19880208 Ver 1_COMPLETE FILE_19880222

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CERTIFICATION
The Department of Natural Resources and Community
Development hereby gives public notice as required by NCGS
113A-119(b) and 143-215 3(a)(1)(c) that North Topsail Water &
Sewer, Inc. of Onslow County, filed an application on November 9,
1987, 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 applicant is proposing to
expand their service area by constructing a waste water collection
system which will provide sewage service., to additional areas of
Topsail Island in Onslow County. A part of their application
request includes a subaqueous crossing of the AIWW and adjacent
wetland areas.
A copy of the entire application and additional information
may be examined (or copies furnished upon request and payment of
reproduction costs),during normal business hours at the office of
Charles S. Jones, Division of Coastal Management, located in the
Division of Marine Fisheries Building, Morehead City, N.C.,
919/726-7021, and/or the office of Preston Howard, Division of
Environmental Management, NRCD Regional Field Office, Wilmington,
N.C., Telephone [phone].
The Division of Environmental Management proposes to take
final action on this water quality certification on or before
February 22, 1988. 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. David Owens, Director, Division of Coastal
Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
February 12, 1988 for consideration in the CAMA permit decision,
and to Mr. Bill Mills, Division of Environmental Management, P.O.
Box 27687, Raleigh, N.C., 27611, prior to February 12, 1988 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 mattcr
will be provided upon request.
PUBLISHED ON: Thursday, January 28, 1988
1` ti„,_.
10.14 U-;§ $1;
tate of North Carolina
S
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
March 22, 1988
Mr. Todd Miller, Executive Director
North Carolina Coastal Federation
18321 Bell Lane (Ocean)
Newport, NC 28570
Subject: 401 Water Quality Certification
North Topsail Water & Sewer, Inc.
Sewer Line Crossing
Onslow County
Dear Mr. Miller:
Your letter to Paul Wilms of February 15, 1988 was
received in our Director's office on February 19. It
reached my desk on February 25. We had issued the 401 Water
Quality Certification on February 24. As a result the
comments you submitted and request for public hearing on the
401 Certification were not considered prior to issuance of
the Certification. A review of your objections
after-the-fact does not indicate that any different decision
or different conditions would have been made on the
Certification for this project.
As you will notice in the Public Notice for this
project, comments on the certification were to have been
made prior to February 12, 1988. Comments should have been
submitted to me as prescribed in the notice since I have
been delegated signature authority for the Director in these
certifications. In the future it would be helpful to submit
a copy of your comments directly to me if you wish to
Pollution Prevention: Pais
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
„ .. .
Mr. Todd Miller
Page Two
March 22, 1988
address them to the Director. In that way I will be aware
of any comments submitted prior to making a final decision
on the certification even if the official comment period has
passed. We certainly wish to consider any relative
information and concerns prior to making decisions in these
matters and feel that addressing the comments, or a copy of
the comments, to me will be beneficial toward that end.
Sincerely,
Original Signed
W ?JtWC.mil l is
WCM/dkb
cc: Paul Wilms
Dennis Ramsey
Preston Howard
s?
NORTH CAROLINA COASTAL
1832 J Bell Lane (Ocean) • NEWPORT, NORTH CAROLINA 28570 • [phone]

February 15, 1988
Mr. Paul Wilms
Division of Environmental
P.O. Box 27687
Raleigh, NC 27611
Dear Paul:
10 ;N
Management
FE6 19 ?968
Div., Of
Enclosed is a letter that we have submitted to comment on North
Topsail Sewer and Waters, Inc. application to construct a
pipeline under Stump Sound. As I'm sure you are aware, these
are waters that are currently being considered by the NC
Environmental Management Commission for classification as
"Outstanding Resource Waters." Construction of this crossing
will violate the water quality standard for turbidity and alter
a designated primary nursery area.
We request that you provide a negative comment on this project
to the NC Division of Coastal Management. An underwater
pipeline cannot be inspected and will eventually endanger the
high quality waters in this area. A clear alternative is to
suspend the pipeline such as is frequently done with
powerlines.
If you are considering issuing a favorable comment on this
project, we request a public hearing before you make any final
determinations.
Sincerely,.
Todd Miller
Executive Director
Enclosure
1
I'
NORTH CAROLINA COASTAL FEDERATION
1832 J Bell Lane (Ocean) • NEWPORT, NORTH CAROLINA 28570 • [phone] _i V
i, 1988
Mr. David W. Owens ?-EB lg igBA
NC Division of Coastal Management
P.O. Box 27687 Div. of
Raleigh, NC 27611 ..?.
Ra?7?;h. V. C;.
Dear Dave:
We have reviewed the application submitted by North Topsail
Sewer and Waters, Inc. to construct a subaqueous crossing for
24" diameter force main under Stump Sound. The permit should
be denied for the following reasons:
1) Pipeline Not a Water Dependent Use: According to 7H
.0208(a)(1), uses which are not water dependent will not
be permitted in coastal wetlands, estuarine waters, and
public trust waters. While the rule states that "utility
easements" may be water dependent, 7H .0208(a)(2)(B)
states that you must determine that no suitable
alternative site or location outside the AEC exists for
the use. One clear alternative is to suspend the pipeline
in the air and avoid all construction impacts to Stump
Sound. This would also allow for easy inspection of the
pipeline whereas an underwater line cannot be inspected at
all.
2) Turbidity Standard Will Be Violated: Dredging will
violate the water quality standard for turbidity.
Therefore, 7H .0208(a)(2)(C) will be violated which states
that a 'permit cannot be issued if water quality standards
are violated.
3) Primary Nursery Area Should Not Be Dredged: The waters on
either side of the Intracoastal Waterway are designated as
a Primary Nursery Area by the NC Division of Marine
Fisheries. These highly productive waters should not be
dredged.
4) Inappropriate Use of Outstanding Resource Waters: A
petition that these waters should be considered as
Outstanding Resource waters has been accepted by the NC
Environmental Management Commission. While in the
hearing process, no development that will cause any
degradation to these waters should be permitted. Sewage
pump stations and pipeline, which will eventually
breakdown and leak, are no more appropriate near
Outstanding Resource Waters than are engineered stormwater
systems. While in the hearing process, the Environmental
Management Commission has ruled that engineered stormwater
.Ar
David W. Owens
February 15, 1988
Page 2.
systems are not to be allowed within 575 feet of these
waters.
In conclusion, this underway pipeline would require extensive
physical alteration of these high quality estuarine waters.
Clear alternatives to an underway line exist. Future
breakdowns of pump stations and leakage of the force main will
jeopardize the existing uses of these waters. Secondary
impacts of the sewage system should also be considered as part
of this permit review since it is being constructed by private
developers to facilitate their own private development
proposals.
Please notify us immediately of any modifications or permit
decisions made in regard to this application.
Sincerely,
00020-
Todd Miller
Executive Director
/ ?t,
U
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary February 24, 1988 Director
Mr. Bennie J. Tripp
North Topsail Water and Sewer, Inc.
Lot 14, Coastal Drive
Sneads Ferry, NC 28460
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Sewer Line Crossing at NC 210
North Topsail Water and Sewer, Inc.
Atlantic Intracoastal Waterway
Onslow County
Dear Mr. Tripp:
Attached hereto are two (2) copies of Certification No. 2208
issued to North Topsail Water and Sewer, Inc. dated February 24, 1988.
If we can be of further assistance, do not hesitate.to contact us.
Sincerely,
Original Si,,ned By
William C. Mills
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Wilmington Regional Office
Mr. William Mills
Mr. David Owens
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
Onslow County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to North Topsail Water and
Sewer, Inc. pursuant to an application filed on the 8th day of January,
1988 to construct additions to the sewage collection system including a
crossing of the AIWW near NC 210.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Atlantic
Intracoastal Waterway in conjunction with the proposed sewer line
crossing in Onslow County will not result in a violation of applicable
Water Quality Standards and discharge guidelines. Therefore, the State
of North Carolina certifies that this activity will not violate Sections
301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent
significant increase in turbidity outside the area of
construction or construction related discharge (increases such
that the turbidity in the Stream is 25 NTU's or less are not
considered significant).
2. That the project be performed during periods of low biological
activity, coordinated through the N.C. Division of Marine
Fisheries.
3. That the backfill material shall be of such quality so as to
not to create turbidity violations in the area of the proposed
project.
4. That construction of the collection system must be authorized
by this Division prior to commencement of construction.
5. That silt fences and/or other sedimentation control devices
shall be employed to minimize erosion, sedimentation, and
turbidity in and near wetland areas.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 24th day of February, 1988.
Original g;XpW OF ENVIRONMENTAL MANAGEMENT
William C. Mills
R. Paul Wilms, Director
WQC# 2208 For
., r
d SEATE?
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary February 24, 1988 Director
Mr. Bennie J. Tripp
North Topsail Water and Sewer, Inc.
Lot 14, Coastal Drive
Sneads Ferry, NC 28460
Dear Mr. Tripp:
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Sewer Line Crossing at NC 210
North Topsail Water and Sewer, Inc.
Atlantic Intracoastal Waterway
Onslow County
Attached hereto are two (2) copies of Certification No. 2208
issued to North Topsail Water and Sewer, Inc. dated February 24, 1988.
If we can be of further assistance, do not hesitate- to contact us.
Sincerely,
Or ginal smiled BY
William C. mills
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Wilmington Regional Office
Mr. William Mills
Mr. David Owens

Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
` f
.
NORTH CAROLINA
Onslow County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to North Topsail Water and
Sewer, Inc. pursuant to an application filed on the 8th day of January,
1988 to construct additions to the sewage collection system including a
crossing of the AIWW near NC 210.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Atlantic
Intracoastal Waterway in conjunction with the proposed sewer line
crossing in Onslow County will not result in a violation of applicable
Water Quality Standards and discharge guidelines. Therefore, the State
of North Carolina certifies that this activity will not violate Sections
301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent
significant increase in turbidity outside the area of
construction or construction related discharge (increases such
that the turbidity in the Stream is 25 NTU's or less are not
considered significant).
2. That the project be performed during periods of low biological
activity, coordinated through the N.C. Division of Marine
Fisheries.
3. That the backfill material shall be of such quality so as to
not to create turbidity violations in the area of the proposed
project.
4. That construction of the collection system must be authorized
by this Division prior to commencement of construction.
5. That silt fences and/or other sedimentation control devices
shall be employed to minimize erosion, sedimentation, and
turbidity in and near wetland areas.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 24th day of February, 1988.
Original *§gN OF ENVIRONMENTAL MANAGEMENT
William C. Mills
For R. Paul Wilms, Director
WQC# 2208

w'- . -f
J
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION'
Comments concernYng an application for State Federal CAMA Permit(s) from

A. PERMIT:
This office cannot comment on this project until after the close of the.Section
X401 Certification Public Comments Period.
This office has no objection to the issuance o£ the permit(s) for the proposed
project with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area `of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instrea. turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a:reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project.- Such action to
process the certification has
been initiated. Proposed --
Certification wi;.l be ptod on
-t- -
or aft
?
L
C
er 9
??L??
The proposed project is certified U?
under General Certification
A) No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B) No. .1272 issued on November 10, E} No. 1664 issued on.September-8,
1978, for bulkhead construction: 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas. ?

WATER QUALITY SECTION
DIVISI ON OF ENVIRONMENTAL MANAGEMENT
• t
MEMORANDUM
DATE:
TO:
FROM:
THROUGH:

DIVISION OF ENVIRONMENTAL MANAGEMENT
January 22, 1988
Bill Mills
Operations
Michael F.
Wilmington
A. Preston
Wilmington
Branch
Williams
Regional/Office
Howard,/ Jr.
Regional Office

4 j.•1
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
North Topsail Water and Sewer, Inc.
Onslow County
The applicant proposes to construct a sub-aqueous sewer line
beneath the AIWW and adjacent wetlands on the southside of the
N.C. Highway 210 bridge on North Topsail Island. The proposed
collection system will consist of approximately 12 miles of
gravity sewer and force main from 12 inch to 24 inch diameter and
4 lift stations. The area of construction is from within 2 miles
of the Pender County line, north easterly along Highway 210, then
across the AIWW south of the 210 bridge and along 210 to the
existing North Topsail Water and Sewer, Inc. facility.
A 401 Certification will be required since the project will
require "cut and fill" to bury the 24 inch diameter force main
beneath the AIWW and adjacent wetlands classified SA.
It is recommended that the requested 401 Certification be
approved subject to the following conditions:
1. The project shall be performed during periods of low
biological activity, coordinated through the North Carolina
Division of Marine Fisheries.
2. The turbidity in the waters shall not exceed 25 NTU as a
result of the project activity.
3. Backfill material shall be of such quality so as not to
create turbidity violations in the area of the proposed
project.
4. Construction of the collection system must be authorized by
this Division prior to construction commencement.
5. Silt fences and/or other sedimentation control devices shall
be employed to minimize erosion, sedimentation and turbidity
in and near wetlands areas.
MFW:kc
cc: WiRO, CF
DCM - Charles Jones

OFFICE OF COASTAL MANAGEMENT Lat:
FIELD INVESTIGATION REPORT Long:
1. APPLICANT'S NAME North Topsail Water& Sewer, Inc.
2. LOCATION OF PROJECT SITE on Topsail-Island and across the AIWW,
to the existing wastewater treatment plant located on the main-
land and adjacent to NC Hwy. 210, Onslow County;
SEE PHOTO INDEX 84:25-274:24-260
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 10-87
(B) WAS APPLICANT PRESENT YES
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11-9-87 (PENDING)
OFFICE Morehead City
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Onslow County
LAND CLASSIFICATION FROM LUP Higher Density
Transition & Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP NONE
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS X PUBLIC TRUST WATERS _X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: 'LES X NO X OTHER
(D) INTENDED USE: PUBLIC PRIVATE COMMERCIAL X
877,600 gpd
(E) TYPE OF WASTE WATER TREATMENT: EXISTING wastewater plant
PLANNED expand to 1,027,600 gpd
(F) TYPE OF STRUCTURES: EXISTING
PLANNED pump station, sewer lines, manholes, etc
(G) ESTIMATED ANNUAL RATE OF'EROSION SOURCE
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Transitional wooded 12,500 sgft 12',500 soft-(temporary)
wetlands, coastal wetlands
(B) NON-VEGETATED WETLANDS:
bottom area below the 1,489 sq ft 1,489 sq ft
MHW line
(C) OTHER:
highway right-of-way 14 acres
(D) TOTAL AREA DISTURBED:
8. PROJECT SUMMARY: The applicant is proposing to expand their
service area by constructing_ a wastewater collection system which
will provide sewage service to additional areas of Topsail Island
in Onslow County.
FIELD INVESTIGATION REPORT - NORTH TOPSAIL WATER & SEWER, INC.
PAGE #2
9. NARRATIVE DESCRIPTION: The applicant is proposing to expand
their service area by constructing a waste water collection
system which will provide sewage service to additional areas
on Topsail Island, Onslow County. The new system will begin
approximately 6,700' north of the Onslow/Pender County line
(approximately at the location of the Scotch Bonnett Pier)
and will terminate at the existing waste water treatment
plant which is located approximately 5,000' north of the
intersection of NCSR 1518 and is adjacent to NC Hwy. 210 on
the mainland side. There is presently one development
(Permuda Landing) which has been serviced by the applicant's
sewer system in this general area, however, the whole island
area north of SR 1516 has sewer available to them. The
applicant has indicated that a permit has been applied for
to the Division of Environmental Management for the
upgrading of the existing plant from 877,600 gpd to
1,027,600 gpd. Ultimate capacity of this plant is projected
at 6,000,000 gpd according to the applicant.
The sewer system will consist of 1,015' of 12" gravity
sewers, 18,105' of 15" gravity sewers, 4,898' of 18" gravity
sewers, 2,000' of 6" force mains, 19,140' of 16" force
mains, 19,070' of 24" force mains, four (4) duplex
submersible pumping stations in precast concrete structures,
and miscellaneous manholes and appurtenances. The majority
of construction activities associated with the sewer line
will occur on highground and within DOT's right-of-way,
however, the sewer line system will involve a subaqueous
crossing of the AIWW and a canal, and will be trenched
underneath adjacent wetlands vegetation on either side of
the AIWW.
Plans included with the application indicate that the
proposed sewer line will begin to be trenched in coastal
wetlands somewhere close to the location of an abandoned
brick facade pump station on the southwest side of the
high-rise bridge. The sewer line and associated spoil
excavation will then run in a northwesterly direction until
it enters transitional wooded wetland areas at the location
where aerial electrical transmission lines are running,
parallel to the high-rise bridge. The sewer line will then
run generally along the same alignment of this power line
and across the AIWW until it reaches the northwest highway
bridge road shoulder. At this location, the sewer line will
then move back into the road embankment and will run along
and within the highway right-of-way (NC Hwy. 210),
approximately 5,0001, until it reaches the existing
wastewater treatment plant.

FIELD INVESTIGATION REPORT - NORTH TOPSAIL WATER & SEWER, INC.
PAGE #3
Along the wetland areas, the applicant indicates that the
sewer line will be placed a minimum of 3' below the original
wetland elevations with the stockpiled material from the
trenching (backhoe) excavation being used to restore the
wetland areas back to their original elevation. The total
disturbance area is approximately 2500 linear feet x 10' in
width. The crossing of the AIWW is proposed to be achieved
by the excavation of an approximately 300' long x up to 33'
wide trench which will be excavated by a dragline. Spoils
excavated will be placed on a barge and will be returned
back to the trench (only suitable material) after the pipe
is placed. The pipe will be a minimum of -6' below the
project depth of the AIWW channel. The remaining waterway
to be crossed is an existing man-made canal which is
approximately 40' in width and -2' MLW deep. An
approximately 10' wide trench will be excavated by dragline
and the sewer pipe will be placed approximately -3' below
the existing bottom contour. Suitable materials will also
be used to backfill this trench. Adjacent waters outside
the AIWW channel itself have been designated by the N.C.
Division of Marine Fisheries as primary nursery areas and
are classified by the Division of Environmental Management
as "SA" waters.
10. ANTICIPATED IMPACTS: The project as proposed will result in
excavation and temporary filling of approximately 25,000 sq.
ft. of wetland type vegetation (a majority of which is
transitional, wooded wetlands). Additionally, approximately
1,489 sq. ft. of bottom area below the MHW line will be
excavated in conjunction with the sewer line construction
with approximately 2,500 cubic yards of sand, mud and silt
materials being excavated. The applicant proposes to "fill
in" the trenches with suitable materials which are obtained
from the excavation activity. Increased levels of turbidity
can certainly be expected from the excavation and filling
activity as they occur in the areas below the MHW line.
These impacts could be minimized however, if construction is
timed to periods of least biological activity, and
appropriate backfill material is used. The applicant
indicates that the excavation of the bottom areas cannot be
avoided since the Department of Transportation will not
allow these sewer lines to be attached to the bridge
structure itself. Sediment runoff from upland disturbed
areas could also cause significant impacts to adjacent
wetlands and water areas unless adequate sedimentation and
erosion control techniques are employed.
Certainly, one of the most obvious secondary impacts of this
project will be the availability of sewer to a significant
FIELD INVESTIGATION REPORT - NORTH TOPSAIL WATER & SEWER, INC.
PAGE #4
amount of undeveloped and existing built upon areas.
Whereas, in the past when soil conditions have either
prohibited or limited the density of development, the
availability of a sewer system will now allow these areas to
develop to their full potential in accordance with local
zoning and subdivision regulations.
PREPARED BY: CHARLES S. JONES
DATE: JANUARY 8, 1988
-I 1U //I r I
N ?u
Please type or print. Carefully crib oall an-
ticipated 1987
development activiti r
tion, excavation, filling, paving. lard clearing,_and- - - - - - - -
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-

plicable). Items 1-4 and &9 must be completed for x?
all projects. 4 BLAND SAND
K
a. Name North Topsail Water & Sewer, Inc.
Address Lot 14, Coastal Drive
CltySneads Ferry State N. C.
Zip 28460 IDayphone 919-328-1100
Landowner or Authorized agent
b. Project name (if anyN.C. Hwy. 210
Collection System - Phase II
c. If the applicant is not the landowner, also give
the owner's name and address.
Project is located in NCDOT R.O.W
and Intracoastal Waterway R.O.W.
x??? ,.TRIO ? ? y,? t??EDa. Street address or secondary road number
N.C. Hwy. 210
b. City, town, community, or landmark
c. County O n s l o w
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Intracoastal Waterav
3? y i ?
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Construct subaqueous crossing for 24"
diameter force main under the Intra-
coastal Waterway
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
new work
c. Will the project be for community, private, or
commercial use?
community
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum N/A
d. Soil type(s) and texture(s) of tract N/A
e. Vegetation on tract N/A
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Con - D
i. How are adjacent waters classified? SA
j. Has a professional archaeological survey been
carried out for the tract? N
If so, by whom?
Describe the planned use of the project.
Sanitary sewer collection on North
Topsail Island
x
Complete this section if the project includes any
upland 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 graded or disturbed- N/A
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation 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 im-
permeable surfaces, such as pavement,
buildings, or rooftops. N/A
NOV 0 9 1987
g. List the materials, such as marl, pa a nt of material to be excavated from
asphalt, or concrete, to be used for dJ e water level in cubic yards 2, 5 3 3 c Y
surfaces. N/A ---------------E.--T'y"ise of material Sand
d. Does the area to be excavated include marsh-
h. If applicable, has a stormwater management land, swamps, or other wetlands? Yes
plan been submitted to the Division of En- e. High ground excavation, in cubic yards N/A
vironmental Management? N/A f. Dimensions of spoil disposal area N/A
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal areassntable excavated soil
water treatment faCilities.Pro.iect will be in placed on barge then returned to original condition
conjunction with upgrade of existing North h. Do you claim title to the disposal area? Yes
Topsail W&S. Inc. treatment plant
j. Have these facilities received state or local If not, attach a letter granting permission from
approval?yes, RCrmit for uourade applied for the owner.
k. Describe existing treatment facilities. i. Will a disposal area be available for future
Existing plant capacity 877,600 gallons/day maintenance? Yes
expansion to 1.027 600 gallons/day applied for if so, where? xistinq North Topsail W&S Plant Site
ultimate capacity 6 000 000 gallons/day j. Does the disposal area include any marshland,
I. Describe location and type of discharges to swamplland,'or water areas? N/A
waters of the state (for examplersurface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water? Yes, suitable material only
effluent, or "wash down"). N/A 1. Amount of fill in cubic yards 2 5 3 3
m. Type of fill material S and
** n. Source of fill materiAxcavated trench for crossing
m. Water supply source N/A o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? N/A
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled N/A
tain established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access. N/A site and erosion controlled?E x c a v a t e d trench
material will be placed on barge and
_returned to trench after pipe is placed.
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation above mean sea level of the used (for example, dragline, backhoe, or
first habitable floor? N/A hydraulic dredge)? drag 1 i n e , barges, cranes
s. Will wetlands be crossed in transporting equip-
ment to the project site? No If yes, explain
the steps that will be taken to lessen en-
a. Describe below the purpose of proposed excava- vironmental impacts.
tion 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 for, IWW
crossing.
Upland fill
areas

2466 10' S'
300 33

a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water
or normal water level N/A
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
* Temporary fill in wetlands for trench cuts
** Excavated and replaced soil for IWW crossing
't*'*' M-Le X ri-o fn hA nlnraH nn A-- nnli `licnnQnd of
NOV -1111 1111 L
0 9 1987
0
----*--AIM-of previous state or federal permits Issued
8 ADDITIONAL INFORMATION,' for work on the project tract. Include permit
numbers, permittee, and Issuing dates.
N.C. Dept. of Nat Res & Comm Dev. 015131 9/16/137
i In addition to the completed application form, the N.C. De t. of Nat Res & Comm Dev. 1'15239 10/8/87
following Items must be submitted: -Wastewater co ection & pump sta for 210 Collection to
t ? 1n'.
(with „ ? iecPor itnac?e payable to the Depart-
ot copy of the decd state a applican tclaimsr Ament of Natural Resources and Community
other Instrument under r which the app Development to cover the costs of processing the
title to tlre'a((ected property. If the applicant not application.
claiming to be the owner of said property, then n (or- ward a copy of the deed or other I writtene permis-
sion which the owner claims title, plus
sfrom 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 8 1/z x I l white paper. (Refer to Coastal
Resources Commission Rule 7).0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing 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 per-
sonnel unfamiliar with the area to the site. Include
county road (Sit) 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 com-
ments on the proposed project ta,the .Division of
Coastal Management. The applicant must advise
adjacent landowners of thlicoponuto them by
ding a copy of the permit app
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Ro er Page
Name F.
Address P. O. Box 15047 Winston Salem, N.C.
27103
Name United States of America
mv Coras of Engineers ATTN. Go1•
Address c/o U S Ar
P.O. Box 1890 Wilmin
Jul W. Woo State Hir_hwa Comm'
Name '
Address ATTN. Mr. W. Am
P O Box 1226 Jacksonville N.C..s1.540
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project Involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
.9 ,.CERTIFICATION AND PERMIS
TER ON. LAND r' i',
Any permit Issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro.
Posed 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 further certify that 1 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 ap-
plication and follow-up monitoring of project.
This is the H th day of Sip t '
c.-
X
Landowner or Autho 1z agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the Inside front cover for the appropriate
DCM office and addresses and phone number.
*Corps of Engineers General Permit No. SAW C081-N-000-0049, 9/30/87 Subaqueous Crossing for
Utility line to North Topsail W&S, Inc.
* of En(lineers, Nationwide Permit No. 12 utility crossing is isolated wetlands. 9/1G/87 to
Corp o

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1: P l N, C, l?1wY 2 10

1.
OFFICE OF COASTAL MANAGEMENT Lat:
FIELD INVESTIGATION REPORT Long:
APPLICANT'S NAME North Topsail Water & Sewer, Inc.
2. LOCATION OF PROJECT SITE on Topsail Island and across the AIWW,
to the existing wastewater treatment plant located on the main-
land and adjacent to NC Hwy. 210, Onslow County;
SEE PHOTO INDEX 84:25-274:24-260
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 10-87
(B) WAS APPLICANT PRESENT YES
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11-9-87 (PENDING)
OFFICE Morehead City
6. SITE DESCRIPTION: (A) LOCAL.LAND USE PLAN 'Onslow County
LAND CLASSIFICATION FROM LUP Higher Density
Transition & Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP NONE
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS X PUBLIC TRUST WATERS _X
ESTUARINE WATERS X OTHER
(C), WATER DEPENDENT: YES X NO X OTHER
(D) INTENDED USE: PUBLIC PRIVATE COMMERCIAL X
877,600 gpd
(E) TYPE OF WASTE WATER TREATMENT: EXISTING wastewater plant
PLANNED expand to 1,027,600 gpd
(F) TYPE OF STRUCTURES: EXISTING
PLANNED- pump station, sewer lines, manholes, etc.
(G) ESTIMATED ANNUAL RATE OF EROSION
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
Transitional wooded
wetlands, coastal wetlands
(B) NON-VEGETATED WETLANDS:
bottom area below the
MHW line
(C) OTHER:
highway right-of-way
(D) TOTAL AREA DISTURBED:
14 acres
8. PROJECT SUMMARY: The applicant is proposing to expand their
service area by constructing a wastewater collection system which
will provide sewage service to additional areas of Topsail Island
in Onslow County.
SOURCE
DREDGED FILLED OTHER
12,500 sgft 12,500.sgft-(temporary)
1,489 sq ft 1,489 sq ft
FIELD INVESTIGATION REPORT - NORTH TOPSAIL WATER & SEWER, INC.
PAGE #2
9. NARRATIVE DESCRIPTION: The applicant is proposing to expand
their service area by constructing a waste water collection
system which will provide sewage service to additional areas.
on Topsail Island, Onslow County. The new system will begin
approximately 6,700' north of the Onslow/fender County line
(approximately at the location of the Scotch Bonnett Pier.}
and will terminate at the existing waste water treatment
plant which is located approximately 5,000' north.of the
intersection of NCSR 1518 and is adjacent to NC Hwy. 210 on
the mainland side. There is presently one development
(Permuda Landing) which has been serviced by the.applicant's
sewer system in this general area, however, the whole island
area north of SR 1516 has sewer available to them. The
applicant has indicated that a permit has been applied for
to the Division of Environmental Management for the
upgrading of the existing plant from 877,600 gpd to
1,027,600 gpd. Ultimate capacity of this plant is projected
at 6,000,000 gpd according to the applicant.
The sewer system will consist of 1,015' of 12" gravity
sewers, 18,105' of 15" gravity sewers, 4,898' of 18" gravity
sewers, 2,000' of 6" force mains, 19,140' of 16" force
mains, 19,070' of 24" force mains, four (4) duplex
submersible pumping stations in precast.concrete structures,
and miscellaneous manholes and appurtenances. The majority
of construction activities associated with the sewer line
will occur on highground and within DOT's right-of-way,
however, the sewer line system will involve a subaqueous
crossing of the AIWW and a canal, and will be trenched
underneath adjacent wetlands vegetation on either side of
the AIWW.
Plans included with the application indicate that the
proposed sewer line will begin to be trenched in coastal
wetlands somewhere close to the location.of an abandoned
brick facade pump station on the southwest side of the
high-rise bridge. The sewer line and associated spoil
excavation will then run in a northwesterly direction until
it enters transitional wooded wetland areas at the location
where aerial electrical transmission lines are running
parallel to the high-rise bridge. The sewer line will then
run generally along the same alignment of this.power line
and across the AIWW until it reaches.the northwest highway
bridge road shoulder. At this location,.the sewer line will
then move back into the road embankment and will run. along
and within the highway right-of-way (NC Hwy. 210),
approximately 5,0001, until it reaches the existing
wastewater treatment plant.
FIELD INVESTIGATION REPORT - NORTH TOPSAIL WATER & SEWER, INC.
PAGE #3
Along the wetland areas, the applicant indicates that the
sewer line will be placed a minimum of 3' below the original
wetland elevations with the stockpiled material from the
trenching (backhoe) excavation being used to restore the
wetland areas back to their original elevation. The total
disturbance area is approximately 2500 linear feet x 10' in.
width. The crossing of the AIWW is proposed to be achieved
by the excavation of an approximately 300' long x up to 33'
wide trench which will be excavated by a dragline. Spoils
excavated will be placed on a barge and will be returned
back to the trench (only suitable material) after the pipe
is placed. The pipe will be a minimum of -6' below the
project depth of the AIWW channel. The remaining waterway
to be crossed is an existing man-made canal which is
approximately 40' in width and -2' MLW deep. An
approximately 10' wide trench will be excavated by dragline
and the sewer pipe will be placed approximately -3' below.
the existing bottom contour. Suitable materials will also
be used to backfill this trench. Adjacent waters outside
the AIWW channel itself have been designated by the N.C.
Division of Marine Fisheries as primary nursery areas and
are classified by the Division of Environmental Management
as "SA" waters.
10. ANTICIPATED IMPACTS: The project as proposed will result in
excavation and temporary filling of approximately 25,000 sq.
ft. of wetland type vegetation (a majority of which is
transitional, wooded wetlands). Additionally, approximately
1,489 sq. ft. of bottom area below the MHW line will be
excavated in conjunction with the sewer line construction
with approximately 2,500 cubic yards of sand, mud and silt
materials being excavated. The applicant proposes to "fill
in" the trenches with suitable materials which are obtained
from the excavation activity. Increased levels of turbidity,
can certainly be expected from the excavation and filling
activity as they occur in the areas below the MHW line.
These impacts could be minimized however, if construction is
timed to periods of least biological activity, and
appropriate backfill material is used. The applicant
indicates that the excavation of the bottom areas cannot be
avoided since the Department of Transportation will not
allow these sewer lines to be attached to the bridge
structure itself. Sediment runoff from upland disturbed
areas could also cause significant impacts to adjacent
wetlands and water areas unless adequate sedimentation and
erosion control techniques are employed.
Certainly, one of the most obvious secondary impacts of this
project will be the availability of sewer to a significant
FIELD INVESTIGATION REPORT - NORTH TOPSAIL WATER & SEWER, INC.
PAGE #4
amount of undeveloped and existing built upon areas.
Whereas, in the past when soil conditions have either
prohibited or limited the density of development, the
availability of a sewer system will now allow these areas to
develop to their full potential in accordance with local
zoning and subdivision regulations.
PREPARED BY: CHARLES S. JONES
DATE: JANUARY 8, 1988
if f_1 u
Please type or print. Carefully criteVa . 9 1987
ticipated development activiti
tion, excavation, filling, paving, land. clearing,-and. - - - - - - -
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-
Describe the planned use of the project.
Sanitary sewer collection on North
Topsail Island
plicable). Items 14 and 8-9 must be completed for J
AND
all projects. r4CTAND'
; A-PPLICAN?
a. Name North Topsail Water do Sewer, Inc.
Address Lot 14, Coastal Drive
City Sneads Ferry State N.C.
Zip 28460 JDayphone 919-328-1100
Landowner or Authorized agent
b. Project name (if any) N.C. Hwy. 210
Collection System - Phase II
c. If the applicant is not the landowner, also give
the owner's name and address.
-Project is located in NCDOT R.O.W.
and Intracoastal Waterway R.O.W.
iocAT?o ???? gOLD?a? ,k
a. Street address or secondary road number
N.C. Hwy. 210
b. City, town, community, or landmark
c. County O n s l o w
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Intracoastal Wateray
SORB
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Construct subaqueous crossing for 24"
diameter force main under the Intra-
coastal Waterway
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
new work
c. Will the project be for community, private, or
commercial use?
community
CHARC'RS,
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum N/A
d. Soil type(s) and texture(s) of tract- N/A
e. Vegetation on tract N/A
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Con - D
i. How are adjacent waters classified? SA
j. Has a professional archaeological survey been
carried out for the tract? N o
If so, by whom?
uu F Complete this section if the project includes any
upland 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 graded or disturbed N / A
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation 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 im-
permeable surfaces, such as pavement,
buildings, or rooftops. N/A
t _ ? ? :=1._1_.11 L1_1.111
NOV 0 9 1987
g. List the materials, such as marl, pa pig - nt of material to be excavated from
asphalt, or concrete, to be used for ; CJ e water level in cubic yards 2, 5 3 3 C Y
surfaces. N/A --''---- - -----'c.'-Tgpe of material Sand
d. Does the area to be excavated include marsh-
h. If applicable, has a stormwater management land, swamps, or other wetlands? Y e s
plan been submitted to the Division of En- e. High ground excavation, in cubic yards N/A
vironmental Management? N/A f. Dimensions of spoil disposal area N/A
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal areasuitable excavated soil
water treatment facilities. Project will be in placed on barge then returned to original condition
conjunction with upgrade of existing North h. Do you claim title to the disposal area? Yes
Topsail W&S, Inc. treatment plant
j. Have these facilities received state or local If not, attach a letter granting permission from
approval? yes, permit for upgrade applied for the owner.
k. Describe existing treatment facilities. i. Will a disposal area be available for future
Existing plant capacity 877,600 gallons/day maintenance?? Yes
expansion to 1,027,600 gallons/day applied for If So, where. Listing North Topsail W&S Plant Site
ultimate capacity 6,000,000 gallons/day j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swamplland,lor water areas? N/A
waters of the state (for example?surface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water? Yes, suitable material only
effluent, or "wash down"). N/A 1. Amount of fill in cubic yards 2 5 3 3
m. Type of fill material S and
* n. Source of fill materialExcavated trench for crossing
m. Water supply source N/A o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? N /A
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled N/A
tain established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access. N/A site and erosion controlled7E x c a v a t e d trench
material will be placed on barge and
returned to trench after pipe is placed.
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation above mean sea level of the used (for example, dragline, backhoe, or
first habitable floor? N/A hydraulic dredge)? drag 1 i n e , barges, cranes
XoeA. ii
* Wa
}4RM"TIQ 74. fi
ate= i 7 > ???s>.
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
* Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW for, IWW
crossing.
Upland fill
areas
Length Width Depth

2466 10' S'
300 33
i
s. Will wetlands be crossed in transporting equip-
ment to the project site? No If yes, explain
the steps that will be taken to lessen en-
vironmental impacts.
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water
or normal water level N/A
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
* Temporary fill in wetlands for trench cuts
Excavated and replaced soil for IWW crossing
** Muck & Fines to be placed on Barge and disposed of on
high ground n
fill 1,
N OV 0 9 1987 ~
---- --Aitst-of previous state or federal permits Issued
FBADDITIONAL INFORMATION,` nfor work on the umbers, permitter jandtissuingndates. permit
N.C. Dept. of Nat Res & Comm Dev. #15131 9/16/87
In addition to the completed application form, the N.C. De t. of Nat Res & Comm Dev. 1'15239 10/8/87
following items must be submitted: -Wastewater co ection & pump sta for 210 Collection to
application only) or * )g ctiecl°Cpsor ,tria?e payable to the Depart-
A copy of the deed (with state app t of Natural Resources and Community
other instrument under which the applicant claims merit Development to cover flu costs of processing the
title to tlre'a(fected property. if the applicant is not application.
claiming to be the owner of said property, then for- ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion 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 8 Vz x I 1 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 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing 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 per-
sonnel unfamiliar with the area to the site. Include
county road (Sit) 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 com-
ments on the proposed project to.,the .Division of
Coastal Management. The applicanomust advise sen-
the adjacent landowners of thopportunity
to them by
ding a copy of the permit application
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name F• Ro er Paoe
P. 0. Box 15047 Winston Salem, N.C.
Address
27103
Name United States of America C'01-
Address c/o U.S. Army Corgs of Engineers ATTN.
P.O. Box 1890 14ilmin ton N C 2840 _
ul W. Woo State Name Nivhwa Commission
Address ATTN. Mr. Ire. Aman
P O Box 1226 Jacksonville N.C. 2 540
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
.9 ;.CERTIFICATION AND PERMIS
<';SION'JTO: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 condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed 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 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 ap-
plication and follow-up monitoring of project.
This is the rh day of Le t"
19A3_-
- L-
X
Landowner or Autho iz agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
*Corps of Engineers General Permit No. SAW CO81-N-000-0049, 9/30/87 Subaqueous Crossing for
Utility line to North Topsail W&S, Inc. crossing is isolated wetlands. 9/14/87 to
*Corp of Engineers, Nationwide Permit No. 12 utility
Nnrth Topsail W&S Inc.

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