Creek is
designated as Coastal Waters and a Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries. Although this area is designated as a PNA, it is closed to shell fishing.
Project description
NC DOT's proposal is to replace Bridge #28, which is described above. The project as
proposed is to muck out or undercut an area approximately 70'X 30' and then fill the same area to
provide a bedding surface for the installation of three 95" (or 7.9) wide by ±67' long metal culverts.
Head walls are proposed to retain the fill and for shoreline stabilization on the adjacent canal banks.
The area of the proposed excavation and filling consists of approximately 2,100 ft2 of canal bottom.
The spoil material associated with the mucking out activity will be transported to a high ground
disposal site.
Anticipated impacts
NC DOT's proposed project would result in the excavation and backfill of approximately
2,100 ft2 of canal bottom to create a bed for the proposed culverts. Localized turbidity will occur
as a result of the mucking out and filling activities.
Jeffrey R. Schaffer - Washington Office - 19 December 1995
M ?TF y
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STATE OF NORTH CAROLINA
DEPARTMENT OF 1PANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201
December 7, 1995
Mr. Jeffrey R. Schaffer, Field Representative
N.C. Department of Environment, Health,
and Natural Resources
Division of Coastal Management
Washington Field Office
P.O. Box 2188
Washington, N.C. 27889-2188
Dear Mr. Schaffer:
GARLAND B. GARRETT JR.
SECRETARY
Re: Proposed Replacement of Bridge No. 28 on SR 1128 in Hyde County
On/about September 29, 1995 the North Carolina Department of Transportation
(NCDOT) submitted a CAMA Major Development Permit application for the proposed
replacement of bridge # 28 in Hyde County. A permit was required, because the
unnamed tributary to Oyster Creek at the site of bridge # 28 was determined to be an
Area of Environmental Concern per Administrative Code Subchapters 7H.0206/.0207.
On October 20, 1995 the Division of Coastal Management (DCM) returned the
application due to discrepancies in the information provided. Corrections have been
made to the application as recommended in DCM's October 20th letter. The revised
MP-1 and MP-5 applications and accompanying drawings are attached. Riparian
landowner notification verifications are also provided.
It is requested that this revised application be processed as soon as possible to
enable the Bridge Maintenance program to upgrade the existing, functionally obsolete
structure in the near future.
If you have any questions or comments please call Mr. M. Randall Turner at
[phone] (office), or at [phone] (cell phone).
Sincerely,
F ankiin Vick, P.E., Manager
Planning & Environmental Branch
HFV/mrt
¦r
Page 2
December 7. 1995
Mr. Schaffer
Enclosures
cc: John Parker, Permit Coordinator, DCM
Jimmy Lee, P.E., Bridge Maintenance Unit
D.R. Conner, P.E., Division Engineer
M. Randall Turner, Division Environmental Officer
Form DCM-MP-1
[TC(PM 61(Wpiek 11-(K1W
?A(1?
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
Swan Quarter
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 25201
City Raleigh State N.C
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name H. Franklin Vick. P.E. Mgr.. P&E Branch
c. Street address or secondary road number
SR 1128
d. Is proposed work within city limits or planning
jurisdiction? Yes l\To
e. Name of body of water nearest project (e.g. riser,
creek, sound, bay) Oyster Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Address P.O. Box 25201
City Raleigh State N.C.
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace existing bridge with arch pipes
Zip 27611-5201 Dav Phone [phone]
Fax [phone]
e. Project name (if any) Replacement of Bridge 4 28
NOTE. Permit will be issued in name of landowner(s),
andior project nanie.
2. LOCATION OF PROPOSED
PROJECT
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. Public Transportation Hiahwav
crossing of Oyster Creek Standard Construction
MethodoloJes
a. County Hyde
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 NE-1W or
NWL +/- E13.0 ft (USGS)-+/- 498 ft assumed datum
d. Soil type(s) and texture(s) of tract
Mapped as Backbay and Pungo Muck some sand
e. Vegetation on tract Upland herbaceous on road
causeway
f. Dian-made features now on tract Bridge/boathouse
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan)
X Conservation Transitional
Developed Community
Y Rural Other
h. How is the tract zoned by local government?
Ni'A
i. Is the proposed project consistent with the
applicable zoning? Yes No N/ A
(Attach zoning compliance certificate, if applicable)
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? _ Yes Y No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
NIA
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 pipe crossing and ap rop achwav
o. Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
19 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 «Titten permission
from the owner to carry out the project.
o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11 " white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.;)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U. S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guideagency personnel unfamiliar with the area to the
Form DCM-MP-1
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
TManagement. Upon sianing this form, the applicant
further certifies that such notice has been provided.
Name Harrv. Glenn & Odessa W. 3orres
Address Rt. 1 Box 575
Phone Swan Quarter, N.C. 27885
Name Elaine G. Sadler
address Box 97
Phone Vandemere, N.C. 28587
-.Name William F. Williams
Address Rt. 1 Box 63
Phone Swan Quarter. N.C. 27885
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing .dates.
® A check for 5250 made payable to the Department of
Environment, Health, and Natural Resources
(DEI-L'R} to cover the costs of processing the
application.
a A signed AEC hazard notice for projects in
oceanfront and inlet areas.
Q 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 ivlanagement Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to ant. and do in fact.
grant pennission 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
proj ect.
I further certifv that the information provided in this
application is truthful to the best of my knowledge.
/ 14
This is the ! ? day of 'Omk, 19 9-s
Print NaZ11er Vick. P. .
Signature
whor&ed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
- DCM NT-P-3 Upland Development
DCM MP-4 Structures Information
Y DCM MP-5 Bridges and Culverts
_ DCM _1\/1P-6 Marina Development
iVOTE: Please sign and date each attachment in the
space provided at the bottom of each,form.
Form DCM-MR5
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 I / 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
NAki .
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 %,IHW or N M1
(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
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the nroposed bridge affect navigation by
reducing or increasing Vthe existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable watersYes 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
Canal, a tribu? to Oyster Creek
b. Number of culverts proposed
c. Type of culvert (construction material, style)
Anodized Aluminum Arch Pipes
d. Will proposed culvert replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 31.7 ft
(2) Width of existing bridge 26 ft
(3) Navigation clearance underneath existing
bridge 1.2 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 M -1W or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert +/- 67 ft (average length)
Cr. Width of proposed culvert 3 c'a 95 in = 1 ft
h. Height of the top of the proposed culvert above the
N4HW or NWL 1.2 ft
i. 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 I ERR or N WL?
X Yes No
If yes,
(1) Length of area to be excavated t 70 ft
(2) Width of area to be excavated 30 ft
(3) Depth of area to be excavated 4.5 ft
(4) Amount of material to be excavated in cubic
yards ±/- 350 cu vds
b. Will the placement of the proposed bridge or culvert
require any excavation within: tiTo
- Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 70 ft
(2) Width of area to be excavated +/- 60 ft
(3) Amount of material to be excavated in cubic
yards +/- 200 cu vds
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Upland site to be determined
(2) Dimensions of spoil disposal area
see d. (1)
(3) Do you claim title to the disposal area?
Yes No see d. 1
If no, attach a letter granting permission from
the owner.
Form DCM-MP-S
(4) Will the disposal area be available for future
maintenance? Yes No see d.(1
(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. seed. (1)
(6) Does the disposal area include any area below
the IAITIW or NWL? Yes X No
If yes, give dimension if different from No. 2
above. seed. 1)
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail None anticipated
c. Will the proposed project require the construction
of any temporary detour structures?
Yes X No
If yes, explain in detail None anticipated
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
-%E-IW or NWL? X Yes No
If yes,
(1) Length of area to be tilled 30 ft
(2) Width of area to be filled 61 ft
(3) Purpose of till backfill for pipes
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:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes, No
(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
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be tilled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a.
Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCIVI-Tv1P-2
e. How will excavated or fill material be kept on site
and erosion controlled? _ Stri ggent application of
NCDOT's BIMPs for the Protection of Surface
Waters
f What type of construction equipment will be used
(for example, dragline, back-hoe or hydraulic
dredge)? Backhoe. trucks. 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?
X -Yes __\1o
If yes, explain in detail Proposed headwalls will
stabilize roadway fills in vicinity of pipes
NCDOT- . Franklin V' .E.
Ap n r ject Na
4a ature
/2-
Date
Hyde County
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Department of Transportation
Division of Highways
County: Hyde
Quad: Swanquarter
Basin: Tar-Pamlico
Project: Replace Bridge # 28 on
SR 1128 Over Canal
Date: 09 / 20 / 95
Vicinity Map
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TOTAL FILL ='?00 Q. Y.

470 Q
North Carolina
Department of Transportation
Division of Highways
County: Hyde
Quad: Swanquarter
Basin: Tar-Pamlico
Project: Replace Bridge # 28 on
SR 1128 Over Canal
Date: 09 / 20 / 95
Sections
Sheet 3of 3
DEHNR Fax:[phone] Jul 22 '96 14:19 P.15/18
To: Jahn Dorney
Planning Branch
prmiON OF B<+TU omolm KMGMW -
C/AMA/CO-E PERMIT APPLICATION REVIEW
WaRO PROJBC T -1 1 C? WQ 5WEMSOR: I S
REVIEWER.: SAWM DATE;
W ,AND na?oRNATION 1012 CMUPAL OPTICS TRACR.Il?IG /, f?
PERMIT YR: 9 PMUfrT NO. • COUNTY.
PROs= NAME: 0- T N2A
PROJECT TYPE! L f PIIOUT TYPE: coE
COE #: DOT `!6
RCD FROM ®A: DCCS PATS FROM CDAc
BEG OFFICES WZRO RIVER SUB SAS 7
STREAM OR ADJAGEN; WATER BODY:` GC t ,o
CLASS: S 32MEX 0:
OPEN OR
iii. D1FACT: WL TYPE:
'AIL REQMTE0: WL ACR RST:
HYDRO CNBCT?: WL SCORR:
WTTGATION: MITIGATION TYPE:
MITIGATION SIZZ: --- G STET MUM?
RECOI0gMATTON! ISSIIE ISSUEICOND DENY ]JUD 9
STORMWATER PLAN REQ' D : IF YPS, DATE APPRO*vMD e 0
PROJECT DESCRIPTION:
WATa UALITY CMT. ('40
caT. REQI D- ?
IF YES, TYPE : 6-%4
SEWAGE DISP05AL
TYPE OF DISPOSAL PROPOSED:
(=$TING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY,
(DEM, Das, COUNTY )
IF By DEM. IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATEtt/WE•I'L m . Fin
AREA OF FILL: WATER; 1 `? WETLAND: -? Q -
IS FILL ELIMINATING A SIGN IF cC USE?
DREDGING ?.
A•R]-rA TO BE DREDGED: ITT
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
R:- SOL7RCE?
IS SPOIL DISPOSAL ADEQUATELY AD RZSSED?
MARINA
A.RB THE FOLLOWING ADEQUATELY ADDRESSED? ^MARINA SERVICES:
SEWAGE DISPOSAL:
OXYG% IN BASIN: CLOSURE OF SHELLYISHINQ wATTRS
CC: WaRQ•, Central Files; DUJ Field Offices; CITE Washington Office
DEHNR
Fax:[phone] Jul 22 '96 14:20 P.16/18
DIVISION C1' ENVIRONMENTAL Mj AKAGEHENT
MMORMDUM
To
From:
Bill Moore, EnVironnental Engineer
Water Quality Section, WaRO
Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
nate °
Subject: Request for Stormwater Review of section 401 Applications
PRO.IRCT NAME.
PROJECT NUIMER
DATE RECEIVED*.
FVY r? -
DATE FINAL COMMENT:

r ZI
NOTE: See attached description of project
9114
COMMIMS :