20021786 Ver 1_COMPLETE FILE_20021108

IN REPLY REFER TO
Regulatory Division
Action ID No. 200310097
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:

JAN 1 6 2003
wJI A
..YATER (Mf°. 01_
Reference the application of Alan Mahanes for a Department of the Army permit to place
riprap material and construct a pier and a breakwater, on property located off Old Landing
Road, adjacent to the Pamlico Sound, in Frisco, 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 temporary placement or double handling of excavated or fill materials
within waters or vegetated wetlands are not authorized.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
January 10, 2003
4. 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.
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5,,,The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The permittee is not relieved
of this requirement if he abandons the permitted activity without having it transferred
to a third party.
6. The authorized structure and associated activity will not cause an unacceptable
interference with navigation.
7. The activity will be conducted in such a manner as to prevent a significant increase
in turbidity outside the area of construction or construction-related discharge. Increases
such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout
waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's
or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout
waters, are not considered significant.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
v'L, , Y""'
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
MY John Dorney
ater Quality Section
ivision of Environmental Management
North Carolina Department of Environment
And Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
-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. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
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
F \ NA TF Michael F. Easley, Governor
9 William G. Ross Jr., Secretary
\OC? QG North Carolina Department of Environment and Natural Resources
C? Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. Alan Mahanes
7913 W. Azalea Garden Rd.
Norfolk, VA, 23518
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Mahanes:
November 18, 2002
DWQ# 02-1786
Dare County
You have our approval, in accordance with the attached conditions, to place fill in 0.14 acre of Public Trust/Estuarine Waters and
to shade 0.034 acre of Public Trust/Estuarine Waters and Coastal Wetlands in order to construct a pier with two boat slips along with
shoreline stabilization measures on Lots 1 and 2 of the Mullen Haskett Subdivision in Dare County, as described in your application
received by the Division of Water Quality on November 8, 2002. After reviewing your application, we have determined that this fill is
covered by General Water Quality Certification Number 3371, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when issued by the NC Division of Coastal
Management. 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, Non-Discharge, Water Supply Watershed and U.S. Coast Guard regulations. Also this approval
will expire when the accompanying 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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the 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 and the additional conditions
listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed;
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
Sincerely,
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Quible & Associates, P.O. Drawer 870, Kitty Hawk, NC, 27949
40 P. E.
021786
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. #a
Customer Service
1 800 623-7748
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
November 6, 2002
MEMORANDUM:
T/?.
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SUBJECT:
Applicant:
Project Location:
Proposed Project:
021786
Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
MOV
SF TroN
CAMA/DREDGE & FILL Permit Application Review
Alan Mahanes
Lots 1 & 2 Mullen Haskett S/D off Old Landing Road in Frisco, Dare County
Construct a 150' pier with 2 slips and 765' of shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by November 27, 2002. If you have any questions regarding the proposed project, please
contact Dennis W. Hawthorn at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: ` This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
}
sIcncn
DATE p?
\,_) 1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: hfp://dcm2.enr.state.nc.us
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

f\ L, A K-) ' AA-V
DCM %
Development Type FEE (14300 1601435100093 1625
1. Private, non-commercial 100%(S250)
development that does not involve S250
the filling or excavation of any
wetlands or open water areas:
II, public or commercial development
that does not involve the filling or $400
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B, C, or D
below applies:
ill(A). For private, non-commercial
development, It General water Quality $250
Certification No.3301 (see attached)
can be applied:

III(S): For public or commercial
development, if General water Quality $400
Certification No.3301 (see attached)
can be applied:

{ III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
c determined that additional review and S400
{ written DWQ concurrence is needed
`because of concerns related to water
quality or aquatic Ilfe:
III(D). If General Water Quality

Certification No. 3301 (see attached) 5400
can not be applied:

IV. For development that involves
the filling andlor excavation of more S-475
than one acre of wetlands and/or
open water areas:
100% (5400)
100%($250)
100%($400)
60% (5240)
60% (5240)
Go%. (5265)
DWQ %
(24300 1602 43510
0% (SO)
0% (SO)
0% (SO)
0% (SO)
40% (S 160)
40% (5160)
40% (S190)

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DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Alan Mahanes
2 LOCATION OF PROJECT SITE: Lots 1 & 2 Mullen Haskett Division, easement off of Old Landing
Road, Frisco, Dare Co., Pamlico Sound front & man-made canal & basin
Photo Index - 2000: 172-2018, N 15; 1995: 172-1762, N 11
State Plane Coordinates, X: 3012200 Y: 564800, Buxton Quad; GPS: C102314A
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - September 4 &13, 2002
Was Applicant Present - Yes (Agent); No
5. PROCESSING PROCEDURE: Application Received Complete - October 14, 2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline, Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none; Planned - none at this time, but eventually 1-2 SFD
(F) Type of Structures: Existing -2 vacant lots with approx. 800-1f of various shoreline stabilization;
Planned - 150-ft pier with 2 slips, 765-1f of rip-rap shoreline stabilization along existing
bulkhead & other stabilization structures.
(G) Estimated Annual Rate of Erosion: 1.0 ft.
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
FYC A v A TF D FIT.I .FD SHADING
(A) Coastal Wetlands 180-sf (.004A)
(B) Public Trust/Estuarine
Waters 6,200-sf (.14 A) 1,140-sf (.03 A)
(C) Upland / Estuarine Shoreline
(D) Total Area Disturbed: 6,200-sf (.14 A)
(E) Primary Nursery Area: No
(F) Water Classification: SA; closed to shellfish harvest
8. PROJECT SUMMARY: This project involves the construction of a 150-ft pier with 2 slips, and 765 linear
feet of riprap and breakwater shoreline stabilization in the village of Frisco, Dare County.

Alan Mahanes, Dare County
FIELD INVESTIGATION REPORT
Page 2
Project Setting
The application site consists of two lots located along the Pamlico Sound front and a man-made
canal and basin. The lots are deed-recorded as the Mullen Haskett Subdivision. This property is
located between the Pamlico Sound front, and a man-made canal and basin that connect to the
Pamlico Sound. This property is at the end of an easement, off of Old Landing Road in the
Village of Frisco, in Dare County. This easement extends across an existing 12-ft wide, pile-
supported bridge that crosses a small coastal creek and drainage waterway that flows south
between the sound and NC 12 through much of the Frisco area. The bridge provides the only
pedestrian and vehicular access to the property, and is elevated 2 to 3 feet above the creek water
level. These lots total 81,401-sf, with a combined sound and canal frontage shoreline of over 800
linear feet. This property is owned by Alan W. Mahanes of Virginia Beach, Virginia. Since the
Mahanes property is surrounded on three sides by water, the application site has only one adjacent
riparian neighbor. The adjacent riparian property is owned by J.E.R.A. Associates. The shoreline
of this adjacent property is natural with no conventional stabilization structures.
The application site has a reported elevation of 3.5-ft above the MHWL. Site visits found that the
lot elevation is greatest along the portions of the property adjacent to the sound and the canal, and
is probably due to sound water deposition, and the original canal/basin excavation. The center
vicinity of the property may be as much as 2-ft lower than these areas along the sound and canal
frontage. The soils on this lot are sandy with more organic-hydric type soils located directly
adjacent to the shoreline. A very thin layer of organic deposition is also present in areas where
tropical storm tides have resulted in flooding as well as in portions of the lot near the center of the
property.
This property is vegetated in Spartina patens, Spartina alterniflora, Distichlis spicata, Borrichia
frutescens, Solidago spp., Iva frutescens, Myrica cerifera, Juniperus virginianna, Quercus
virginiana, Ilex vomitoria, Yucca spp., Juncus roemerianus, Hydrocotyle bonariensis, Salicornia
virginica, Phragmites spp., Sabal palmetto, Smilax spp., and Typha spp. It is also noted that some
areas significantly waterward of the MHWL (20 to 30 ft) are vegetated with a less common
Spartina alterniflora variety that is typically found above the MHWL. The area directly adjacent to
the shoreline is vegetated in a 20 to 30-ft foot wide coastal wetland fringe of primarily Spartina
alterniflora, Spartina patens, Borrichia frutescens, and Salicornia virginica. This area also includes
Iva frutescens, and the above referenced less common Spartina alterniflora variety. Long term
over wash has created an estuarine dune along much of the sound frontage. The center of the
property is mostly vegetated in Myrica, Quercus, Spartina patens, Borrichia frutescens, Yucca,
Hydrocotyle, and Solidago spp. Some Distichlis spicata was also present in this area. The adjacent
riparian property is significantly lower in elevation, and much of this property is coastal marsh.
Except for an approximate 40-ft section of canal/basin frontage beside the bridge, the entrance
canal and basin is bulkheaded. Significant portions of this bulkhead need backfill, filter fabric,
and/or sheathing/tieback alignment maintenance or replacement. Except for approximately a 25-ft
Alan Mahanes, Dare County
FIELD INVESTIGATION REPORT
Page 3
segment of shoreline, adjacent to the J.E.R.A. Associates property, the sound front is partially
stabilized with a series of large, inverted concrete culverts that act as a breakwater. These culverts
extend vertically about 3-ft above the MHWL, and are about 26-inches in diameter. They are
positioned near the MHWL along the center of the alignment, but are between 10 and 20-ft
waterward of the shoreline along the northwest and southwest corners of the shoreline.
In these areas, the culvert structures stand in less than 1-ft of water, and evidence of shoreline
erosion exists between these structures and the shoreline. The application states that less than 1-ft
of erosion has occurred within the last year.
Water depths, 10 to 150-ft off shore, vary between 2 and 2.5 feet below the MHWL. There are
presently no sound front pier structures within the line of sight of this property. The canal width
varies between 100-ft at the canal opening and 70-ft at the interior basin area. The canal water
depth ranges between 2.5 and 6 feet. A small mooring area is located in the basin adjacent to the
bridge, with three 12 feet by 2 feet finger piers, providing 2 slips.
The canal bottom consists of predominately sand with little organic material. No significant areas
of submerged aquatic vegetation were observed along the shoreline during the application site
visit. The waters of this canal carry the same water classification as the Pamlico Sound. The
North Carolina Environmental Management Commission has designated these waters as `SA'
waters (suitable for shellfish propagation and harvesting); however, the waters in this vicinity are
closed to the commercial harvest of shellfish. During the site visit, no shellfish were observed
along the water bottom in the vicinity of this project. Juvenile finfish were observed in waters
along the shoreline.
The Coastal Resources Commission (CRC) has also designated these waters as Public Trust Area
and Estuarine Water Areas of Environmental Concern (AEC). In addition, under the designation
of the CRC, the Estuarine Shoreline AEC extends in a contour of 75 ft landward of the MHWL.
The CRC has also designated coastal wetland vegetated areas, like those described above, as a
Coastal Wetland AEC. The North Carolina Marine Fisheries and Wildlife Resources Commissions
classify the waters of the Pamlico Sound as Coastal Waters.
Project Description
The applicant proposes to construct a 150-ft pier with 2 slips, and 765-ft of riprap and breakwater-
type shoreline stabilization work. This work will be in front of an existing canal/basin bulkhead,
and concrete culvert breakwater structure that is located along the sound-front portion of the
property.
The pier will commence from high ground, be elevated 3-ft above the coastal wetland fringe, and
extend 150-ft waterward into the Pamlico Sound. The pier will extend perpendicular from the
shoreline, and the slip boundaries will be at least 50-ft north of the adjacent riparian neighbor's
property line. The structure will be 6-ft wide, be elevated over the existing concrete culvert
Alan Mahanes, Dare County
FIELD INVESTIGATION REPORT
Page 4
breakwater structure, and will be a total length of 180-ft. A 28-ft by 6-ft pier `T-head' will be
located at the waterward end of the pier. A 12-ft by 3-ft finger pier will be located on each side of
the pier, on the landward side of the `T-head', and will provide two 15-ft by 20-ft (approximate)
boat slips. Each slip will have 2 tie-off mooring pilings placed about 10-ft beyond the `T-head'-
finger pier configuration. Existing water depths in this vicinity are 2.5-ft below the MHWL. No
open-sound or canal/basin water bottom excavation is associated with this application.
The proposed shoreline stabilization work includes maintenance of the existing wooden bulkhead,
and the placement of an 8-ft wide, riprap revetment, waterward of this bulkhead. This riprap work
will be conducted along 520-ft of the canal and basin shoreline, and will use a combination of
broken concrete and granite. The rock material will be placed about 8-ft waterward of the existing
bulkhead, at about a 2 to 1 slope, and will extend about 1-ft above the MHWL.
The breakwater work will consist of filling each culvert with rock material, and also placing riprap
material along the landward side of the entire 245-ft culvert-breakwater alignment. This material
will extend landward approximately 6-ft along the entire length of the breakwater. Along about 80
to 90 linear feet of the alignment, this material will extend to the waterward edge of the existing
wetland fringe along the natural shoreline. The rock material behind the culverts will be placed at
a greater than 2 to 1 slope.
This work also includes the placement of rock material along approximately 80 to 90 linear feet of
the culvert-breakwater, waterward of the breakwater alignment. This material will be placed about
2-ft waterward of the culverts, at about a 1 to 1 slope.
An opening will be provided every 100-1f along the breakwater structure to allow the migration of
coastal resources between the open sound waters and those waters and wetlands landward of the
breakwater. Rock material will not extend above the MHW level on the waterward side of the
breakwater structure.
Anticipated Impacts
The proposed pier and slip configuration will shade 1,140-sf. The slip creation will not result in
any water bottom excavation. The walkway portion of the pier structure will be elevated 3-ft above
the wetland substrate, and will shade about 180-sf of wetland area. The proposed pier and slip
configuration will not interfere with any adjacent or public trust access or navigation.
The proposed riprap along the existing canal and basin bulkhead alignment will result in the
placement of material over approximately 4,160-sf of public trust water bottom. This structure
will support the existing bulkhead, and will provide long-term stabilization of this shoreline. The
canal and basin widths are wide enough that the 8-ft wide riprap footprint will not interfere with
navigation in these man-made waters.
Alan Mahanes, Dare County
FIELD INVESTIGATION REPORT
Page 5
The proposed rock placement along the existing culvert breakwater alignment will result in the loss
of approximately 3,185-sf of shallow, estuarine water habitat. Approximately one-third of this area
is already occupied with the existing culvert breakwater structure. This placement will not result in
the filling of any wetlands, and will not interfere with any riparian access or navigation within the
existing public trust area waters. The improvements to the existing concrete culvert structure will
bolster the stability of the breakwater, and will reduce the erosion of the existing wetland fringe
that is present on the backside of the existing structure. The applicant has also designed the
breakwater improvements to include an opening every 100-ft to allow for the exchange of coastal
resources behind the breakwater structure.
The proposed shoreline stabilization work will result in a temporary increase in turbidity levels
within adjacent waters. During the placement of rock material along the proposed alignments,
potential does exist for damage to the existing wetland fringe. The application indicates that work
in these areas will be undertaken on mats to minimize these impacts to the existing wetland areas.
Although the proposed rock placement will result in the loss of approximately 6,200-sf of water
bottom, the use of rock material to provide this additional shoreline stabilization will reduce
erosion, and the long-term turbidity associated with shoreline erosion. In addition, the rock
material will provide an increase in surface area underwater habitat.
An inspection of available mapping data on cultural resources revealed that no archaeological or
cultural resource sites have been recorded on the available maps in the close vicinity of this
project. However, the Frisco area of Hatteras Island is known to have a rich heritage of these
types of resources, and these maps have not been updated in at least 10 years. Therefore, potential
still exists for impacts to cultural or historical resources.
Submitted by: Dennis W. Hawthorn
Date: November 4, 2002
MEMORANDUM
TO : Doug Huggett
THROUGH : Ted Sampson
FROM : Dennis W. Hawthorn
DATE : November 4, 2002
SUBJECT Alan Mahanes, Dare County, CAMA Major Permit Recommendations
These recommendations concern an application for development near Frisco on Hatteras Island,
Dare County. This application was originally received on October 3, 2002, and was placed on
hold on October 7, 2002, due to the application and platwork being found to be incomplete. A
complete application was received on October 14, 2002, and a revised plat was received on
October 25, 2002.
The applicant proposes to construct a 150-ft pier with 2 slips, and a total of 765 linear feet of
riprap shoreline stabilization along existing bulkhead areas, and along the concrete culvert
breakwater structure. Of this work 520 feet will be done along the canal/basin areas, while 245
feet of this work will be completed along the shoreline of the Pamlico Sound. Evidence of
shoreline erosion exists along portions of the shoreline behind the existing breakwater structure,
and the existing wooden bulkhead currently needs considerable maintenance work. The proposed
work will result in the loss of approximately 6,200-sf of water bottom. However, this work will
provide significant improvements to these existing structures, and will enhance the habitat areas in
their vicinity. The proposed fill will not result in the loss of any coastal wetland marsh located
along the existing shoreline, and will provide protection to the existing wetland areas. The
proposed rock placement will not interfere with any navigation within public trust or adjacent
riparian access areas.
The proposed pier and slip configuration will provide water access, and vessel mooring for the
property owner. The pier walkway will be sufficiently elevated over all wetland areas, and will not
interfere with navigation or adjacent riparian access.
Hatteras Island is known to be rich in archaeological or cultural resources. An inspection of
cultural resource data revealed that archaeological, or cultural resource sites are not noted on the
available maps. However, Hatteras Island is known to be rich in these types of resources, and
these maps have not been updated in at least 10 years. Therefore, impacts to cultural or historical
resources from this project are possible.
According to standards in the N. C. Administrative Code, Title 15A, Section 7H .0207, shoreline
stabilization structures and piers with mooring facilities are considered water dependent structures,
and their uses have been found to be acceptable within Public Trust Areas. The placement of piers

Doug Huggett
Alan Mahanes, Dare County
November 4, 2002
Page 2
and shoreline stabilization activities has been found to be consistent with the Division's current
buffer rules, 7H .0209 (d)(10)(A).
In regard to these findings, I have no objection to the proposed development so long as the
following conditions and Note are incorporated in the subject permit.
1] Prior to the start of construction, the Permittee shall schedule and coordinate a pre-
construction conference, which will include DCM staff. The approved dock and
riprap alignment locations shall be staked within 30 days prior to the start of
construction, and these alignment locations shall be consistent with the application
platwork dated 10/9/2002 and revised 10/23/2002.
2] No work, structures, excavation, or fill materials will be placed at the work site or in
any waters or wetlands, other than that work indicated on the application platwork
dated and referenced in the above condition, and approved by this permit. The
structure will be constructed consistent with the application platwork, referenced above.
Rock material must be free from debris or pollutants, and obtained from an upland
source. The equipment used to prepare the site and place rock material along the
approved alignment shall utilize appropriate mat material to minimize damage to the
existing wetland areas. Damage to these areas may require restoration, and may be
considered a violation of this permit. No excavation beyond the approved riprap and
breakwater alignments is authorized.
3] To allow for the exchange of coastal resources, sufficient openings shall be provided
along the breakwater structure. These opening locations shall be at least every 100
feet, and locations shall be reviewed prior to the breakwater construction
improvements.
NOTE Any future development on the permittee's property, other than that work
authorized in this permit, may require modification of this permit, or the
issuance of a separate CAMA Permit.
CC Raleigh Bland, US COE
Charles S. Jones, DCM, MHC
Doug Dorman, Quible & Assoc.,
Quible
P
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Quible & Associates 77 '?
l'kf E) P.O.Drawer 870
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. i IOtty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING Phone: [phone]
Fax: [phone]
SINCE 1959 T 14 nn
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PRINCIPALS
Soon C. Boyle, P.E.

-.OA;?'-`,'Y'Al..fvYANY,,GEMENT Joseph S, Lassiter, C.E.P.
Eduardo J.Voldlvleso,P.E.
1 "lli itErH CITY
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. ASSOCIATES
Joseph J. Anlouf, P.E.
David S. Neff
October 11, 2002
Mr. Dennis Hawthorne
NC Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909
Re: Revised Major CAMA Permit Application - Mahanes property - Frisco, NC
Dear Mr. Hawthorne:
The purpose of this correspondence is for Quible and Associates, P.C. to submit to the NC Division of
Coastal Management (DCM) a copy of a Major Coastal Area Management Act (CAMA) Pen-nit
Application. The subject property is two lots that total approximately 81,402 square feet in area and are
owned by Alan Mahanes. The property is located at the end of Old Landing Road adjacent to the Pamlico
Sound in Frisco, Dare County, North Carolina.
The subject property currently has shoreline stabilization around the perimeter of the property. The
shoreline adjacent to the Pamlico Sound is protected by 5 ft long by 4 ft diameter concrete culverts that
have been placed on end along the shoreline to reduce erosion. The remaining shoreline surrounding the
property has been stabilize with 486' of wooden bulkhead and 34' are vertical concrete slabs.
The project proposes to place rip-rap along the existing culverts that currently exist along the shoreline as
well as along the current bulkhead alignment. The existing shoreline on the Pamlico Sound is protected
by concrete culverts placed on end. We are requesting that rip-rap be placed inside these culverts and on
the landward side at a 2:1 slope for additional stabilization. In the areas where the coastal marsh is
directly behind the existing culverts the additional rip-rap will be placed waterward of the culverts to limit
impacts to the existing coastal marsh. The proposed rip-rap will be continued around the perimeter of the
property into the canal and follow the current bulkhead alignment which will strengthen the existing
bulkhead that is beginning to fail. Also proposed are two boat slips at the end of a 6 ft wide pier and tee
head which extends out into the Pamlico Sound 150 ft from Mean High Water. The enclosed site plan
and details accurately depict the location of the existing culverts and wooden bulkhead as well as the rip-
rap being proposed.
The following items have been revised as per comments dated October 7, 2002 by Ted Sampson, and
comments made by Dennis Hawthorne on October 10, 2002:
1. Major CAMA Permit Applications, DCM-MP Forms 1, 2, & 4
2. 8 '/2" x 11" reduction of Site Plan
3. 30 copies full size (18" x 24") Site Plan
4. Fee Check for $400.00 made payable to NCDENR
5. Copies of the letters and return receipts for adjacent property owners
6. Letter from Alan Mahanes authorizing Quible to act as agent.
Thank you for your attention to this information. If following review you have questions or need
additional information prior to our meeting please contact me at 252-261-3300.
Sincerely,
Quible and Associates, P.C.
Douglas A. Dorman
cc: Alan Mahanes
ALFA N W. MnI IANES, DRS

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OCT 14 ?()U2
CITY
791,3 W, Azalu Gorcicn Cad, • Norfolk, VA 23518
239"1 Court i'L.za DV., Sl.litV 104 • Virginia Rvac•h, VA 2:34,
APPLICATION'
OCT 3 2-ooz
(To be completed by all applicants) COAT" ,?GFMENT
i ti CITY
1. APPLICANT
a. Landowner:
c. Street address or secondary road number
lots 1 &2 on Old Landing Rd.
d. Is proposed work within city limits or planning
jurisdiction?
X Yes No
Name Alan Mahanes
Address 7913 W Azalea Garden Rd.
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
City Norfolk State VA
Zip 23518 Day Phone [phone]. DESCRIPTION AND PLANNED USE
Fax N/A OF PROPOSED PROJECT
b. Authorized Agent:
a.
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Name Ouible & Associates. P.C. excavation and/or filling activities.
150 pier and tee head with two boat slips. 765 linear
Address PO Drawer 870 feet of rip-rap over existing culverts and adjacent to
existing bulkhead.
City Kitty Hawk State NC b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
Zip 27949 Day Phone [phone]
c. Will the project be for public, private or commercial
use? Private
Fax [phone]
d. Give a brief description of purpose, use, methods of
c. Project name (if any) Mahanes CAMA Major construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. The existing concrete culverts that act as
NOTE: Permit will be issued in name of landowner(s), and/or shoreline stabalization are to be enhanced with
project name, concrete and Granite rip-rap. Rip-rap will also be
used to reinforce the existing bulkhead that is
begining_to fail. A dock will also be constructed over
2. LOCATION OF PROPOSED the rip-rap shoreline to provide access to the adjacent
PROJECT waters.
7
a. County Dare
OCT 14 ?0r `
b. City, town, community or landmark
Frisco t.l\t=? G EMENT
I'i' CITY
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 81,402 SF ( 1.87AC.)
b. Size of individual lot(s) Lot 143,699 SF
Lot 2 37,733 SF
c. Approximate elevation of tract above MHW or NWL
1 GI
d. Soil type(s) and texture(s) of tract
Duckston fine sand, Psamments
e. Vegetation on tract Juniperus virginiana, Myrica
cerifera Juncus roemeranus, Toxicondendron
radicans Spartina Patens, Spartina alterna ora,
Salicornia europaea, Ouercus virginiana.
f. Man-made features now on tract Bulkheaded
shoreline concrete culverts as shoreline stabalization
along sound side of property. Wooden bridge over
creek.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation X Transitional
-Developed Community
Rural Other
h. How is the tract zoned by local government?
RS1
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract?
If yes, by whom? -
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?
Yes X No
1. Are there wetlands on the site? X Yes _No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
Location of coastal wetland line shown on plat.
(Attach documentation, if available)
Revised 03/95
m. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply available. Existing 2 inch water
line located adjacent to existing easement. See
enclosed plat.
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.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8'/z" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
se poly (SR) numbers, landmarks, and the like.
, F'rm yql y? ;p f7xe e}r,?
OCT 1 4 ion;
OCT O,WAGEMENT
%:1..i<`. .. ;1 CITY O ASTAL M/',' _NT
F L.1ZABf
Form DCM-MP- 1
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name J.E.R.A Associates c/o Jagdish b. Sakaria
Address PO Box 321, Beltsville, MD 20705
Phone N/A
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• 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. pp?mm{???7g?
m
0 C T 1 4 %o?',
E 1 ?1,' _ Ii CITY
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 will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 2"d day of October , 2002.
Print Name Doug Dorman, Ouible & Associates
Signature
A orized Agent for Alan Mahanes
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.
P.

('I
3 10!;)
wiANIAGEIMENT
?,? ?c lhi CITY

;tJi?S1TAZL w1AN"',l, : ,v1 N"f
EI. \BE TI'S (al lY
Revised 03/95
Form DCM-MP-2
:?-' ' V E
OCT 1
EXCAVATION 420??2
•:: COASTAL lalANAGEMENT
ELIZA BE f H CITY O CT AND FILL COAS T,%L IT N?t,AGFMENT
uzAPCrM clTy
(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
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Len th Width Depth Depth
245' 6'-8' 3'
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 (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes X No
NA
d. High ground excavation in cubic yards NA
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?
Yes No NA
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?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes No
Revised 03/95
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 245' breakwater, 520' rip-rap along bulkhead
c. Average distance waterward o MHW1or NWL
d. Maximum distance waterward of MH)M or NWL
e. Shoreline erosion during preceding 12 months
Less than 12"
(Source of information)
f. Type of bulkhead or riprap material concrete and
granite
g. Amount of fill in cubic yards to be placed below water
level
(1) Riprap 570
(2) Bulkhead backfill None
h. Type of fill material Concrete/granite rip-rap
i. Source of fill material Off site demolition work, such
as buildings.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area N/A
(2) Purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? N/A
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Excavator, backhoe
c. Will wetlands be crossed in transporting equipment to
project site? X Yes _ No
If yes, explain steps that will be taken to lessen
environmental impacts. Mats will be placed over
narrow section of coastal marsh to reduce impacts
during the placement of the rip-rap.
Quible & Associates, P.C., Agent for Alan Mahanes
Applicant or Project Name
Signature
October 2, 2002
Date
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
U
OCT 1 4 7fl-
a. Will fill material be brought to site?
Yes X No
CITY
OCT 3 20F"
If yes,
(1) Amount of material to be placed in the water
N/A
(2) Dimensions of fill area N/A
!'v1ANAGPrjcNr
(3) Purpose of fill N/A
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other f. Mooring structure (boatlift, mooring pilings, etc.)
sections of the Joint Application which relate to this (1) Commercial -Community X Private
proposed project. s
(
16
3) Length
a. Dock(s) and/or Pier(s) (4) Width 1011
Commercial -Community X Private
(1)
_
(2) Number 1 g. Other (Give complete description)
(3) Length 180' 4r-L IbC?S lo-Pr I ck Qb-r
(4) Width 6' WAL"A^F tJl-2
(5) Finger Piers X Yes No CUAsv
(i) Number 2
(ii) Length 12' ?FQ.i?rJ
(iii) Width 3' max
(6) Platform(s) X Yes _ No
(i) Number 1
(ii) Length 28' Doug Dorman, Quible & Associates
(iii) Width 6' Applicant or Authorized Agent
(7) Number of slips proposed 2
(8) Proximity of structure to adjacent riparian signat
property lines 73'
(9) Width of water body Pamlico Sound October 2, 2002

(10) Water depth at waterward end of pier at MLW Date
or NWL 2.5' avg.'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length See MP-2 for rock breakwater ,
(2) Average distance from MHW, NWL or "va
wetlands
(3) Maximum distance beyond MHW, NWL or
CC T 1 4
wetlands
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(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
COAS
T,A;. N101GEMCNT
EU I-1 CITY

0CT 3 20

Revised 03/95
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Quible,
Qulble & Associates, P.C. P.O. Drawer 870
IOfty Ho", NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING Phone: [phone]
Fax: [phone]
SINCE 1959
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
August 20, 2002
J.E.R.A Associates
c/o Jagdish B. Sakaria
PO Box 321
Beltsville, VA 20705

OCT 1 4 2OO?
ii cl?y ENT
Re: Major Coastal Area Management Act (LAMA) Permit Application
Frisco, Dare County, North Carolina
Dear Mr. Sakaria:
PRINCIPALS
Sean C. Boyce, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Voldivleso, P.E.
ASSOCIATES
Joseph J. Aniauf, P.E.
David S. Neff
','L -A4Qqr
GlT,y
The purpose of this correspondence is for Quible and Associates, P.C. to inform you as a adjacent riparian
property owner to Alan Mahanes, of the property owners plans to construct a 150' long 6' wide dock with
4 boat slips, and place rip-rap along the alignment of the existing culverts and bulkhead that currently
exists along the shoreline of the property. The enclosed plans accurately depict the development
proposed.
If you have no objections to this proposal please check the statement below, sign and date the blanks and
return the letter to: Doug Dorman, Quible and Associates, P.C., PO Drawer 870, Kitty Hawk, NC 27949.
If you have objections you may contact me at 252-261-3300. You may also provide written comments to
Mr. Dennis Hawthorne at the NC Division of Coastal Management, US 17 South, Elizabeth City, NC
27909. Written comments must be received within 30 days of receipt of this correspondence.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
Quible and Associates, P.C.
Douglas A. Dorman
cc: Alan Mahanes
I have no objection to the project as presently proposed and hereby waive that right of objection as
provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed comments.
Riparian Landowner Signature
Date
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^J.4GEMENT
H CITY
1+1 •1
OCT 1. 4 ?nn?
-ITY
DARE REAL ESTATE
COUNTY TRANSFER TAX
aQqq Qa
APPROVED
DARE COUNTY TAX
COLLECTOR
NO. 0? 0c-lq-C0),
Excise Tax $ 580.00
Filed Book: 1424 Pape: 416 Doc Id: 6060903
04/17/2002 01:12PM Receipt N: 60093
Doc Code: DEED NC Excise Tax Pd: $680.00
BARBARA M GRAY, REGISTER OF DEEDS DARE CO, NC
?; .
11111 ..,
OCT 1 4 2002 0 C T 3 200
(:;QAS*I AL ivii.,NAGEMENT
ELIZABETH CITY NIANAGEK'11,4'r
I.,. ,:.ASETH CITY
Recording Time, Book and Page
Tax Lot No. .......................................................................................... Parcel Identifier No. 014920-QQQ.AND,0,14920-001................ .......
..............................
................. County on the ............... day o
........
Verified by ...... ................... ....................
by ....................................................................................................................--............................................................... .
Aldrid a Seawell Felthousen &Malarney LLP 805 North Main H`?lnyI Manteo NC 27954
Mail after recording to ...........g .............•.....•.....,............................ ,.
..............................................................................................................................................................
Aldrid e, Seawell Felthousen & Malarney, LLP, 805 North Main Hwy, Manteo, NC 27954
This instrument was prepared by , .......... g.
Brief description for the Index LT 1 & 2, "A Two Lot Division for Mullen
NORTH CAROLINA GENERAL WARRA I*4 TY DEED
, between
,•.. ZOQ2.
by and
THIS DEED made this ......4.th..... day of .......................... April ,.,,,, , . , \
GRANTOR GRANTEE
Smith-Dare Properties, LLC Alan W. Wianes
2397 Court Plaza. Dr.
Suite 104
Virginia Reach, vA 23456
Enter In appropriate block for each party: name, address, and, if appropriate, character of entity, e.q. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, an(
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereb,
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all tha
FriscR ... Hatteras ....... ...... Townshil
certain lot or parcel of land situated in the City of . . ?•
Dare. •.... ........... County, North Carolina and more particularly described as follows:
Lots No. I and 2, as shown on that map or plat entitled "A Two Lot Division for Mullen Haskett" prepared by Wesley M. Meekins, Jr.,
PLS, dated May 1, 2000, and recorded in Plat Cabinet E, Slide 275, Dare County Registry.
6060903
Page: 2 of 2
11 oil 111113111111111111111111111111131 IN 041i7/2M ei:i2PM
The property hereinabove described was acquired by Grantor by instrument recorded in BoQ?C.,13$Q,,,?age.9.a.Qare.Gounly......
Re is ..............................................................
A map showing the above described property is recorded in Plat Book ................. E................ page.......... 2.75........
TO HAVE AND .TO HOLD the aforesaid lot or parcel of had and all privileges and -appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions :
Easements and restrictions appearing of record.
IN WITNESS WHEREOF, the Grantor has hereunto set his band and seal, or It corporate, has caused this instrument to be signed in its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first
above written.
-------------------------------------------------- ------------ a
(Corporate Name) Z
By: ----------------------------------------------------------- Z
Z
----------------------------President x
U
ATTEST: I
--------------------------------------------------------------- W
W
-------------------------------(SEAL)
Smith-Dfare Properties, LLC
By-*. _ J_G/ ?---------- -------------------(SEAL)
H. Terrell Smithp Manager
------ ---------------- --(SEAL)
-------------- ------_--Secretary (Corporate Seal) Ln ----- (SEAL)
/ ---------------------------------------
??86AL?STAMP
I, a Notary Public of the County and State atoresald, certify that'------------
H. Terrell Smith, r3gLMpgg.r--oJt_.nth7Dar_e__Psopest ies,--LLr -------- Grantor,
--------- ----------------
personally appeared before me this day and acknowledged the execution of the foregoing instrument. Witness MY
L April, 200 -----
hand and official stamp or se this _3A__ day of ---- -- --- - ------- --------------
M, commie ion exyires: sC14.-------- --------- Notary Public
NORTH CAROLINA, ----------------------------------County-
SEAL-STAMP
I, a Notary Public of the County and State aforesaid, certify that ------------------------------------------
,y personally came before me this day and acknowledged that ____ he is ___________________________ Secretary of
--------------------------------------------------------------- W
Secretary (Corporate Sea]) W -----(SEAL
?? ----- ---------------------------------------
;uotiJ6r? ----- --
:?° Ct--- -----6WJAA91?-County.
•y BEAL-S'kA1?iP_,.-.,.. Ir a Notary Public of the County and State aforesaidr certify that ??MEX -""'""-"""
_PsopesL? es,--I.?.G
n -------
H. Terrell SmithJr Geaato:
_,_1_ NIi3pgpz_-Qf,-3m.?-th-Ilare_
?•', personally appeared before me this day and acknowledged the execution of the foregoing instrument. Witness m
------------------------------
- ------ ---------- --- -
?h-- day of --- -A ril- --200
p hand and official stamp or seal, this Y f-------
?s`c, MY commission expires: ------- --------- --- ------ Notary Pubt
NORTH CAROLINA, ---------------------------------- County.
SEAL-STAMP
I, a Notary imouc of the County and -State w[oresaid, certify that ------------ ------------
personally came before me this day and acknowledged that ---- he in -_-- ------------------- Secretary i
------------------------------------------------------ a North Carolina corporation, and that by authority dul
given and as the act of the corporation, the foregoing instrument was signed in its name by Its --------------
President, sealed with Its corporate seal and attested by ----------- as its --------------------------- Secretar:
D
Witness my hand and official stamp or seal, this ------- day of ---------------------------------------
My commission expires: ------------------- ------------------------- ------ Notary Publ
The foregoing Cer tics (a) of ----- °----------^„A I -------------------------------------------
----------------------------------------------- -
is/are certified to be correct This Instrument and this certificate are duly registered at the date and time and In the Book and Page shown on tl
first page hereof. (? yj Q
?VJC?. ? :_ ---REGISTER OF DEEDS FOR-------- `-u`-'"=----------------COUM
- ---------- --------------------Deputy/AjUbVAIM Register of Deeds
SY - t?4`--?--
N. C. Bar Assoc• Form No. L-3 0 1976, Revised @ 1977 NCDA 001

4586
QUIBLE & ASSOCIATES, PC
P.O. DRAWER 870 PH. 252-261-3300
KITTY HAWK, NC 27949
166-679-531
/. „DATE C.J
TO THE / V ICJ 2?F l l/ 5 ? $
ORDER OF
i
DOLLARS a ..Sou?hve Sbm/ lW9. Nw?hlQ.U. 2949
FOR 0a6 `7 A Jl4Qlyg'C-
1110000458611' i-1:053 L06 799l:
6929051211'

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Alan Mahanes County Dare
Project Number 02 1786 County2
Recvd From DCM Region Washington
Received Date 11/8/02 Recvd By Region
Project Type shoreline stabilization piers and slips
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
LAMA OTHFT _0N
F__ 30-22 SA F-3x0,155. _014F_ F_ I
F_PV _0N r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
Facility Name Alan Mahanes
Project Number 02 1786
Comments (continued from page 1):
County Dare
Regional Contact: tom steffens
Date:
cc: Regional Office Page Number 2
Central Office
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o II IIIII I LEGEND NOTES:
N II IIIII 1 I 2 F.I.R.M. ZONE' AE ' 7.0"
u IIII '1 1 2 MAP REFERENCE MADE TO
N III ~ x 3.0 EXISTING HATER DEPIH5 PC ' E ' - SL 275 '1 1 DARE COUNTY REGISTRY.
EXISnNG t4EAN HIGH WA782 LINE 3. PIN / 05051613233792
-+m 116 OM[71 fPIM 7 A t V® IOM lI.YIMIO IlIIf00 ONLY. m - - EXISTING O0I6TAL hETLAW LINE '1 1 4. THIS SURVEY IS SUB"ECT TO ANY
N 50 FT. BUFFER LINE FACTS THAT MAY BE DISCLOSED - - - T5 PT. AIL LIME I V BY A FULL AND ACCURATE TInE
o BULKHEAD A RULA" CR= . 1 SEARCH.
N.T.S. •1 \ O DWIING "PIPE
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Ill 1 10/9/02 REVISED AS PER NcDcm DAD N
2 10/23/02 REVISED AS PER NCBCM DAD COPYRIGHT C 2002 CAMA MAJOR APPLICATION PLAT
GRAPHIC SCALE oD1KE AND ASSOCIATES, INC. oa THIS DOCUMENT 5 THE PROPERTY OF
r 40 0 20 40 W ISO OUISLE AND ASSOCIATES, INC., ALL MAHANES PROPERTY
o N0. DAZE DESCRIPTION Br RIGHTS ARE RESERVED. ANY RE- N PRODUCTION OF THIS OR POSSESSION FRISCO DARE COUNTY NORTH CAROLINA
o WRTiOUT PRIOR PERMISSION OF ° aaw er. DAD a2. 8120102 OUIBLE AND ASSOCIATES, INC. WILL
iv CONSTITUTE VIOLATION OF CDPYRIOHT o (fNFEET LAWS. VIOLATION WILL BE SUBJECT Quible & Associates, P.C.
N 1 inch = 40 fin oeR®er. DAD IK1I1C xa: P020179AS£ TO LEGAL ACTION ENGINEERING * PLANNING * ENVIRONMENTAL SCIENCES
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