20000699 Ver 1_COMPLETE FILE_20000525

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
IN REPLY REFER TO
July 5, 2000
Re gulatory Division
Action ID No. 200011172
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment.
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
Reference the application of Sterling Webster for a Department of the Army (DA) permit to
place rock riprap material along the shoreline and construct a pier and a walkway, on property
located off State Road 1219, in the Swan View Shores Subdivision, on Colington Island, in Dare
County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
3. The riprap material will contour the natural shoreline and will not extend waterward
more than 5 feet from the erosion escarpment at any point.

4. The height of the riprap material waterward of tidal wetlands shall not exceed six inches
above the adjacent marsh substrate at any point.
5. No vegetated wetlands will be excavated or filled.
6. The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands is not authorized.
7. The riprap material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
8. No attempt will be made by the permittee to prevent the full and free use by the public
of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must
not interfere with the public's right to free navigation on all navigable waters of the United States.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
"d 41" &
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Dorney
Water Quality Section
JDivision of Environmental Management
North Carolina Department of Environment
and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621

-3-
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
•s
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 23, 2000
Dare County
DWQ Project # 000669
APPROVAL of 401 Water Quality Certification
Mr. Sterling Webster. IV
Post Office Box 2716
Kill Devil Hills, NC 27948
Dear Mr. Webster:
You have our approval, in accordance with the attached conditions, to place fill material in 246 square feet of waters for
the purpose of stabilizing a shoreline, as you described in your application dated May 25, 2000. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3274. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment
and Erosion Control. Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification. This approval shall expire
when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may askfor an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions. please telephone John Dorney at 919-733-1786.
incerely, >
e . Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
File Copy
Central Files
Doug Huggett, DCM
George Wood; Environmental Professionals``
FILE
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper

A ??
NCDENR
JAMES B. HUNT JR.
GOvERNOR
BILL HOLMAN"
' SECRETARY
DONNA D. MOFFITT
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT

MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
May 24, 2000
Y 2 5 tP.
Proposed Project:
2s clp0i
John R. Dorney, Environmental Biological Supervisor
Division of Water Quality
000699
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Sterling Webster
Lots 1, 2, D and E on Swan View Shores Drive (SR 1218), Swan
View Shores Subdivision, C_olington Island, Dare County. The
property is the only developed site accessed at the end of Swan
View Drive.
The applicants proposes to 1) place riprap along 338 linear feet of
shoreline. Approximately 215' will be landward of normal water
level and 123' will be placed a maximum of two feet waterward of
normal water level, 2) construct a 6' x 10' walkway to a 6' x 200'
pier, and a 426 square foot platform with a 120 square foot screened
gazebo, and 3) construct a 182 square foot "walkover" deck over
the riprap, landward of normal water level.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by June 14, 2000, 1999. If you have any questions regarding the
proposed project, please contact Lynn Mathis at [phone]. When appropriate, in-
depth comments with supporting data is requested.
REPLY: %/ This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes
are incorporated. See attached.
This office objects to the project for reasons described ??n, tbga _
attached comments. cum
ELIZABETH CITY REGIONAL OFFICE
SIGNED DATE PHONE: US 17 SOUTH, ELIZABETH CITY, NC 27909
PHONE:[phone] FAX: [phone]
A E UAL OP TUNITY / AF IRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST-CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]
6 6_77? Ift
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Brad Shaver
WO Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Sterling Webster County Dare
Project Number 00 0699 County2
Recvd From DCM Region Washington
Received Date 5125100 Recvd By Region 5/25/2000
Project Type
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet '',:
Type Type Impact Score Index Prim. Su Basin Re Req.
CAMA F- P-7 O N F 24 1 ° w A25,J F ?- ?- ?-
r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y QQ N Did you request more info? Q Y * N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y a N
Is Mitigation required? Q Y (0 N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
The rip-rap structure for stabilization is landward of the NWL.
Issue no conditions.
Submitted 5/30/00.
cc: Regional Office
Central Office Page Number 1
' e
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Sterling Webster
000699
2. LOCATION OF PROJECT SITE: Lots 1,2 D and E on Swan View Shores Drive (SR1218),
Swan View Shores Subdivision, Colington Island, Dare County. The property is the only
developed site accessed at the end of Swan View Drive.
Photo Index - 1995: Not Available 1989: 1 45-1 F 10, G 11 & 12, H 12 1984: 137 498 E 13 & F 14
State Plane Coordinates - X: 2976 200 Y: 833 000
Planned - N/A
(F) Type of Structures: Existing - Dwelling, trailer, driveways and septic system
Planned - Riprap shoreline and a pier with a gazebo
(G) Estimated Annual Rate of Erosion: 2'-0-
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED W A DF
3. INVESTIGATION TYPE: CAMA Dredge/ Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - May 11, 2000
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete - May 1. 2000
Office - Elizabeth Citv
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Clasiification From LUP - Conservation
(B) AEC(s) Involved: Coastal Wetlands, Estuarine Shoreline, Estuarine Water
and Public Trust
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Sewer
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands Shallow Bottom and Estuarine Water and
Estuarine Water: 246 s.f. Public Trust Water:
1,470 s.f.
(C) Other High Ground: 820 s.f. High Ground: 192 s.f.
(D) Total Area Disturbed: 2,728 s.f. (.06 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
Sterling Webster IV
May 19, 2000
Page 2
8. PROJECT SUMMARY: The applicant proposes to: 1) place riprap along 338 linear feet of
shoreline. Approximately 215' will be landward of normal water level and 123' will be placed a
maximum of two feet waterward of normal water level, 2) construct a 6' x 10' walkway to a 6' x
200' pier, and a 426 square foot platform with a 120 square foot screened gazebo, and, 3) construct
a 182 square foot "walkover" deck over the riprap, landward of normal water level.
PROJECT SETTING
The applicant's property is in Swan View Shores Subdivision at the end of Swan View Drive
(SR1219), Colington Island in Dare County, adjacent to the Roanoke Sound. The property consists of four
lots totaling approximately 5.2 acres with an elevation three and five feet above normal water level
(NWL). Structures on the properties inchide a dwelling, a trailer, an access drive with parking, and septic
systems. All developed areas are landward of the Estuarine Shoreline Area of Environmental Concern
(AEC).
Located to west of Mr. Webster's property are two vacant, wooded lots, owned by George and
Merry Mendelson. To the east of the applicant's property is a large wooded lot with a dwelling. All of
the adjacent properties have natural unprotected shorelines. The Mendelson's have also submitted an
application to place riprap along their shoreline for erosion control. On site inspection of the properties
in question have revealed evidence of erosion. Along the west side of the Webster properties, and
extending into the Mendelson properties, are approximately 19.350 square feet of delineated Coastal
Wetlands and a large section of 404 wetiands. The dominant vegetation found in the wetland areas
includes, but is not limited to, big cordgrass (Sparrina cynosuroides) and common reed (Phragmires
ausrralis). The Coastal Wetland area has evidence of damage to the vegetation from the severe storm
events during the previous year, but is also showing sighs of recovery. However, a sandy berm has
formed along the shoreline at the waterward edge of the Coastal Wetlands, diminishing the hydrological
connection between the wetland area and the Roanoke Sound, resulting in a marginal connection. A
second area of Coastal Wetlands, approximately 1,278 square feet in size, exists along the southeast corner
of the applicant's property adjacent to the sound. Vegetation in this area includes big cord grass (Sparrina
cynosuroides), salt meadow grass (Spanina patens), black needle-rush (Juncus roemerianus), and smooth
cordgrass (Spartina altern#Zora). Upland vegetation includes, but is not limited to, bald cypress
(Tircodium dutichum), flowering dogwood (Cornus Honda), live oak (Quercus virginica), loblolly pine
(Pines raeda), and wax myrtle OMy ca cerifera).
The applicant's shoreline forms a gently sloping sandy beach littered with fallen trees and stumps.
Water depths adjacent to the project site are shallow reaching a depth of only two feet below normal water
level at a distance of 200' offshore. While no submerged aquatic vegetation was found in the adjacent
waters, they are historically found in this area of the Sound.
Roanoke Sound and its tributaries (in this area) are classified as joint waters by agreement between
the Marine Fisheries Commission and Wildlife Resource Commission. The Division of Environmental
Management's water quality classification for Currituck Sound is SB (swimming). Review of available
information indicates that there are no known archeological sites or significant geological formations
associated with the applicant's property.
Sterling Webster 1V
May 19, 2000
Page 2
PROJECT DESCRIPTION
The applicant, Sterling Webster, proposes to undertake the following development: 1) Riprap 338' of
shoreline, placing 130' along the shoreline 3' to 10' landward of NWL (extending it from the western
corner in a southeasterly direction). The riprap alignment will have a five-foot base and have a maximum
height of one foot. From the point where the 130' section of riprap ends, the alignment will run along the
waterward edge of NWL and extend along 123' of shoreline. Riprap in this area will have a two-foot base
with a height of one foot. Water depths along this alignment are approximately six inches on the
waterward side of the riprap. The alignment in this section will extend along the waterward edge of a
19,350 square foot Coastal Wetland, and will extend approximately six inches above NWL. The
remaining 85' of the alignment will be placed landward of NWL and a small 1.278 square foot Coastal
Wetland. 2) The applicant also proposes to construct a walkway, pier, and a platform with gazebo. Ten
feet will be over land and 200' will be waterward of NWL. The pier will be six feet wide and terminate
at a platform and screened gazebo. The platform and gazebo will he 426 square feet and the pier will be
1.044 square feet for a total of 1.470 square feet (including two sets of stairs going into the water). No
boat slips or mooring pilings are proposed in conjunction with the pier. According to the application
narrative the pier will maintain a setback of 50' from the adjacent riparian properties. However, field
measurements indicate that the pier will be within 25' of the eastern most riparian line. 3) The final
activity being proposed is a 182 square foot deck/ walkover, across the landward riprap alignment, on the
eastern end of the property. The walkover will be completely landward of NWL.
ANTICIPATED LNIPACTS
• The proposed riprap alignment will result in the placement of approximately 24 cubic yards of
rock concrete. and fill 820 square feet of high ground.
• The deck crossing the riprap will shade 132 square feet of high ground (Not including the 50 square
feet already covered by the riprap).
• The 6' x 10' walkway accessing the pier will shade 60 square feet of high ground.
• Placement of riprap wateivred of normal water level will result in the placement of approximately
9 cubic yards of rock/concrete, and fill 246 square feet of shallow water bottom and Estuarine
Water.
• The pier, deck and gazebo will shade 1,470 square feet of Estuarine Water and Public Trust Water.
• Temporary turbidity will occur during installation and construction of the pier and the riprap
pilings.
• placement of the riprap structure should slow the rate of erosion along the applicant's property.
• Placement of the riprap waterward of the Coastal Wetland has the potential of cutting off the
hydrological connection to a section of marginal Coastal Wetlands.
Submitted By: Lynn Mathis
Date: May 19, 2000
PROJECT NARRATIVE
WEBSTER - Colington, Dare County
%:,:? ntokc
The proposed project is located on Bid-Bay, Albeffwle Sound, Dare County, North
Carolina. Subject property known as Parcels 1, 2, D and E. The project entails construction of a
rock rip rap structure along the shoreline, not exceeding two feet waterward of the NWL, a
6'x 200' wooden pier with a 20'x 20' platform including a screened gazebo on the end, a 6'x 10'
deck on the east side of the gazebo with a pair of steps leading into the water on both sides of the
deck (see attached plat), a 6'x 12' wooden walkover with a 6'x 10' platform constructed over a
section of rock rip rap, to access the beach.
Rock rip rap will be trucked in and hand placed along the edge of the shoreline of Parcel 1, 2 and
the south end of Parcel D, totaling 208 linear feet. The width of the rock rip rap for 208 linear
feet will be at a maximum of two feet waterward of the NWL. For the remaining (130') portion
of Parcel D. rock rip rap is proposed to be constructed landward of the NWL (approx. 3 to 10
feet landward of the NWL) and at a width of (5) five feet for 130 linear feet. A wooden
walkover is proposed to be constructed over a portion of the rock np rap to allow the owner
access over the rip rap and onto the beach. The wooden walk over is proposed landward of the
NWL.
Total linear feet of rock rip rap proposed is 338 feet. Filter cloth will be placed at the base of the
rock rip rap. Total square footage of disturbance within the estuarine shoreline proposed is
1.25 8 square feet (includes rock rip rap 208 x 2 = 416 sq ft, 130 x 5 = 650 sq ft, walkover 132 sq
f ; boardwalk = 60 sq ft.: Totaling 1.258 square feet of disturbance with in the estuarine
shoreline). The water depth at the end of the pier is -2.0 feet.
The purpose of the proposed construction is to prevent further storm erosion to the property
owner's shoreline and allow him to obtain access to the beach and Albemarle Sound.
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
b. City, town, community or landmark
Colington Island
c. Street address or secondary road number
Swan View Drive
Name Sterling Webster, IV
Address P.O. Box 2716
City Kill Devil Hills State NC
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. riVer,
creek, sound. bay) Albemarle SoundBuzzard Bay
Zip 27948 Day Phone [phone]
Fax [phone]
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Environmental Professionals. Inc.
Address PO Box 3368
City Kill Devil Hills State NC
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Shoreline stabilization usine tack rip ran: constrvct-
ing_a 200' wooden pier with a gazebo, a deck w,
steps and a wooden walkover
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) Webster
EPI #96-183
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. Is the proposed activity maintenance of an existing
project, new work or both? new
c. Will the project be for public, private or commercial
use? private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. The riparian land owner has proposed to
construct rock rip rap to arm his shoreline to vrevent
further storm erosion to his shoreline. Rock rip rap
will be trucked in and hand vlaced along the eroding
shoreline, The owner also provoses to construct a
wooden pier, screened Gazebo and walk-over to
access the Albemarle Sound. The pier and walk-over
will be constructed using a hydraulic pump and hand
tools.
n ....i..-.i wi ine
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract +/- 5.2 acres
b. Size of individual lot(s) 0.04 ac/ 0.2 ac/ 1.1 ac/
3.9 ac
Approximate elevation of tract above MHW or NWL _
3' 7'
d. Soil type(s) and texture(s) of tract
Fnw fine sand - Conabv muck-- Currituck muckv
peat
e. Vegetation on tract Ouercus vireiniana. Pinus taeda.
Taxodium distichum. Phragmites australis
yivnca cerifera. Cornus Honda. Juncus roemenanus
f. 'Man-made features now on tract two-story residence,
and septic tank svswm
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation
Developed
Rural
h. How is the tract zoned by local government?
Single-familv residential
X Transitional
_ Community
Other
Yes X No
Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404 wetlands
If yes, has a delineation been conducted? ves
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
On-site septic svstem
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff. sanitary
wastewater, industrial/commercial effluent. "wash
down" and residential discharges.) None
o. Describe existing drinking water supply source.
County water
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j•
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
Revised 03/95
Form DCM-MP-1
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advisers that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form. the applicant
further certifies that such notice has been provided.
Name George J. Mendelson
Address 4612 Sunflower Drive
Phone Rockville. MD 20853
Name Kenneth Hagood
Address P.O. Box 821
Phone Nags Head, NC 27959
• A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a mariner consistent with such program
I certify that I am authorized to grant. and do in fact. grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the I T day of r . 2( ?.
Print Name Sterling Webster, IV
Signa Z - ate
Landowner or Authomed Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
A __.._J A9 MP
Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width - Depth Depth
Access
channel
(MLW) c
tNWi.)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)

N/A I

N/A

N/A
N/A
NIA
208'
130' 2'
5'
N/A
N/A
N/A
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes No N/A
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No N/A
If yes, where? N/A
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 338' (130' of the 338' is proposed
to be located landward of the NWL)
c. Average distance waterward of MHW or NW L
2 feet
d. Maximum distance waterward of MHW or NWL
2 feet
e. Shoreline erosion during preceding 12 months
'1
(Source of Personal communique
information/ w/applicant
f. Type of bulkhead or riprap material
Rock
g. Amount of fill in cubic vards to be placed below
water level
(1) Riprap 25 cubic vards
(2) Bulkhead fill N/A
h. Type of fill material Rock rip rap
I. Source of fill material commercial
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? N/A
Yes No N/A
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Rip rap only size
sufficient to prevent shoreline erosion by wave
energy
b. What type of construction equipment will be
used (for example, drag line, backhoe, or
hydraulic dredge)?
Trucked in and hand placed
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Webster EPI# 96-183
A scant or Project Namc
sipattm
4-4-00
Date
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Private J? Community
(2) Number 1
(3) Length 200'
(4) Width 6'
(5) Finger Piers _ Yes X No NIA
(i) Number
(ii) Length
(iii) Width
(6) Platformis) X Yes - No
(i) Number 1
(ii) Length 6 feet
(iii) Width 10 feet
(7) Number of slips proposed NIA
(8) Proximity of structure to adjacent npanan property
lines 250 feet
(9) Width of water body >3 miles
(10) Water depth at waterward end of pier at MLW or
NV#7 . 2.0 feet
b. Boathouse (including covered Iifis) N/A
(1) Commercial Private
(2) Length
(3) Width
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length
d. Breakwater (e.g. wood, sheetpile, etc.) Rock Rip Rap
(1) Length 338 feet
(2) Average distance from MEW, NWL, or
wetlands 2 - 5 feet (130' of the 338' will be 5
feet wide and located 3 to 10 feet
landward of the NWL)
(3) Maximum distance beyond NEW, NWL or
wetlands 2 - 5 feet
Mooring buoys N/A
(1) Commercial Private _ Community
(2) Number
(3) Description of buoy (Color, inscription, size, anchor, etc.
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
Mooring structure (boatlift mooring pilings, etc.) N/A
(1) Commercial Commumty Priva
(2) Number
(3) Length
(4) Width
g. Other (Give comp/ae de%mpaoa)
Gazebo - woodem screened gazebo is proposed to be
constructed at the end of the pier. with 4 foot decking
(walkwav) constructed around the gazebo wra set of
3'x 4' steps leading to the water from the 6'x 10' deck
attached to the gazebo (see attached platidetail plat)
Sterling & Jane Webster EPI #96-183
(Applicant of Project (Name
(?
Signature
4-(4-00
Date
Revised 03/95

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DIVISION OF COASTAL MANAGEMENT'S
FIELD IN7NTSTIGATION REPORT
'?vrr/nt}ar?b,
1. APPLICANT'S NAME: Sterling Webster
2. LOCATION OF PROJECT SITE: Lots 1,2 D and E on Swan View Shores Drive (SR1218),
Swan View Shores Subdivision. Colington Island, Dare County. The property is the only
developed site accessed at the end of Swan View Drive.
Photo Index - 1995: Not Available 1989: 145-1 F10, G II & 12, H12 1984: 137 498 E13 & F14
State Plane Coordinates - X: 2976 200 Y: 833 000
3. INVESTIGATION TYPE: CAMA Dredge/ Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - May 11. 2000
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete - May 1. 2000
Office - Elizabeth City_
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Coastal Wetlands. Estuarine Shoreline. Estuarine Water
and Public Trust
(C) Water Dependent: Yes
(D) Intended Use: Prirate
(E) Wastewater Treatment: Existing - Sewer
Planned - N/A
(F) Type of Structures: Existing - Dwelling. trailer, driveways and septic system
Planned - Riprap shoreline and a pier with a gazebo
(G) Estimated Atunmi Rate of Erosion: 2'-0"
Source - Applicant
7.. HABITAT DESCRIPTION: [AREA]
T)RFT)C:FT? MT I Fr)
C L7 ? TT r!
(A) Vegetated Wetlands I I 1 7
(B) Non-Vegetated Wetlands Shallow Bottom and Estuarine Water and
Estuarine Water: 246 s.f. Public Trust Water:
1.470 s . f.
(C) Other High Ground: 820 s.f. Hi;h Ground: 192 s.f.
(D) Total Area Disturbed: 2,728 s.f. (.06 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
Sterling Webster IV
May 19, 2000
Page 2
8. PROJECT SUMMARY: The applicant proposes to: 1) place riprap along 338 linear feet of
shoreline. Approximately 215' will be landward of normal water level and 123' will be placed a
maximum of two feet waterward of normal water level, 2) construct a 6' x 10' walkway to a 6' x
200' pier, and a 426 square foot platform with a 120 square foot screened gazebo, and, 3) construct
a 182 square foot "walkover" deck over the riprap, landward of normal water level.
PROJECT SETTING
The applicant's property is in Swan View Shores Subdivision at the end of Swan View Drive
(SR1219), Colington Island in Dare County. adjacent to the Roanoke Sound. The property consists of four
lots totaling approximately 5.2 acres with an elevation three and five feet above normal water level
0NWL). Structures on the properties include a dwelling. a trailer, an access drive with parking, and septic
systems. All developed areas are landward of the Estuarine Shoreline Area of Environmental Concrrn
(AEC).
Located to west of ?Mr. Webster's propem• are two vacant. wooded lots, owned by George and
Merry Mendelson. To the east of the applicant's properT is a large wooded lot with a dwelling. All of
the adjacent properties have natural unprotected shorelines. The Mendelson's have also subminrd an
application to place riprap along their shoreline for erosion control. On site inspection of the proper u--s
in question have revealed evidence of erosion. :Tong the west side of the Webster properties. and
extending into the Mendelson properties. are approximately 19.350 square feet of delineated Coastal
Wetlands and a large section of 404 wetlands. The dominant vegetation found in the wetland areas
includes. but is not limit ed to, big cord---ass (Span'= cynosuroiaes) and common reed (Phravrues
ausrraiis). The Coastal Wetland area has evidence of damage to the vegetation from the severe storm
events during the previous year. but is aiso showing signs of recovery. However, a sandy berm has
formed along the shoreline at the %;mterward edge of the Coastal Wetlands, diminishing the hydrological
connection between the wetland area and the Roanoke Sound. resulting in a marginal connection. A
second area of Coastal Wetlands. approximately 1.278 square feet in size, exists along the southeast corner
of the applicant's property adjacent to the sound. Vegetation in this area includes big cord grass (Sparrina
cynosuroides), salt meadow grass (Sparrina parens), black: needle-rush (Iuncus roemerianus), and smooth
cordgrass (Sparrina alrerniflora). Upland vegetation includes, but is not limited to, bald cypress
(Taxodium &srichum), flowering dogwood (Corner florida), live oak (Quercus virginica), loblolly pine
(Pinus raeda), and «ac myrtle afm*ca cerirera).
The applicant's shoreline forms a gently sloping sandy beach littered with fallen trees and stumps.
Water depths adjacent to the project site are shallow reaching a depth of only two feet below normal water
level at a distance of 200' offshore. While no submerged aquatic vegetation was found in the adjacent
waters, they are historically found in this area of the Sound.
Roanoke Sound and its tributaries (in this area) are classified as joint waters by agreement between
the Marine Fisheries Commission and Wildlife Resource Commission. The Division of Environmental
Management's water quality classification for Currituck Sound is SB (swimming). Review of available
information indicates that there are no known archeological sites or significant geological formations
associated with the applicant's property.
Sterling Webster IV
May 19, 2000
Page 2
PROJECT DESCRIPTION
The applicant. Sterling Webster, proposes to undertake the following development: 1) Riprap 338' of
shoreline, placing 130' along the shoreline 3' to 10' landward of NWL (extending it from the western
corner in a southeasterly direction). The riprap alignment will have a five-foot base and have a maximum
height of one foot. From the point where the 130' section of riprap ends, the alignment will run along the
waterward edge of NWL and extend along 123' of shoreline. Riprap in this area will have a two-foot base
with a height of one foot. Water depths along this alignment are approximately six inches on the
waterward side of the riprap. The alignment, in this section will extend along the waterward edge of a
19,350 square foot Coastal Wetland, and will extend approximately six inches above NWL. The
remaining 85' of the alignment will be placed landward of INTWL and a small 1.278 square foot Coastal
Wetland. 2) The applicant also proposes to construct a walkway. pier, and a platform with gazebo. Ten
feet will be (wer land and 200' will be waterward of NWL. The pier will be six feet wide and terminate
at a platform and screened gazebo. The platform and gazebo will be 426 square feet and the pier will br
1.044 square feet for a total of 1.470 square feet unciuding tw•o sets of stairs going into the water No
boat slips or mooring pilings are proposed in conjunction with the pier. according to the appiication
narrative the pier will maintain a setback of 50' from the adiacent riparian properties. However, field
measurements indicate that the pier will be within 25' of the eastern most riparian line. 3) The final
activity being proposed is a 182 square foot de; k:" walkover, across the landward riprap aiignment. on the
eastern end of the property. The walkover will be completely landward of NvWL.
AINTICIPATED LMPACTS
• The proposed riprap aii-arrr??nt w-iil result in the placement of approximately 24 cubic yards of
rock,,concrete. and rill 820 souare few of high around.
• The deck crossing the riprap will shade 132 square feet of high ground (Not including the 50 square
feet already covered by the riprap J.
• The 6' x 10' walkway accessing the pier will shade 60 square feet of high ground.
• Placement of riprap w-arer-.%,ard of normal water level will result in the placement of approximately
9 cubic yards of rock/concrete. and fill 246 square feet of shallow water bottom and Estuarine
Water.
• The pier, deck and gazebo will shade 1.470 square feet of Estuarine Water and Public Trust Water.
Temporary turbidity will occur during installation and construction of the pier and the riprap
pilings.
• placement of the riprap structure should slow the rate of erosion along the applicant's property.
• Placement of the riprap waterward of the Coastal Wetland has the potential of cutting off the
hydrological connection to a section of marginal Coastal Wetlands.
Submitted By: Lynn Mathis
Date: May 19, 2000
PROJECT NARRATIVE
WEBSTER - Colington, Dare County
?';:fl,?GKt
The proposed project is located on B 4$ay, Albewiff! Sound, Dare County, North
Carolina. Subject property known as Parcels 1, 2, D and E. The project entails construction of a
rock rip rap structure along the shoreline, not exceeding two feet waterward of the NWL, a
6'x 200' wooden pier with a 20'x 20' platform including a screened gazebo on the end, a 6'x 10'
deck on the east side of the gazebo with a pair of steps leading into the water on both sides of the
deck (see attached plat), a 6'x 12' wooden walkover with a 6'x 10' platform constructed over a
section of rock rip rap, to access the beach.
Rock rip rap will be trucked in and hand placed along the edge of the shoreline of Parcel 1, 2 and
the south end of Parcel D. totaling 208 linear feet. The width of the rock rip rap for 208 linear
feet will beat a maximum of two feet waterward of the \`WL. For the remaining (130') portion
of Parcel D. rock tip rap is proposed to be constructed landward of the \'WL (approx. 3 to 10
feet landward of the.\-WL) and at z width of (5) five feet for 130 Imi car feet. A wooden
walkover is proposed to be constructed over a portion of :he rock rip rap to allow the owner
access over the rip rap and onto the beach. The wooden walk over is proposed landward of the
NWL.
Total linear feet of rock rip rat? proposed is 338 feet Filter cloth will be placed at the base of tit:
rock rip rap. Total square iootaee of disairbance within the estuarine shoreline proposed is
1?58 square feet (includes rock rip rap 208 x 2 = 416 so :L 130 x 5 = 650 so ft: walkover. 13_' sc
f? boardw-alk = 60 so ft.: Totaling 1.258 square feet of disturbance with m the estuarine
shoreline ). The water depth at the end of the pier is -2.0 fee,-
The purpose of the proposed construction is to prevent further storm erosion to the propert}.
owner's shoreline and allow- him to obtain access to me beach and Albemarle Sound.
Form DCM-NIP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Sterling Webster. IV
Address P.O. Box 2716
City Kill Debi Hills State NC
Zip 279-18 Dav Phone [phone]-
Fax 1;2-u':-1830
b_ authorized Arent:
b. City, town, community or landmark
Colinmon Island
c. Street address or secondary road number
Swan View Drive
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Name of body of water nearest project (e.g. rive-.
creek. sound, bay) Albemarle Sound/Bu=-d Bav
3. DESCRIPTION A-N-D PLANNED USE
OF PROPOSED PROJECT
Name Environmental Professionals. Inc.
Address PO Box 3368
City Kill Dn-il HiIls State NC
Zip 27W Day Phone -LI1-0729
Fax [phone]
c. Project name (if any) Webster
EPI ='96-183
NOTE: Permit will be issued to name of landoxnmst, and-'or
project name.
2. LOCATION OF PROPOSED
PROJECT
List all deveiopment activities you Drowse i r.?.
building a home, moteL marina. bulkhrra. pier. and
excavation and/or tilling activities.
Shore't_inr stabilization usine rock rib ran: con_struct-
ing a 200' wooden vier with a gazebo. a dxic W
steps and a a-ooden walkover
b. Is the proposed activity maintenance of a:-t existir:_
project. new work or both? new
c. Will the project be for public, private or commercial
use? private
d_ Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed. please attach additional
pages. The riparian land owner has proposed to
construct rack rip rap to arm his shoreline to prevent
further storm erosion to his shoreline. Rock rip rap
will be trucked in and hand placed along the eroding
shoreline: The owner also proposes to construct a
wooden pier, screened gazebo and %%alk-over to
access the Albemarle Sound. The vier and walk-over
will be constructed using a hydraulic pump and hand
tools.
a. County Dare
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract -/- 5.2 acres
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404 wetlands
If yes, has a delineation been conducted? ves
(Amach documentation, if available)
b. Size of individual lot(s) 0.04 ac/ 0.2 ac/ 1.1 ac.,
3.9 ac
c. Approximate elevation of tract above NffB or NIVL _
d. Soil type( s) and texture(s) of tract
Fr= fine sand - Conabv muck - Clarltuck MUCKy
heat
Vegetation on tract _Ouercus virgintana. Pinus tams
Taxodium distichum. Phrazimies australis.
Mvnca cenfera. Corpus flonda. 3uncus roemenanus
m. Describe existing wastewater treatment facilities.
On-site septic svstem
n. Describe location and type of discharges to caters of
the state. (For example, surface =011. sarutan,
wastewater. mdustrial/commercial e::tuenL "wash
down" and residential discharges.) None
o. Describe custmg dri k-mL- water suppiy source.
Countv inter
Man-made features now on tract two-story resiamcc.
and. sepnc tank svsmm
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use ptan.)
Conservation X Transitional
Developed _ Community
Rural Other
5. ADDITIONAL INFORINUTION
In addition to the completed application form, the
followinz items must be submitted:
h. How is the tract zoned by local government?
Single-family residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance cenificate. if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An- accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
Revised 03/'95
Form DCM-MP-1
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
cerdfied mail Such landowners must be advised :drat
they have 30 days in which to submit comments on the
proposed project to the Division of Coasiai
Management. Upon signing this form- the apphcant
further certifies that such notice has been provided-
Name George J. Mendelson
Address 4612 Sunflower Drive
Phone Rockville. MD 20853
Name Kenneth Hasood
Address P.O. Box 921
Phone Naes Head. NC 27959
• A list of previous state or federal permits issued for
worn on the project tract. Include permit num'oers.
pc=ttee, and issuing dates.
None
• A check for 5250 made payable to the Department of
Environment, Health, and Natural Resources
(DEIiNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and ,viil be
conducted in a mzriner consistent with such pro ^ .
i certify that I am authorized to grant. and do m :ac:., grant
ne.rnission to remrsentatives of state and fedemi -eyrew•
agencies to enter on the aforementioned lands rn
connection with eyaiuanna information rci:trd to
y:mit application and follow-up monitoring of the
:YMICCL
1 furuier certin• that the information provided :n thus
armhcation is trutlifiil to the best of my '0wiedce.
This is the `? day off 200-
Pr iztt Name SteriinQ Webster, IV
Signature A_t__2 ? c?
landowner or Authon=ed Agenr
Please indicate attachments pertaining to your proposed
project
t DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
:VOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCNI -AiP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA 1. EXCAVATION
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application a. Amount of material to be excavated from below
that relate to this proposed project. MHW or \-W L in cubic yards N/A
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
average Fm2l
Existing Protect
Width • Depth Depth
.-access
channel
(MLW)
C\ W-1 )
Canal
Boat
basin
Boat
ramp
Rock
Groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
NiA
A
I
NIA
j I
E

NIA r
208'
130' 2'
5'
N/A
N/A I
N/A
b. Type of material to be excavated N A
c. Does the area to be excavated include coastai
wetlands? ?'es No NA
d. Hiahground excavation in cubic Wards NA
2. DISPOSAL OF EXCAVATED
:NZ4,TERLk.L.
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N:'A
Yes No
If no, attach a letter --ranting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No N/A
If yes, where? N/A
Revised 03/95
Form DCNI-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Lenstlt 338' (130' of the 338' is nronosed
to be located landward of the NM- L)
c. Average distance waterward of NUiW or \-'AZ.
feet
d. Maximum distance waterward of MHNV or \'W1
.2 feet
e. Shoreline erosion during preceding 12 months
(Source or" Personal communique
ullormanonl w,armhcant
f Type of bulkhead or riprap material
Rack
g. Amount of fill in cubic vards to be placed below
water level
(1) Riprap 25 cubic yards
(2) Bulkhead fill N/A
h. Type of fill material Rock rip ran
I. Source of fill material commercial
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? N/A
Yes No N/A
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area NIA
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh). SAVs or other wetlands? N/A
Yes Y No
GENERAL
a. How NVill excavated till material be kept on sit--
and erosion controiled? Rin ran only size
sufficient to prevent shoreline erosion by «aye
energy
b. What type of construction equipment will be
used (for exampie-dra-adne. backhoe• or
hydraulic dredae??
Trucked in and hand placed
Will wetlands be crossed in transporting
equipment? ?'es X No
If ves. explain steps that will be taken to lessen
environmental impacts.
Webster EPI= 96-183
A cant or Pmjeet Narm
sigatttrc
4- 4-- Co
Date
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Are2s)
Attach this form to Joint Application for CAM_4 Major Permit, e
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial
('_) dumber I
(3) Length 200'
(-I ,j Width 6'
(:: Finger Piers Yes X No N/A
i) Number
ii) Len---Eh
(iii) Width
(61 Platforms s) X Yes No
(i) Number
(ii) Length 6 feet
t iii) Width 10 feet
(7; Number of slips proposed N!A
(8) Proximity of structure to adjacent rmanan proper n
imes »0 fee,
(91 Width of tat.-s body >_ tniies
(10i Water depm at,%2tcrward end of pier ai \ILW or
\-V"'L 10 feet
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood. sheetpile, etc.) N/A
(1) Number
(2 ) Length
d. Break--water (e.g. wood, sheetpile, etc.) Rock Rip Rap
(1) Length 338 feet
(2) Average distance from MI-1W, NWL. or
wetlands 2 -5 feet (130' of the 338' will be
feet wide and located 3 to 10 feet
landward of the NWL)
(3) Maximum distance beyond Nf W, NWL or
wetlands 2 - 5 feet
Private X Community -
Mooring buoys N/A
(1) Commercial Private Communitv
(_') Number - - -
(3) Description of buoy (Color. inscription. size. anchor. etc.
(4) width of water body
e:) Distance buovts) to be aiaced beyond shoreline
f. Moorng struc:u--c tboadift, moorinc -.Hines. etc.) NiA
t I) Comm--rctal Comaunir:
(2) Number
t ? ) . enzth
Other (Gnr cwsmr c Ctsm.Dnor.,
Gazebo - wooden, screened gazebo s vronosed to be
:Onstruc!C^ aI the end of The vie-- -ith 1 foot deckmz
v?aIluav? constricted around the zazebo u""a set o
X 4' sL^?s leaning to the n2tm =om the 0 X 10* deck
attached to the gazebo I see attaChea DSaL'dctail Diat )
Sterlint; &-Jane Webster EPI =96- i S3
Applicant of Project Name
n- N-p
signature
Date
Revised 03/95
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Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
L U, OVA
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638