19920364 Ver al_Complete File_19920711

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4 ,
ATE
OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION ® c `J?
L.
P.O. BOX 25201 y '
7; ?p A'LEIGH 27611-5201
D L5 ?J?unb 16 1992
JAMES G. MARTIN ; p"I" iON OF HIGHWAYS
GOVERNOR I I 1992
THOMAS J. HARRELSON
SECRETARY I,ETLANDS GROUP
IiiATER QUALITY SECTIMJ
Office of Coastal Management
Department of Environment, Health and
Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: John Parker
Dear Sir:
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Pender County, Replacement of Bridge No. 26 over
Cypress Creek on NC 53.
The North Carolina Department of Transportation (NCDOT)
intends to replace the above-mentioned bridge in Pender
County. This bridge must be replaced due to its deteriorated
condition. This bridge will be replaced on its existing
location, and traffic will be detoured onto other roads
during construction of the new bridge.
This project will be constructed entirely within
existing fill limits. In fact, the fill limits will be
reduced since the new bridge is slightly longer than the old
bridge. Approximately 300 cubic yards of roadway fill will
be removed. Rip rap may be placed along the adjusted fill
slopes for stabilization, as depicted in the enclosed
drawings. In addition, appropriate erosion control measures
will be included in the construction contract to further
minimize adverse impacts. These erosion control measures
will comply with NCDOT's standard erosion control
specifications, which have been approved by the N.C.
Department of Environment, Health and Natural Resources.
These activities will not require any new fill below ordinary
high water other than new bridge pilings.
An Equal Opportunity/Affirmative Action Employer
e s SWZ
to S
b ,?
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James G. Martin, Governor ?? L( Roger N. Schecter
William W. Cobey, Jr., Secretary Director
July 7, 1992
TO: Dr. George T. Everett, Director `lei E C E j V 7 0
Division of Environmental Management
FROM: John R. Parker, Jr., Chief J U L
Major Permits Processing Section Wilmington ke,vc;,iai nwi @
DES
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: N.C. Department of Transportation
Project Location: Highway 53 just east of Wards Corner over Cypress Creek at Bridge
#26.
Proposed Project: N.C. DOT plans replacement of bridge on Hi.gwAy 53 in Pender County.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by July 28, 1991. If you have any questions regarding the proposed
project, please contact Tere Barrett at extension 246. When appropriate, in-depth
comTlents with supporting data are requested.
REPLY L/ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recolmnended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached continents.
Signed`.
Date ?i 119 L-
127 Cardinal Drive Extension • Wilmington, North Carolina 28405-3845 • Telephone [phone] • lax (919) 3542004
An Equal Opportunity Affirmative Action Employer
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
PROJECT NAME: NC DOT Bridge 26 Over Cypress Creek
COUNTY: Pender Project #: 92364
STREAM OR ADJACENT WATER BODY: Cypress Creek
CLASS: CSw
OPEN OR CLOSED:
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The plicant proposes to
existing bridge at HWY 53 a cypress creek.
REVIEWER: Gregso? ?'
DATE APP. REC'D: 2/0?
RETURNED:
RESUBMITTED:
INITIAL REPORT
FINAL REPORT: 92/07/13
WATER QUALITY CERT. (401I
CERT. REQ'D: No
IF YES, TYPE:
replace the
NOTICE: No
RECOMMENDATION: Issue
(ISSUE/DENY/OTHER)
61992
? 00i ! ITY SECia_
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
(EXISTING, PROPOSED,
TO BE PERMITTED BY: N/A
SEPTIC TANK ETC.)
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL: WATER: N/A
WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A
MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A
CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
92364.Jul
Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
JHG:92364.Jul
cc: Central Files
Wilmington Regional Office Files
DCM-Tere Barrett
A
A M STA/^
3 lC'-tea q
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James G. Martin, Governor
William W. Cobey, Jr., Secretary
July 7, 1992
M13EPA M M
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Jr., Chief
Major Permits Processing Section
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: N.C. Department of Transportation
Roger N. Schecter
Director
Project Location: Highway 53 just east of Wards Corner over Cypress Creek at Bridge
#26.
Proposed Project: N.C. DOT plans replacement of bridge on Higway 53 in Pender County.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by July 28, 1991. If you have any questions regarding the proposed
project, please contact Tere Barrett at extension 246. When appropriate, in-depth
comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed Date
127 Cardinal Drive Extension • Wilmington, North Carolina 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
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9. PROJECT DESCRIPTION
The project site is bridge #26 crossing Cypress Creek on Highway 53 in
Pender County. This bridge is just east of Ward's Corner.
Cypress Creek, classified as Inland waters, is a tributary to the Northeast
Cape Fear River. At the bridge site, the creek is an open water system,
approximately 45' in width. On the upstream side, this branches and shallows
slightly. Along the sides and in the shallower areas there are herbaceous
emergent species such as sedges, ferns, and lizard's tail. The average daily
flow of this creek is 29 cubic feet per second.
The existing bridge is 85' between abutments, and 24' in width. The
travelway approaching the bridge is 21' in width without shoulders. The bridge
is currently elevated slightly more than 5' above ordinary high water. At its
deepest point the channel is approximately 9' deep at ordinary high water. The
current structure is supported by 4 support piers within the water, averaging
17' apart.
The State Department of Transportation is proposing to replace this
structure because of its deteriorated condition. The bridge will be replaced
in its existing location. During construction, traffic will be detoured to
other roads.
As stated above, the bridge span is currently 851. This dimension will
increase to 115' with the replacement. In order to increase the span,
approximately 300 cubic yards of high ground will be excavated from either side
of the current span. This newly created slope will be stabilized with class II
rip rap rather than an abutment wall as exists currently. The rip rap will be
approximately 10' in width and 80' in length at either side of the bridge. The
rip rap material will be placed above ordinary high water, and landward of all
wetlands.
The 24' existing width will be increased to 30' with the new structure. The
new structure will consist of 3 sections, with 45' between the two support piers
in the middle of the structure. The other two supports will be in highground.
This should benefit navigation under the structure. The bottom of the new
bridge decking will approximate 5' above ordinary high water.
An area of approximately 1501x 55' will be disturbed or graded at the
approaches for this bridge replacement. The applicant plans to employ standard
DOT erosion control methods which have received prior approval through the Land
Quality Division of the Department. All work is taking place within the existing
DOT right-of-way.
10. ANTICIPATED IMPACTS
An area of approximately 1501x 551, or 8250 square feet will be disturbed
during construction of the new bridge. This area is all high ground. The
existing abutments along with approximately 300 cubic yards of material will be
removed to accommodate the 30' increase in bridge span. This area will be lain
with rip rap to stabilize the newly unconsolidated slope. Temporary erosion
control measures will be in place in the interim. The rip rap structure will
incorporate approximately 1600 square feet of what is currently high ground.
The structure currently incorporates approximately 1080 square feet of
Public Trust Area and 960 square feet of the above mentioned wetland species.
The additional length of the span will not change this because the new area is
high ground. A slight increase in impacts will result from the additional 6'
bridge width. Approximately 1350 square feet of Public Trust Area and 1200
square feet of freshwater wetlands now be within the bridge shadow. This
represents a 270 square foot change over the Public Trust Area and a 240 square
foot change over the wetlands.
Submitted by: Tere Barrett Date: July 2, 1992 Office: Wilmington
Ph;e type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
1 APPLICANT c Willthe projectbe for community, private, or
a. Name
N . C . Department of Transportation commercialuse?
Public Transportation
Attention: B.J. O'Quinn
Address p n R n v 9 r, ? n 1
City Raleigh State NC
Zip 27611 Day phone [phone]
Landowner or Authorized agent
b. Project name (if any)
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NC 53
b. City, town, community, or landmark
Wards Corner
c. County
Pender
d. Is proposed work within city limits or planning
jurisdiction?
e. Name of body of water nearest project
Cypress Creek
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N / A
b. Size of individual lot(s) N / A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Assumed datum
d. Soil type(s) and Atexture(s) of tract
e. Vegetation on tract N
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local goverment?
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Replace existing hri dgP no
present location Traffic will hp
detoured onto other roar-, during
construction.
3/91
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried t, e= p t^r N,b ` o, by whom?
Ys ?
JU
DIVISION OF 1
COASTAL MANAOCMLNT

, 5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
strictures proposed B r i d g e
b. Number of lots or parcels
N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
Construct*on area approx. 150'x 55'
C.
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N / A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
rip,
M, S, i
m. Water supply source N /gCQA21-a l h ^,i ?` F ?-
n. if the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sr,-. level of the first habitable
floor? N / A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break- Upland
water, pier,
boat rain p. Excavati
rock jetty)
Fill placed in
wetland or below
MI-1W
j. Have these facilities received state or local approval? Upland fill
N / A areas
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Surface runoff along
roaoway
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N / A
n 30 45 6'
NO E
Amount of material to be excavated from below
water level in cubic yards None
c. Type of material
Length Width Depth
None
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
300 c.v.
2 4189
Dimensions of spoil disposal area
N/A
;. Location of spoil disposal area A b o v e w e t l a n d s
?. Do you claim title to the disposal area? _N / A
If not, attach a letter granting permission from the
owner.
1. Will a disposal area, bAe avallable for futuro
maintenance? -
if so, when?
J. riots the disposal area include any marshland.
swamps, or water attics?
Nn
k. Will the fill material be placed below mean high
water? N o
1. Amount of fill in cubic yards N / A -
A
m. TI pe of fill material . N-1
n. Source of fill material N/A
o. Will fill material be placid on m ff? or other
wetlands?
p. 'Dimensions of the wetland to be filled A
q. How will excavated or fill material be kept on site
and erosion controlled?
B standard NCDOT erosion control
,pgri f; rnt{ nna %ghi rh hnva hnea
r. What type of construction equipment will be used
(for example, dragline, backhoe, orhydraulic
dredge)? Bridge -coo§tguctinn
Qnuiomont
s. Will wetlands be crossed in transporting equipment
to project site? No if yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap -P o s s; h ti 8 0 f t
at each and of the bridgo
b, Average distance wate.rw ? f of mean high water or
normal water level
lV at, -7/2/f2 >%tG
e. Shoreline erosion during preceding 12 monUu, in
-
feet N-/-A
d. Type of bulkhead material , Rip R a p
c. •Amount of fill, in cubic. yards, to be placed below
mean high water None
f. Typo of fill material I N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims dtle to the
affected property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 71.0203 for a detailed description.)
Please note that original drawings ;im preferred and
only high quality copies will be accepted. Slue-line
prints or other larger plats arc acceptable only if 18 high
quality topics are provided by applicant. (Contact the
U.S. Army Corps of Engineers rtgarding that agency's
use of larger drawings.) A site or location map is a part
of plat rzquimments and it must b .sufflcicnrly detailed
to guide agency personnel unfamiliar with tha arcs to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may hate been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. 'IR ? a
individuals have 30 days in whicl m
on the proposed project to the Div
Management and should be advise the applican1y?f,?
that opportunity. 3UL 2
'00A AGEMENT
?ppSTA4 M
Name Joe F. Johnston
Address RT 2, Box 2353
Burgaw, NC
Name Joab F. Johnston _
Address RT 2, Box 2352
Burgaw NC 28425
Name M.J. Humphrey
Address R1 2, Box
Burgaw, NC 28425
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 $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application-
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the -&- day ofv E , 197
or }Luthonpd agent
JUIN 25 1992
DIVISION OF
COASTAL NIAINAGEMENT
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N. C. DEPARTMENT U_" trIZANSPOHTA'rION
TRANSMITTAL SLIP DATE /(?
[
TO: REF. NO. OR ROOM, BLDG.
Mr. John Dorney
Water Quality Planning
DEM, DEHNR
Room 625-D
Archdale Building
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? 'TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:
I

JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY

'<;. STATF q
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
June 16, 1992
Office of Coastal Management
Department of Environment, Health and
Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: John Parker
Dear Sir:

DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR

SUBJECT: Pender County, Replacement of Bridge No. 26 over
Cypress Creek on NC 53.
The North Carolina Department of Transportation (NCDOT)
intends to replace the above-mentioned bridge in Pender
County. This bridge must be replaced due to its deteriorated
condition. This bridge will be replaced on its existing
location, and traffic will be detoured onto other roads
during construction of the new bridge.
This project will be constructed entirely within
existing fill limits. In fact, the fill limits will be
reduced since the new bridge is slightly longer than the old
bridge. Approximately 300 cubic yards of roadway fill will
be removed. Rip rap may be placed along the adjusted fill
slopes for stabilization, as depicted in the enclosed
drawings. In addition, appropriate erosion control measures
will be included in the construction contract to further
minimize adverse impacts. These erosion control measures
will comply with NCDOT's standard erosion control
specifications, which have been approved by the N.C.
Department of Environment, Health and Natural Resources.
These activities will not require any new fill below ordinary
high water other than new bridge pilings.
An Equal Opportunity/Affirmative Action Employer

NCDOT originally applied for the required CAMA Major
Development permit on March 31, 1992. Your Wilmington office
responded April 21, 1992 with a request for additional
information. This information was submitted April 30, 1992.
On June 2, 1992,your Wilmington office returned our
application for revisions. We are hereby submitting our
revised application along with the orignial application
for your records. We hope that the revised application will
clear up any remaining difficulties. A copy of this
application is being provided to the U.S. Army Corps of
Engineers and the N.C. Division of Environmental Management
for their review. If you need any additional information,
please call Gordon Cashin at [phone].
Sincerely,
.J. O'Qu' , PE
Assis ant Branch Manager
Planning and Environmental Branch
cc: District Engineer, USCOE
Mr. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, PE, Hydraulics
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Division of Coastal Management
Field Offices
Raleigh entral Office
N.C. Department of Natural Resources
and Community Development
Box 27687
512 N. Salisbury Street
Raleigh, N.C. 27611-7687
[phone]
Elizabeth City
Route 6, Box 203
Highway 17 South
Elizabeth City, N.C. 27909
[phone]
------------ --------------- -----------------
Gates
Co"
Hertford ' : •o °'s •• -
?- ---------------- 0?9Gi• 9GO
d
Bertie
d?
Washington Tyrrell ^
Washington
Box 1507 --------%----- _;
1424 Carolina Avenue ` %
--
Washington, N.C. 27889 Beaufort
U.S. Army Corps of Engineers
Wilmington, North Carolina
Box 1890
Wilmington, N.C. 28402
[phone]

Craven
Pamlico
________
Onslow Carteret
------------
Pender
,?-New
Hanover
Brunswick
f? `?rV
Wilmington
7225 Wrightsville Avenue
Wilmington, N.C. 28403
[phone]
Hyde
o
It
Q
d
Dare
?o
Morehead City
Box 769
3411 Arcndcil Street
Morehead City, N.C. 28557
[phone]
1-800-682-2632
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
Transportation commercialuse?
Public Transportation
Attention: B.J. O'Quinn
Address p n R n x ? n? 01
City Raleigh State N C
Zip 27611 Day phone [phone]
Landowner or Authorized agent
b. Project name (if any)
c. If the applicant is not the landowner, also give the
owner's name and address.
d. Describe the planned use of the project.
Public Transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N / A
b. Size of individual lot(s)
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NC 53
b. City, town, community, or landmark
Wards Corner
c. County . P e n d e r
d. Is proposed work within city limits or planning
jurisdiction?
e. Name of body of water nearest project
Qypress Creek
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Assumed datum
d. Soil type(s) N ndAtexture(s) of tract
C. Vegetation on tract N / A
f. Man-made features now on tract B r i d g e
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Replace existing hri dgP nn
present location Traffic will hp
detoured onto other roads during
construction.
N.C. Department of
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? No if so, by whom?
3/91 . 1
t
Q
, 5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Bridge
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
Construction area aRprox. 150'x 55
e.
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, toNbeA used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N / A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industriallcommercial effluent, "wash
down"). Surface runoff along
roadway
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
m. Water supply source N / A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sr.a !cvel of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
coveted in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break- Upland
water, pier,
boat ramp, Excavati
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
n
30 45' 6'
NO E
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material
Length Width Depth
None
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
No
e. High ground excavation, in cubic yards
300 c.y.
2 4/89
r
Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area Above wetlands
h. Do you claim title to the disposal area? N / A
If not, attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? N / A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? N o
1. Amount of fill in cubic yards N / A
m. Type of fill material N / A
n. Source of fill material
0
N/A
Will fill material be placed on ma h?orother
wetlands?
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
By standard NCDOT erosion control
specifications which have heen
approved by DEHNR
c. Shoreline erosion during preceding 12 months, in
feet N / A
d. Type of bulkhead materi al Rip R a p
e. -Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material • N/A
8 ADDITIONAL INFORMATION
in addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be-sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Bridge construction
equipment
s. Will wetlands be crossed in transporting equipment
to project site? N o If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap Possibly 8 0 ft
at each end of the bridge
b. Average distance waterward of mean high water or
normal water level A r p r o z 30 ft
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
4189
f
Name Joe F. Johnston
Address RT 2, Box 2353
Burgaw, NC 28425
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Name J o a b F. Johnston _ Any permit issued in response to this application will
Address R T 2, Box 2352 allow only the development described in the application.
B u r g a w, NC 2 8 4 2 5 The project will be subject to conditions and restrictions
contained in the permit.
Name M.J. Humphrey
Address RT 2, Box 2JbU
Burgaw, NC 28425
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 $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed -
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the day ofj/ " 1J F , 19Z?L
or iAuthori/ed agent
4/89
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DIVISION OF ENVIRONMENTAL I.MNAGEMENT
MEMORANDUM
Date: April 23, 1992
To: John Dorney
Planning Branch
From: James H. Gregson?
Wilmington Regional Office
Through: Dave Adkins'?'
Wilmington Regional Office
APR 2 71992
Subject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Central Office Permit 492193
NCDOT Bridge #26 on NC Highway 53
Pender County
Conversations with CAMA indicate that additional information
has been requested on this project and that once that information
has been received, a bio-report will be circulated.
JHG:92193.Apr
cc: Wilmington Regional Office Files
Central Files
D
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Division of Coastal Management
Field Offices
Raleigh Central Office
N.C. Department of Environment,
Health & Natural Resources
P.O. Box 27687
225 N. McDowell Street
Raleigh, N.C. 27611-7687
[phone]
U.S. Army Corps of Engineers
Wilmington District
P.O. Box 1890
Wilmington, N.C. 28402
[phone]
---•;I:-;•-- ---Gates-- -? ; ----
Hertford ?° ds
------------•--- . 9p;
c? -
Bertie y ••--
Elizabeth City
Route 6, Box 203
Highway 17 South
Elizabeth City, N.C. 27909
[phone]
c?
0
Tyrrell
•: ;' Washington T
Washington ................
_
P.O. Box 1507
%%
Carolina Avenue Beaufort
` ---
Washington, N.C. 27889 `'??"
[phone] - Hyde
,
Craven"
-. ' Pamlico
,
,
---
,
,
,
,
Pender
'•'.New '•
Hanover
,
)nslow .............
1 Carteret
Morehead City
P.O. Box 769
3411 Arendell Street
Morehead City, N.C. 28557
[phone]
1-800-682-2632
/ Wilmington
Brunswick Q 7225 Wrightsville Avenue
Wilmington, N.C. 28403
(919) 25613161
U

Please type or print. Carefully describe all anticipated
development activities; including construction, excava-
tion, filling, paving, land clearing, and storrnwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name NC Department of Transportation
ATTN: uinn
Address--- Pn Rax 52ni
Raleigh NC
City State
Zip 27611 Day phone [phone]
Landowner or Authorized agent
b. Project name (if any)
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new ? o t for both?
c. Will the project be for community, private, or
commercial use?
Public transportation
d. De crib the p?? ed use o the ro'ect.
ub?ic Transpor at?0
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract n / a
b. Size of individual lot(s) n / a
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Assumed datum
d. Soil tyge?s)dand texture(s) of tract
a y
a. Street address or secondary road number
NC 53 e. Vegetationontract Upland vegetation
b. City, town, communi , or landmark
Wards Corner f. Man-made features now on tract Bridge
c. County
Pender
d.. Is proposed work within city limits or planning
jurisdiction?
e. Name of body of water nearest project
Cypress Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. How are adjacent waters classified?
a. Describe all development activities you propose (for j, Hasa professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? If so, by whom?
or pier). Replace existing bridge
3/91 1
5 • UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed n / a
b. Number of lots or parcels n./ a
c. Density (Give the number of residential units and the
units per acre.) n / a
d. Size of area to be gradedn?r adisturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submi?ttedato the Division of Land
Resources?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
n/a
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for1aaved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? n / a
i. Describe proposed sewage disposal and/or waste
water treatment facilities / a
j. Have these facilities receiyed state or local approval?
n a
k. Describe existing treatment facilities.
n/a
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industriallcommercial effluent, "wash
down"). Surface runoff of roadway
m. Water supply source n /a
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways orpTovide new access.
a
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? n / a
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length- Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material None
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
n/a
e. High ground excavation, in cub a ards
2 391
f. Dimensions of spoil disposal area
n/a
g. Location of spoil disposal area n / a
h. Do you claim title to the disposal area? n / a
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? n / a
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
n/a
k. Will the fill material be placed below mean high
water? N o
1. Amount of fill in cubic yards None
m. Type of fill material None
n. Source of fill material None
o. Will fill material be placed on marsh or other
wetlands? n o
p. Dimensions of the wetland to be filled
n/a
q. How will excavated or fill material be kept on site
and erosion controlled?
By stringent erosion control
methods
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Bridge construction
equipment
s. Will wetlands be crossed in transporting equipment
to project site? If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap
b. Average distance watetward of mean high water or
normal water level
c. Shoreline erosion during preceding 12 months, in
feet n / a
d. Type of bulkhead material n / a
e. Amount of fill, in cubic yards, to be placed below
mean high water n / a
f. Type of fill material n / a
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91 3
Namel) Joe F. Johnston
Address nt. 2,-Box 2353
Burgaw, NC 28425
Name 2)
Address _Rt, 2, Box 2352
Burgaw, NC 28425
Name 4) M.J. Humphrey
Address Ht. Z, Box
Burgaw, NC 28425
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 $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the :3/ day o , 19 `CZ-
or A?thorizeq agent
4 3/91
1
1
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N. C. DEPT. OF TRANS.
DIVISION OF HIGHWAYS
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BR.;#G?S ON N. C.53
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FILL IN WETLAND=?I.?IAc, DIVISION OF HIGHWAYS
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cc: District Engineer, USCOE
Mr. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. D.J. Bowers, PE, Division 3 Engineer
Mr. Dennis Pipkin, PE, Environmental Unit
Mr. N.L. Graf, PE, FHWA
Mr. Jimmy Lee, PE, Bridge Maintenance
BJO/gec
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,16 t-3?Y

® North Carolina Wildlife Resources Cone

512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-
Charles R. Fullwood, Executive Director qY j 4 I9
f,
MEMORANDUM
ViERM4DSGROU";
TO: John R. Dorney WATER QUALITY SECTI6t4
Division of Environmental Management
FROM: Dennis Stewart, Manager
Habitat Conservation Program
DATE: May 12, 1992
SUBJECT: Comments on Section 401 Water Quality Certification for
Section 404 Nationwide Permit requests
Biologists on the Wildlife Resources Commission staff have
reviewed the subject permit application and we are familiar with
habitat values. of the project area. Our comments are provided in
accordance with provisions of the Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U. S. C. 661-667d).
Based upon information provided, it is our opinion that
Section 401 Water Quality Certification can be issued without
significant impacts on fish and wildlife for the following
projects:
1. City of Winston-Salem, Forsyth County
2. Southeastern Jurisdiction Administrative Council, Lake
Junaluska, Haywood County (ID# 92174)
3. Transcontinental Gas Pipe Line Corp., Iredell and Rowan
Counties, (ID# 92178)
NCDOT Bridge No. 26 over Cypress Creek on NC 53, Pender
County
5. NCDOT Bridge No. 239 over Mulberry Creek on SR 1369,
Caldwell County
6. NCDOT Pipe Replacement 0.9 miles west of SR 1506 on SR
1505, Yadkin River, Caldwell County
7. NCDOT Pipe Replacement 1.15 miles west of SR 1506 on SR
1505, Yadkin River, Caldwell County
Memo
Page 2
May 12, 1992
8. NCDOT Addition of 8411CMP at Little Horse Creek on SR
1335, Ashe County
9. NCDOT Extension of existing 78" CMP at Little Phoenix
Creek on SR 1649, Ashe County
10. NCDOT Expansion of waterway opening at Little Peak
Creek on SR 1595, Ashe County
11. NCDOT Replace existing 72" CMP with new 7211 CMP at
Laurel Fork Creek on SR 1167, Watauga County
12. NCDOT Bridge No. 257 Replacement on SR 1647 over
Millpond Branch on SR 1647, Ashe County
13. Jerome B. Wolff, Carteret County, (ID# 92186).
In addition, biologists on our staff have reviewed the
following Nationwide 404 Permit applications. Due to
insufficient staff and time limitations we are unable to conduct
the necessary field investigations to comment on th" se
applications. This "no comment" should not be considered as
either approval or disapproval of the work proposed. These
projects are:
1. Joe Husbands, Pender County
2. NCDOT Bridge No. 12 over Thorofare Bay Channel at Cedar
Island, Carteret County.
We appreciate the opportunity to comment on these
applications. If we can provide further assistance, please call
on us.
cc: Stephanie Goudreau, Mtn. Region Habitat Biologist??????
Bobby Maddrey, District 2 Wildlife Biologist
o STATE o
L? 4? C
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
March 31, 1992
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
Office of Coastal Management
Department of Environment, Health and
Natural Resources
P.O. Box 27687 Q
Raleigh, North Carolina 27611
DIVISION OF HIGHWAYS
WILLIAM_G. MARLEY, JR., P.E.
ST fll? HVVAY ADMINISTRATOR
g `
ATTENTION: John Parker
Dear Sir:
SUBJECT: Pender County, Replacement of Bridge No. 26 over
Cypress Creek on NC 53 (Bridge Replacement #5.1341)
The North Carolina Department of Transportation (NCDOT)
intends to replace the above-mentioned bridge in Pender
County. This bridge must be replaced due to its deteriorated
condition. The bridge will be replaced on existing location,
and there will be no additional fill placed below ordinary
high water. Any temporary impacts from erosion and
sedimentation will be minimized using NCDOT best management
practices, which your agency has reviewed.
NCDOT hereby applies for the CAMA Major Development
permit as required for this project. A copy of this
application is being provided to the U.S. Army Corps of
Engineers and the N.C. Division of Environmental Management
for their review. If you need any additional information,
please call Gordon Cashin at [phone].
Sincerely,
B. O'Quinn, PE
Ass' t B nch Manager
Planning and Environmental Branch
An Equal Opportunity/Affirmative Action Employer
cc: District Engineer, USCOE
Mr. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. D.J. Bowers, PE, Division 3 Engineer
Mr. Dennis Pipkin, PE, Environmental Unit
Mr. N:L. Graf, PE, FHWA
Mr. Jimmy Lee, PE, Bridge Maintenance
BJO/gec
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C°°St ?N°t? ?tre? ,113
O??c`,°??0 0 `??ea°NcJ??atet Pet
3teo?e Cie3° eecs
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y? ?
Division of Coastal Management
Field Offices
Raleigh Central Office
N.C. Department of Environment,
Health & Natural Resources
P.O. Box 27687
225 N. McDowell Street
Raleigh, N.C. 27611-7687
[phone]
U.S. Army Corps of Engineers
Wilmington District
P.O. Box 1890
Wilmington, N.C. 28402
[phone]
Washington
P.O. Box 1507
Elizabeth City
Route 6, Box 203
Highway 17 South
Elizabeth City, N.C. 27909
[phone]
---•,,--1--- ---.---C,- '';-----:,;---. . . -
C, ? .
Gates -
Hertford .A ds •' •1'?, -
9G''? rd
- ----------------
Bertie `??,'•
??•'? -
Washington Tyrrell Dz
-•-• -
1424 Carolina Avenue Beaufort
Washington, N.C. 27889
[phone] _ Hyde
Craven
Pamlico
d
? O
----- "
Pender
-New`' •.?
Hanover
inslow _ ?:¦----------
*- Carteret
Morehead City
P.O. Box 769
3411 Arcndell Street
Morehead City, N.C. 28557
[phone]
1-800-682-2632
Wilmington
Brunswick D 7225 Wrightsville Avenue
Wilmington, N.C. 28403
[phone]

V
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name NC Department of Transportation
ATTN: B. J,, O'Quinn
Address _ PO Rnx 25201
Raleigh NC
City State
Zip 27611 Day phone [phone]
Landowner or Authorized agent
b. Project name (if any)
I
c. If the applicant is not the landowner, also give the
owner's name and address:
i
I
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NC 53
I
b. City, town, communir, of landmark
Wards Corne
c. County
Pender
d. Is proposed work within city limits or planning
jurisdiction?
e. Name of body of water nearest project
Cypress Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Replace existing bridge
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new Noo t for both?
c. Will the project be for community, private, or
commercial use?
Public transportation
d. De crib the p??ed use of the ro'ect.
Pub-ic Transportation
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract n / a
b. Size of individual lot(s) n / a
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Assumed datum
d. Soil tvDca s)dand texture(s) of tract
Y
c. Vegetation on tract Upland vegetation
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? If so, by whom?
391
01
5 -UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed n / a
b. Number of lots or parcels n./ a
c. Density (Give the number of residential units and the
units per acre.) n / a
d. Size of area to be gradedi adisturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitte/dato the Division of Land
Resources?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
n/a
g. List the mater ials, such as marl, paver stone, asphalt,
or concrete, to be used for/paaved surfaces.
h. If applicable, has a stonnwater management plan
been submitted to the Division of Environmental
Management? n / a
i. Describe proposed sewage disposal and/or waste
water treatment facilities/ a
j. Have these facilities received state or local approval?
n a
k. Describe existing treatment facilities.
n/a
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Sir a . runoff o roadway
in. Water supply source n / a
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or??ovide new access.
a
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? n / a
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (N'WL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length- Width Depth
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material
None
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
n/a
e. High ground excavation, in cub a ards
2 3191
f. Dimensions of spoil disposal area
n/a
g. Location of spoil disposal area n / a
h. Do you claim title to the disposal area? n / a
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? n / a
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
n/a
k. Will the fill material be placed below mean high
water? N o
1. Amount of f i l l in cubic yards N o n e
m. Type of fill material None
n. Source of fill material None
o. Will fill material be placed on marsh or other
wetlands? n o
p. Dimensions of the wetland to be filled
n/a
q. How will excavated or fill material be kept on site
and erosion controlled?
By stringent erosion control
methods
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Bridge construction
equipment
s. Will wetlands be crossed in transporting equipment
to project site? If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap
b. Average distance watcrward of mean high water or
normal water level
c. Shoreline erosion during preceding 12 months, in
feet n / a
d. Type of bulkhead material
n/a
e. Amount of fill, in cubic yards, to be placed below
mean high water n / a
f. Type of fill material n / a
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91
Name 1) Joe F. Johnston
Address R 't. 2. Box 2353
Burgaw, NC 28425
Name 2) dnah F_ Jnhnstnn
Address Rt. 2, Box 2352
Burgaw, NC 28425
N?3,t&4) M.J. Humphrey
Address Ht. Z, box ;eJbU
Burgaw. NC 28425
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 $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the :3Lday o,f1;? L-- , 19 ` 2-
Landowr f r or AVthorizcV agent
4 3/91

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N. C:. DEPT. OF TRANS.
DIVISION OF HIGHWAYS
PENDER CO.
BR. #0'.-26 (1N N. C. 523)
OVER CYPRESS CRIc".
SCALE AS SHOWN
SHEET Zk0Fa
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant/s name N.C. DOT
2. Location of project site Highway 53 just east of Wards Corner over Cypress Creek
at Bridge 426.
PHOTO INDX: 1989: No Photo 1984: No Photo `" Ir
STATE PLANE COORDINATES: X: 2253150 Y: 333350 JUL 2 41992
3. Investigation type: Dredge & Fill CAMA X %',1E[LAUDS GROUP
WATER QUALITY SECTIMI
4. Investigative procedure: (A) Dates of site visit 04/16/92--05/14/92
(B) Was applicant present No No
5. Processing procedure: Application received 07/02/92 Office WiRO
6. Site description: (A) Local Land Use Plan Pender County
Land Classification from LUP Rural
(B) AEC (s) involved: Ocean Hazard Estuarine Shoreline
Coastal Wetlands Public Trust Waters X
Estuarine Waters Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public X Private Commercial
(E) Type of waste water treatment: Existing N/A
Planned
(F) Type of structures: Existing Bridge
Planned Replacement Bridge
(G) Estimated annual rate of erosion N/A Source
7. Habitat description: AREA
Dredged Filled
(A) Vegetated wetlands:
Freshwater Species
(B) Non-vegetated wetlands:
Open Water
(C) Other:
High Ground
(D) Total Area Disturbed:
Shaded
1,200 sq. ft.`
1,350 sq. ft.
8,250 s q. ft.
8,250 sq. ft. 2550 sq. ft.
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: C-SW OPEN: YES NO
8. Project Summary N.C. DOT plans replacement of bridge #26 on Highway 53 in Pender
County.
r
9. PROJECT DESCRIPTION
The project site is bridge 426 crossing Cypress Creek on Highway 53 in
Pender County. This bridge is just east of Ward's Corner.
Cypress Creek, classified as Inland waters, is a tributary to the Northeast
Cape Fear River. At the bridge site, the creek is an open water system,
approximately 45' in width. On the upstream side, this branches and shallows
slightly. Along the sides and in the shallower areas there are herbaceous
emergent species such as sedges, ferns, and lizard's tail. The average daily
flow of this creek is 29 cubic feet per second.
The existing bridge is 85' between abutments, and 24' in width. The
travelway approaching the bridge is 21' in width without shoulders. The bridge
is currently elevated slightly more than 5' above ordinary high water. At its
deepest point the channel is approximately 9' deep at ordinary high water. The
current structure is supported by 4 support piers within the water, averaging
17' apart.
The State Department of Transportation is proposing to replace this
structure because of its deteriorated condition. The bridge will be replaced
in its existing location. During construction, traffic will be detoured to
other roads.
As stated above, the bridge span is currently 851. This dimension will
increase to 115' with the replacement. In order to increase the span,
approximately 300 cubic yards of high ground will be excavated from either side
of the current span. This newly created slope will be stabilized with class II
rip rap rather than an abutment wall as exists currently. The rip rap will be
approximately 10' in width and 80' in length at either side of the bridge. The
rip rap material will be placed above ordinary high water, and landward of all
wetlands.
The 24' existing width will be increased to 30' with the new structure. The
new structure will consist of 3 sections, with 45' between the two support piers
in the middle of the structure. The other two supports will be in highground.
This should benefit navigation under the structure. The bottom of the new
bridge decking will approximate 5' above ordinary high water.
An area of approximately 1501x 55' will be disturbed or graded at the
approaches for this bridge replacement. The applicant plans to employ standard
DOT erosion control methods which have received prior approval through the Land
Quality Division of the Department. All work is taking place within the existing
DOT right-of-way.
10. ANTICIPATED IMPACTS
An area of approximately 1501x 551, or 8250 square feet will be disturbed
during construction of the new bridge. This area is all high ground. The
existing abutments along with approximately 300 cubic yards of material will be
removed to accommodate the 30' increase in bridge span. This area will be lain
with rip rap to stabilize the newly unconsolidated slope. Temporary erosion
control measures will be in place in the interim. The rip rap structure will
incorporate approximately 1600 square feet of what is currently high ground.

The structure currently incorporates approximately 1080 square feet of
Public Trust Area and 960 square feet of the above mentioned wetland species.
The additional length of the span will not change this because the new area is
high ground. A slight increase in impacts will result from the additional 6'
bridge width. Approximately 1350 square feet of Public Trust Area and 1200
square feet of freshwater wetlands now be within the bridge shadow. This
represents a 270 square foot change over the Public Trust Area and a 240 square
foot change over the wetlands.
Submitted by: Tere Barrett Date: July 2, 1992 Office: Wilmington

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
1 APPLICANT c. Will the project be for community, private, or
N.C. Department of Transportation commercialuse?
a. Name-_ Public Transportation
Attention: B.J. O'Quinn
Address p n g r x ? r,2 n i
CityRaleigh State NC
Zip 27611 Day phone [phone]
Landowner or Authorized agent
b. Project name (if any)
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NC 53
b. City, town, community, or landmark
Wards corner
c. County
Pender
d. Is proposed work within city limits or planning
jurisdiction?
e. Name of body of water nearest project
Cypress Creek
d. Describe the planned use of the project.
Public Transportation -
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N / A
b. Size of individual lot(s)
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Assumed datum
d. Soil type(s) and Atexture(s) of tract
e. V egetation on tract N / A
f. Man-made features now on tract Bridge
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT i. How are adjacent waters classified?
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried t. , 1'e??t a?7`` ` o, by whom?
or pier). Re?t ' ac2 exis i ng hri dgP nn ?m=U, w
present location Traffic ?.?iII b
detoured onto other rnads during
construction. JU
1
DIVISION OF
3/91 COASTAL MANAGEMENT
, 5 UPLAND DEVF-LOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Bridge
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N / A
d. Size of area to be graded or disturbed
Construction area approx. 150'x 55'
C.
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N / A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N / A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
N/A
1. Describe location and typc of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Surface runoff along
roadway
6.9 6"
x - . DIVISIM
M. Water supply source T
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. if the project is on the oceanfront, what will be the
elevation above mean cr2 level of the first habitable
floor? N / A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break- U p l a n d
water, pier,
boat ramp, E x c a v a t i
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
n 30 45 6'
N0 E
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material None
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
c. High ground excavation, in cubic yards
300 c.v.
4/89
Dimensions of spoil disposal area
Location of spoil disposal area Above wetlands
Do you claim title to the disposal area? . Sl ! A
If not, Attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? N/A
If so, where?
Does the disposal area include any marshland,
swamps, or water areas?
k. Will the fill material be placed below mean high
water? N o
1. Amount of fill in cubic yards N ! A -
m. Type of fill material _ N ! A
TL Source of flu material N/A
e. Shortlinc erosion during preceding 12 months, in
feet.,,-?i
d. Type of bulkhead material. Rip R a p
e. -Amount of fill, in cubic. yards, to None placed below
mean high water
f, Type of fill material N/A
8 ADDITIONAL INFORMATION
In addition to the completed application four, the follow-
ing itrmc must be submitted:
A copy of the deed (with state application only) or other
instntment under which the, applicant claims ddc to the
Wwtrd property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
dad or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
o. Will fill material be placed on m orother
wctlarids?
p. 'Dimensions of the wetland to be filled A
q. How will excavattd or fill material be kept on site
and erosion controlled?
B standard NCDOT erosion control
enornynd hyC REHNR --
r. What type of construction equipment will bx used
(for example, draore, ba.ckhoe, orhydraulie
dredge)?
Qgyiomont
s. Will wetlands be crossed in transporting equipment
to project site? _R_0_ If yes, explain saps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap P o s a i h 1„x l3 (7 f t
at each and of the bridge
b. Avcrage distance watetw 0 feet high water or
normal water level
AQ "" -7/_/,:. >%tc
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an $
1/2 x 11 white paper. (Refer to Coastal Resou=s
Commission Rule 71.0203 for a detailed description.)
Please note that original drawings ;im preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Enginxts regarding that agency's
use, of larger drawings.) A site or location map is a part
of plat requirements and it must bC-suf icicntly detailed
to guide agency personnel unfamlllar with tits area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners,'Ic?c;
individuals have 30 days in whirl ? m
on the proposed project to the Div ' .?
Management and should be advise a applicant of F
that opportunity. 3u 2 199,1
pIVIS1 ANAGEME??
?pASTA1- M
Name Joe F. Johnston
Address RT 2, Box 2353
Burgaw, NC
Name Joab F. Johnston
Address RT 2, Box 2352
Burgaw NC 28425
Name M.J. Humphrey
Address R1 2, ox
Burqaw, NC 28425
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
pennittee, and issuing dates.
A check for $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application-
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
'Ilse project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my }mowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project]
This is the day ofi " IJ ?_ 19z _
Lando er or uttiori d agent
JUN -'8 1992
DIVISION OF
COASTAL fv1Af?AGEUIENT
4/89
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