20061023 Ver 1_COMPLETE FILE_20060623

Permit Class U(P& {La(741 Permit Number
NEW 1?5_ 156-06
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources ??
and
y4 Coastal Resources Commission ! Z
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O C T 5 2006 g? elpv
vENR - WATER QUALITY 1-5.5w
-ovE7LMD3 ANO STORWATER BRANCH for X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Ronnie Cooper, Po Box 129, Poplar Branch, NC 27965
Authorizing development in Currituck County at adj. Currituck Sound, Narrow Shore Road
(SR 1137), Aydlett , as requested in the permittee's application dated 5/22/06 (MP-l, MP-3. &
MP-4) 6/14/06 (MP-2 & MP-5) including; the att'd workplan drawings (4), 2 dtd 5/19/06 & 2 dtd rev'd 6/2/06
This permit, issued on Remember 29, 2(1106 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline Stabilization
1) The alignment of the permitted bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
2) The bulkhead shall not extend waterward more than an average of 5 feet from the normal water level at
the time of construction.
3) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
G fl.
S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
Ronnie Cooper
ADDITIONAL CONDITIONS
'1) The bulkhead shall be constructed prior to any backfilling activities.
Permit #156-06
Page 2 of 4
5) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This permit does
not authorize any excavation waterward of the approved alignment.
6) The fill material shall be clean and free of any pollutants except in trace quantities.
7) All backfill material shall be obtained from a high ground source'and confined behind the permitted
bulkhead.
8) No backfill material shall be placed within 30 feet of the normal water line, except that which shall be
used to backfill the area behind the permitted bulkhead.
9) . All fill material to be placed below the normal water level shall be confined behind the permitted
bulkhead.
Sedimentation and Erosion Control
NOTE: The N.C. Division of Land Resources approved this project under Project ID No. Curri-2006-024
on 5/31/06. Any violation of the permit approved by the Division of Land Resources will be
considered a violation of this CAMA permit.
10) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
11) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Stormwater Management
12) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7060509 on 6/15/06. Any
violation of the permit approved by the DWQ will be considered a violation of this CAMA permit.
Upland Development
13) This permit authorizes only the land disturbing activities associated with the development of the Cooper
Landing Subdivision, including the construction of the associated asphalt road, and the 24" drainage
culvert, all as expressly and specifically set forth in the permit application and depicted on the attached
workplan drawings as referenced above. Any additional land disturbing activities and/or construction
may require a modification of this permit.
Ronnie Cooper
ADDITIONAL CONDITIONS
Community Pier
Permit #156-06
Page 3 of 4
14) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non-water dependent uses of structures shall be conducted on, in or over public trust
waters without permit modification.
15) No attempt shall 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.
16) The-permittee shall 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.
17) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
18) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
19) The authorized gazebo shall not be enclosed. Any material used on the sides shall not obstruct view and
shall be permeable to air and water. Screen or wire on the sides along with benches and knee walls are
permitted. Lattice is specifically excluded from being used under this authorization.
20) The roof of the gazebo shall not be designed for second story use.
21) - No sewage, whether treated or untreated, shall be discharged at anytime from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
22) This permit authorizes a maximum of 2 boat slips.
Ronnie Cooper
ADDITIONAL CONDITIONS
General
Permit #I56-06
Page 4 of 4
23) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall 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 or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
24) No vegetated wetlands or open water areas shall be excavated or filled,_ even temporarily, without permit
modification.
25) Should Lot 3 or Lot 18 be sold prior to the initiation of construction, the permittee shall be required to
obtain a signed riparian corridor waiver from the new property owner. prior to the placement of any
structures within the 15-foot riparian corridor.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 061023), which was issued on 7/6/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200633050.
O
W A'ZI
QG
.s NC
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 6, 2006
DWQ Project # 06-1023
Currituck County
Ronnie Cooper
P.O. Box 129
Poplar Brach, NC 27965
Subject Property: Ronnie Cooper Property
Currituck Sound [030154, 30-1, SC]
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. Cooper:
You have our approval, in accordance with the attached conditions, to shade 0.0225 acres of shallow
water, and fill 0.1536 acres of shallow water construct the proposed bulkhead, community pier, platform
- 2 slips and installation of a culvert, as described in your application dated May 22, 2006, and received
by the Division of Water Quality (DWQ) 401 Oversight/Express Review Permitting Unit on June 23,
2006. After reviewing your application, we have determined that the Division of Water Quality (DWQ)
General Water Quality Certification Number 3400 covers these water impacts. This Certification allows
you to General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). In
addition, you should get or otherwise comply with any other federal, state and local requirements before
you go ahead with your project including (but not limited to) erosion and sediment control regulations
and CAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. 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 fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in I SA
NCAC 21-1.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Shallow Water 0.0225 acres - shaded DCM Field Investigation Report
Shallow Water 0.1536 acres - filled DCM Field Investigation Report
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.statc.nc.us/ncwetlands
N?C,?O Carolina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Ronnie Cooper Property
Page 2 of 2
July 6, 2006
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
r/er ,
Alan W. Klimek, P.E.
AWK/ijm I
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 27557
Atlantic Environmental Consultants, LLC, P.O. Box 3266, Kitty Hawk, NC 27949
Filename: 061023CooperLanding(Currituck)401 CAMA
FqCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 21, 2006
2 0 0 0 1 0 2 3
MEMORANDUM:
It 11
TO: Cyndi Karoly JUN 2
Environmental Biological Supervisor 2006
Division of Water Quality aENk • vvcr-R
(:uttflY
YV?1l/t?spSAF STORk'leATS3La;,,CH
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Ronnie Cooper
Project Location: Narrow Shores Road, SR 1137, 1.3 miles north of Aydlett Post Office,
Currituck, Co.
Proposed Project: Bulkhead, community pier, gazebo, drainage culvert, access road
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 07/12/06 to 400 Commerce Avenue. Morehead Cam, NC 28557. If you have any
questions regarding the proposed project, please contact Frank Jennings at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: _L_?:_ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objeAtJo the project for reasons described in the attached
?l
SIGNED DATE ? Q
1367 U.S.17 South, Elizabeth City, North Carolina 2/909
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Ronnie Cooper
2. LOCATION OF PROJECT SITE: on Narrow Shores Road, SR 1137, 1.3 miles north
of Aydlett Post Office, Currituck County and on Currituck Sound.
Photo Index - 2000: 189-2311 (110-12) 1995:189-2001 (19,10)
1989: 138-40 (L 12, 13) 1984: 127-694 (H 17, 18) 1978:137-435(M14,15)
State Plane Coordinates - X: 2910300 Y: 956850 GPS: E061318B
Coinjock NC Quad, Upper Right
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/03/06; 06/13/06
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received Complete - 06/15/06
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - None
Planned - Bulkhead, community pier, platform - 2 slips,
culvert
(G) Estimated Annual Rate of Erosion: 5 feet
Source - Applicant's observation
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) PTA, EW 6,695 sf 240 sf occupied slips
Shallow Water bulkhead 744 sf shaded pier
(B) ES 14,383 sf 4,867 sf disturbed ditch
Upland graded-sloped 978 sf impervious
road
(C) Upland 23,022 sf
impervious rd.
(D) Total Area Disturbed: 50,689 sf (1.16 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct 515 feet of bulkhead, a
community pier and gazebo on the Currituck Sound, install a drainage culvert and
pave a road.
Field Report for Ronnie Cooper
Page 2
Project Setting
The project site is a 25.12-acre tract located on both sides of Narrow Shore Road (SR 1137)
approximately 1.3 miles north of the Aydlett Post Office, in Currituck County and on the
Currituck Sound.
The property is undeveloped and has ±18.09 acres of uplands located in the eastern portion
and adjacent to the Currituck Sound. The property has an elevation of ±15 feet above normal
water level (NWL), has sandy soils and is vegetated with pine, wild grape, honey suckle, cat
briar, wild cherry andiron wood. Approximately 7.03 acres of the property is a forested 404
wetlands area located in the western portion. No development is proposed for this area.
The property has approximately 515 feet of shoreline along the Currituck Sound. The shoreline
has experienced significant erosion over time and there is an existing ±15 feet high erosion
escarpment along the shoreline. The shoreline is approximately 60 feet landward of an existing
bulkhead on the adjacent property to the north and approximately 25 feet landward of an
existing bulkhead on the adjacent property to the south. Narrow Shore Road (SR 1137) runs
parallel to the shoreline and is located approximately 30 feet landward of NWL. A relic pier and
platform are located in Currituck Sound along the southern near shore area.
The upland area located on the west side of Narrow Shore Road has been selectively cleared
for a proposed road right.of way and for the creation of 18 subdivided single-family building
lots.
The adjacent riparian properties are tracts that have single-family dwellings and both have piers
and the described shoreline bulkheads.
The waters of Currituck Sound are classified as SC and as closed to shellfish taking.
Development Proposal
In order to protect the shoreline from further erosion, the applicant proposes to construct a 515-
foot long bulkhead a maximum distance of 21 feet waterward of NWL with an average distance
of 13 feet waterward of NWL. The existing erosion escarpment will be graded to slope from
Narrow Shore Road to the proposed bulkhead. The proposed grade will have a 4:1 slope and
the material that is removed from the bank will be used for backfill of the proposed bulkhead.
In order to provide water access for the planned subdivision, the applicant proposed to
construct in the Currituck Sound a 6-foot wide and 100-foot long pier with a 12-foot by 12-foot
gazebo at the end. The applicant proposes to install four mooring pilings to create two 10-foot
by 12-foot slips.
Other development activities associated with the subdivision include the installation of an 18-
inch corrugated metal culvert under Narrow Shore Road and through the proposed bulkhead to
allow drainage from a proposed ditch system for the planned subdivision to drain stormwater
overboard.
Field Report for Ronnie Cooper
Page 3
A 20-foot wide paved access road will connect Narrow Shore Road to interior lots.
Approximately 24,000 square feet of uplands will be covered with impervious asphalt by this
road.
The NC Division of Land Resources, Land Quality Section has approved an Erosion and
Sedimentation Control Plan, No. Curr-2006-024, for the subdivision for 18 acres of land
disturbance.
Anticipated Impacts
The construction of the proposed bulkhead will result in 6,695 square feet of Public Trust Area
(PTA) and Estuarine Waters (EW) Areas of Environmental Concern (AECs) being filled.
Approximately 185 cubic yards of backfill material will be placed below NWL. Approximately
14,383 square feet of Estuarine Shoreline (ES) AEC will be sloped and graded from Narrow
Shore Road to the proposed bulkhead.
The installation of the proposed drainage culvert will result in further disturbance of
approximately 420 square feet of ES AEC.
Approximately 4,867 square feet of ES AEC will be disturbed by ditch construction.
The proposed access road will result in approximately 978 square feet of impervious surface
within the ES AEC resulting in approximately 22% total coverage (including Narrow Shore Road
pavement) within the ES AEC. Approximately 23,022 square feet of upland area will be
covered with impervious surface by the proposed access road.
The proposed pier will shade 744 square feet of PTA, EW AECs and the two slips will occupy
240 square feet of PTA, ES AECs.
Temporary water turbidity will occur during construction. Surface runoff from Narrow Shore
Road will increase by the removal of the existing bank and the proposed shoreline grading and
sloping.
Submitted by: Frank A. Jennings, I I I
Date: 06/21/06
MAJOR PERMIT FEE MATRIX
Applicant: Ronnie Cooper
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
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:
III(A). For Private non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
0 commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
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The property owner is proposing to protect the eroding shoreline with shoreline stabilization and
make improvements to the property to access the Currituck Sound for traditional recreational
boating. The project site is a proposed 18 Lot subdivision "Cooper Landing" located off (east
and west) of Narrow Shore Road (SR1137). Size of subject tract is 25.12 acres consisting of
18.09 acres of mature forested land and 7.03 acres of forested Section 404 wetlands. Currently
there are no manmade improvements on this property, excluding the NCDOT Narrow Shore Road
(SR 1137). The eastein portion of this site.is intersected by Narrow Shore Road (SR 1137), with
a small portion of the subject property remaining on the east side of Narrow Shore Road, adjacent
to the Currituck Sound. According to Mr. Cooper, prior hurricanes (ie. Isabell) along with strong
northeast storms have eroded the shoreline approximately five feet in the past year. The
succession of erosion over the years has placed the existing road (Narrow Shore Road (SR 1137))
in jeopardy. The adjacent property owners have existing bulkhead along their shoreline, which
has created accelerated erosion problems within the 515' of the applicants exposed shoreline.
High energy waves are funneled into this 515' area of exposed shoreline creating the accelerated
erosion problems. To minimize or eliminate future erosion to his 515' of shoreline, Mr. Cooper
proposes the construction of a 515 foot bulkhead, point to point to adjoin with adjacent existing
bulkheads to eliminate a weak portion of the shoreline. Mr. Cooper proposes to grade the
existing highground, cast of Narrow Shore Road, towards the proposed bulkhead at a 4:1 slope
and use excavated highground soil from the grading for the proposed bulkhead backfill. If
additional backfill is needed, upland commercial source will be trucked in from off site. Mr.
Cooper is also proposing within the Cooper Landing Community Access Area. (0.03 acre parcel)
a six foot wide 100' pier with a 144 s.f. gazebo and two boat slips with four mooring pilings and
boat lifts (2). The Community Access Area is located cast of the proposed Overton Lane adjacent
to Narrow Shore Road (SR 1137). Mr. Cooper is proposing to saw-cut the existing Narrow Shore
Road to install a drainage culvert (24" HDPE pipe) and make repairs to the existing asphalt road
after installation. This work is included in the disturbance within the 75' AEC.
Wetland impacts are not proposed for this project. Coastal wetlands do not exist within the
project area or adjacent to the projecr area. AEC flagged the existing Section 404 wetlands on the
western portion of the subject property and received a signed wetland plat from Tom Steffens,
U.S. Army Corp of Engineers on. 2-17-06 (Action ID#200610501).
Mr. Cooper met with Frank Jennings; N.C. Division of Coastal Management on site on April 3,
2006 for a pre-application meetins.
Watc,~r depths were taken by AEC staff, on May 12, 2006. Water depth at the end of the proposed
pier is -3.6 feet. During the time of sampling, AEC staff did not identify SAV's within or outside
the project area. Water depths taken by AEC on May 12, 2006 indicated a consistent water depth
pattern with no deep pockets. Water depths were taken in 100 foot transects, 30 feet apart (see
attached cross sections A & B).
FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX NO. :2522612965 Jun. 15 2006 10:03AM P3
t
J?.?es 1 ;t
'(CAMA. Major - Cooper - Pg. 2)
The proposed pier (6'x 100' = 600 s.f.), gazebo (12'x 12'- 144 s.f.), mooring pilings (four
in pilings -12 inch dia.), and bulkhead (515' in length) will be constructed using hydraulic
pumps and hand tools. Wetlands wilt not be crossed during construction of proposed project.
Existing shoreline has a distinct drop off, therefore, wetlands do not exist, The proposed pier will
be 322' from the north riparian property line and 184' from the south riparian property line. The
distance to the adjacent shoreline is four miles or greater.
Proposed bulkhead (515') alignment is a minimums of 2' waterward of NWL an average of 13'
waterward of NWL and a maximum of 21 feet %vaterward of NWL,
Proposed structures within the Public Trust Waters:
100 foot boat dock (6'x 100') ............................................ 600 s.f,
Gazebo (12'x 12') ....................................................... 144 s.f.
i:our mooring pilings (I 9'x 12') w/boat lifts (2)
Total s.f. of structures proposed within Public Trust Waters.... 744 s.f.
Proposed shoreline stabilization:
Bulkhead (515' in length; min. 2' waterward of NWL max. 21' waterward of NWL
x 515' (185 cubic yds. of fill below the NWL - fill source from upland grading))
Proposed fill within the public'trust area:
Backfill for bulkhead ................................................... 6,695 s.f,
Proposed disturbance within the 75' AEC
Proposed excavation/grading and backfill•for bulkhead ............ 14,383 s.f.
(highground excavation 1,151 c.yds.)
Proposed disturbance for drainage culvert and ditching ............. 4,867 s.f
Total proposed disturbance within 75' AEC ..................... 19,250 s.f.
E:xistting impervious surfaces are limited to the existing NCDOT Narrow Shore Road (SR 1137)
(within the 75'AEC) Total = 8,364 s.f.
Proposed impervious surfaces within the 75' AEC is limited to the proposed access road,
west of Narrow Shore Road ................................................. 978 s.f
EROSION CONTROL METHODS: Once the eastern portion of the subject site is graded to a
4:1 slope, the site will be seeded with heat and drought tolerant grass seed for erosion purposes.
Silt fence will be placed along the interface of disturbance and filter cloth will be placed behind
the proposed bulkhead before backfill is in place.
The proposed project will provide shoreline stabilization within an area of high erosion due to
existing adjacent bulkheads and continued storm events. Shoreline stabilization will also
eliminate future threat of erosion to existing Narrow Shore Road (SR 11.37). The proposed
project will also allow the future property owners of Cooper Landing an access to the Currituck
Sound for recreational boating.

Form D4fM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: Ronnie Cooper
Name Ronnie Cooper

Address P.O. Box 129
City Poplar Brach State NC
Zip 2796 Day Phone see agent
Fat see agent
b. Authorized Agent:
b. City, town, community or landmark
Avdlett
c. Street address or secondary road number
Narrow Shore Road (SR 1137)
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Cunrituck Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name Atlantic Environmental Consultants. LLC
Address P.O. Box 3266
Citv Kittv Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) AEC #05-083
NOTE: Perruit id/1 be issued in name oflandoti her(s), and-or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct a bulkhead and community pier with a
-gazebo and two boat slips
b. Is the proposed activity maintenance of an existing
project, new work, or both'! New work
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. See attached project narrative
a. Countv Currituck Countv
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 25.12 acres
b. Size of individual lot(s) Subdivision lots sizes vary.
0.69 - 1.50 acres
c. Approximate elevation of tract above MHW or NWL
+/- 15 feet
d. Soil type(s) and texture(s) of tract
Portsmouth, Conetoe
e. Vegetation on tract Pinus taeda. Persea borbonia.
Liriodendron tulipifera. Quercus Falcata. Carya
0abra. smilax bona-nox,
f Man-made features now on tract: None
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local govenunent?
residential
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate. if applicable)
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?
Yes X No
Are there wetlands on the site? X Yes _ No
Coastal (marsh) - Other 404 Wetlands
If ves. has a delineation been conducted? Yes
(-lttach documentation, ifcwailable) Action I M200610501
signed by USACOE 2/17/06
in. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff sanitary
wastewater, ndustrial/conunercial effluent. " Nvash
down" and residential discharges.) Surface ninoff
o. Describe existing drinking water supply source.
None
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.
a An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
in]< on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources COnllnisslon Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
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 6. CERTIFICATION AND PERMISSION
signed return receipts as proof that such owners TO ENTER ON LAND
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 I understand that any permit issued in response to this

proposed project to the Division of Coastal application will allow only the development described in
Management
. Upon signing this form, the applicant the application. The project will be subject to conditions
further certifies that such notice has been provided. and restrictions contained in the permit.
Name Don M. Roberts I certify that to the best of my knowledge, the proposed
Address 2848 Crusander Circle activity complies with the State of North Carolina's
Phone Virginia Beach, VA 23453 approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name Overton Familv Partnership, LP
Address 5859 Harbourview Boulevard Suite 300 I certify that I am authorized to grant, and do in fact, grant
Phone Suffolk, VA 23435 permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
Name connection with evaluating information related to this
Address permit application and follow-up monitoring of the
Phone project.
• A list of previous state or federal permits issued for I further certify that the information provided in this
work on the project tract. Include pennit numbers, application is truthful to the best of my knowledge.
permittee, and issuing dates.
None at this time This is the 22th day of Mav , 2006
• 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
Police Act.
Print Name Douglas Dorman
Signature
LanrloHfier or.4zitliorrzed.Agetrt
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X 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 elate each attachment in the
space provided at the bottom of each form.
FROM :ATLANTIC ENUIRONMENTAL CONSULT FAX NO. :2522612965
Form DCM -W,-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-N2-1. 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
vln.4&L T%-- 'L
Access
channel
(MLW)
lNW1,1
Canal
manmade
Boat
Basin
marnmarir
Boat
ramp
Bulkhead
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
T ,,. ath -A.." asc?i?µ JJC(li/y
o N/A
N/A -" -------
NIA -------
N/A ....._. ..._?
N/A --- --
NIA ------- --
N/A ------ --_ -._.?..
Jun. 14 2006 02:16PM P2

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. fthground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a, Location of disposal area Material excavated to
Crease a 4:1 slope to bulkhead to be placed behind the
proposed bulkhead for backfill purposes.
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? Bacldill will not be needed unless
destroyed by hurricane at that time
backfill Rill be brought in from a
commercial source.
Revised 03/95
FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX NO. :2522612965
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?
X Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 51511ear feet
c. Average distance waterward of A4HW or NWL
13' average wauxward of NWL
d. Maximum distance waterward of MHW or NWL
Proposed bulkhead aliguunent 2 3' xnax. of NwL
e. Shoreline erosion during preceding 12 months
Five (5') feet by promtl' owners personal observation
(Source of -'?
information)
f. Type of bulkhead or riprap material
Vinyl and wood
g. Amount of fill in cubic yards to be placed below
water level.
(1) Riprap N/A
(2) Bulkhead fill 185 cubic yards
h. Type of fill material
Clean fill material-.from grading behind
bulkhead
1. Source of fill material
Material will come from Lading behind
bulkhead and off site commercial u land
source for remaining fill.
Jun. 14 2006 02:16PM P3

4. OTHER FILL ACTIVITIES "` -- ' > K
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? NIA
Yes No
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 No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Area to be disturbed will
be graded and seeded as per erosion control
permit plans indicate. Bulkhead will contain fill
M erial.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Excavator, backhoe, and bulldozer
e. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. Filter cloth will be
placed behind bulkhead
AEC #05-083
Appficam or Prgact Noma
t?tus?
nAC
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing actiN ities)
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.
a. Type and number of buildings, facilities, traits or
strictures proposed:
Road construction and hieharound excavation/gradine
b. Number of lots or parcels 18 lots and Community
Access Area (0.03 ac.)
c. Density (give the number of residential units and the units
per acre) 1.38 units per acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, Upland excavation/grading = 14,383 s.f.
etc. Road (in uplands) 978 s.t:
Total disturbance = 15,361 s.f.
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X No
If Yes, date submitted N/A
f. List the materials (such as marl. paver stone. asphalt. or
or concrete) to be used for paved surfaces.
paved surfaces proposed for this project - asphalt road
g. Give the percentage of the tract within 75 feet of MEW or
N WL, or within 575 feet in the case of an Outstanding
Resource Water. to be covered by impervious and/or built-
upon surfaces, such as pavement. buildings. rooftops. or to
be used for vehicular driveways or parking 2.4%
h. Projects that require a CAMA Major Development
Permit may also require a Storm,,vater Certification. Has a
site development plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date submitted 5/9/06 (Hyman & Robey)
i. Describe proposed method of sewage disposal.
Existing on site conventional septic system for
individual lots
j. Have the facilities described in Item i. above received
state or local approval? No
(.attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitai ,
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Private wells
in. Will water be impounded? _ Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was
the lot(s) platted and recorded?
N/A
AEC #05-083
Applicant or Project Nai lc
Signature
Date 5-22-06

Form DCM-MP-4
STR-'UCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-l. 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
(2) Number 1
(3) Length 100'
(4) Width 6'
(5) Finger
Piers
Yes , No X
(i) Number -0-
(ii) Length -0-
(iii) Width -0-
(6) Platform(s) X Yes No
(gazebo)
(i) Number 1
(ii) Length 12'
(iii) Width 12'
(7) Number of slips proposed 2
(8) Proximity of structure to adiacent riparian property
lines 322' to the north and 184' to the south
(9) Width of water body 4+ miles
(10) Water depth at watenvard end of pier at MLW or
NWL -3.6'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, slicetpile, etc.) NIA
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, slieetpile, etc.)
(1) Length NA
(2) Average distance from MHW. NWL. or
wetlands N/A
(3) Maximum distance beyond MHW. NWL or
wetlands N/A
Private _ Community X_
e. Mooring buoys NIA
(1) Commercial Private Communitv
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial X Community Privalc
(2) Number 4
(3) Length
(4) Width
g. Other (Give complete description)
N/A
Applicant of Project Name
AEC #05-083 Cooper
Signature
S - Z Z -CJ h
Date 5122//06
FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX NO. :2522612965
Form DCM-MP 5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public N/A Private N/A
b. Type of bridge (construction material)
N/A
c. Water body to be crossed by bridge
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
NI_ Yes No (ex. pilings only)
If Yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge
be removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No N/A
Jun. 14 2006 02:17PM P4
`y ,.
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes No NIA
If yes, explain
k. Navigation clearance underneath proposed bridge
NZA
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No N/A
If yes, explain
M. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain N/A
If yes,
(1) Lcngth of existing culvert N/A n. Have you contacted the U.S. Coast Guard concerning
(2) Width of existing culvert N/A their approval? N/A
(3) Height of the top of the existing culvert above Yes No
the MHW or NWL N/A If yes, please provide record of their action.
(4) Will all, or a part of the existing culvert be
removed? (Explain) N/A
Revised 03/95
FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX NO. :2522612965
Jun. 14 2006 02:17PM P5
Form DCM MP 5
2. CUL'V'ERTS
a. Water body in which culvert is to be placed
Clrrrituck Sound
b. Number of culverts proposed I
c. Type of culvert (construction material, style)
HDPE
d. Will proposed culvert replace an existing bridge?
Yes X _ No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X No
lfyes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: N/A
_ Coastal Wetlands _ SAVs - Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
e. Will proposed culvert replace an existing culvert?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MfIW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
f. Length of proposed culvert 70' each
g. Width of proposed culvert 24"
h. Height of the top of the proposed culvert above the
MHW or NWL P
i. Will the proposed culvert affect existing water flow?
Yes _X No
If yes, explain N/A
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain N/A
e. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 40'
(2) Width of area to be excavated 3'
(3) Amount of material to be excavated in cubic
yards 18
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
N/A
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area? N/A
Yes No
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? Yes No N/A
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No N/A
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the M3 4W or NWL? Yes _2L_- No
If yes, give dimension if different from No. 2 above. N/A
e.Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
Revised 03/95
FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX NO. :2522612965
Jun. 14 2006 02:18PM P6
Form DCM-MP-S
described in item d. above) to be placed below MHW
orNWL? Yes _x No
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
d. Will the proposed project require any work channels?
Yes No _X
Ifyes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? N/A
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAYS _ Other Wetlands
If yes, N/A
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
g. Will the placement of the proposed bridge or culvert
result in any. fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes -No
Tf yes, N/A
(1) Length of area to be filled N/A
(2) Width-of area to be filled N/A
(3), Purpose of fill NIA
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes x No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes x No
If yes, explain in detail N/A
c. Will the proposed project require the construction of
any temporary detour structures?
Yes x No
if yes, explain in detail N/A
f. What type of construction equipment will be used
(for example, dragline, baekhoe or hydraulic dredge)?
T3ackhoe
g. Will wetlands be crossed in transporting equipment to
project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization? N/A
_ Yes No
If yes, explain in detail
Win- 4a??
Applicant or P/rol"t Namo
S?gn
6/y/o e
Date
Revised 03/95

1

1
1
1 I?
l i@@
I1 I 9
1. DEVELOPER:
COOPER QUALITY CONSTRUCTION, INC.
JOHN COOPER, PRESIDENT
104 DEERFIELD LANE
AYDLETT, NC 27916
2. PINS. 0082-000-02OA-0000
0082-000-0208-0000
3. SITE AREA: 25.25 AC
DISTURBED AREA: 18.22 AC
18 LOTS
MINIMUM LOT SIZE. 20,000 SF
SMALLEST LOT. 30,000 SF
4. OVERTON ROAD: 1,165.94 LF OVERALL
970.71 LF TO CL INTERSECTION
OF UNIMPROVED R/W
UNIMPROVED R/W: 171.52 LF
5. THIS SITE IS LOCATED IN FLOOD ZONES 'AE (EL 4)',
"SHADED X' & 'X' AS SHOWN ON F.I.R.M. PANEL
37209904-OOJ
EFFECTIVE DATE: DECEMBER 16, 2005.
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA
6. THERE ARE WETLANDS ON THIS SITE: REFER TO A MAP
ENTITLED '404 WETLANDS DELINEATION FOR COOPER
LANDING'
DATED 10-07-05,
PREPARED BY HYMAN & ROBEY. PC
APPROVED BY USACE 02-17-06
7. TOTAL IMPERVIOUS AREA: 5.43 AC
PERCENT IMPERVIOUS: 297. (SEE TABLE FOR PER LOT
LIMIT.)
8. DISTURBED AREA-18 ACRES
9. SEE SHEET 1: PRELIMINARY PLAT FOR COMPLETE
BOUNDARY INFORMATION,

BOUNDARY INFORMATION AND SITE PLAN PROVIDED BY:
MW I OF 4 1HYMAN & ROBEY DATED 05-05-06
BULKHEAD AND COHMUNITY PIER
COOPER LANDING
POPLAR BRANCH TOWNSHIP - CURRITUCK COUNTY NORTH CAROLINA
100' Ol 204060ATLANTIC ENl1/RONMENIAL CONSULTANTS, LLC
GRAPHIC SCALE 1'= 200' P. O. BOX 3266, KATY 11,4`YK N.0. 27949
[phone], e-mail roXdorma170aol. com
DATE: 5/19/06 REVISED: 6/2/06 FILE: 05-083 DRAWN BY: D.A.D

'T -Air•'n!!' 'r
l _ ? 1
1 -
& BOATHOUSE
N 1 1 1 1 r__ • r._ / i- r-?' i--'' r- i r-_1 i-'?
DON M. ROBERTS 1 ?' 1
0082-000-019B-0000 1 1 ! !.'Y.'s ri.?CU
D.B. 875, PG. 915 p??' ?fieft z.o' : -aa. : -st
1 1 1 I .
• r` ; 'r, ?` , /_._.._.i , -PPR- POSm / .'?_._.? ,,_•..-/ r-._? ?..-._a ?..? ? ? ,,___._/ r__.../ ,
r j i `?? 1 r BULKHEAD], PROPOSED
PROPOSED-'18;-CULVERT--/
THROUGH BULKHEAD z
34,689 SF 1 z -3.7
0.79 AC + !1 !j ; 1 F?, r?J r-- / ri 22• r'r-L2.9, ---rz ?4•Q-' z-- r -? _i ^_'r?
rjB • • ;, >s, ?, CURRITUCK SOUND
1 ?
PROPOSED CHECK 1 ; 1 ?` r\?? -- ' r--_ / r_. / , J __• - i J_.? r._._ r , ,_ ??/
DAM /TYP
11 ` ' z -27'
2 -34'
33.389 SF 1 t f '- i -Z.1' rY _29' r-^z i --- r--- r- M. ?. _,•
0.76 AC
?, Z X1.1 r- r - i* / - r r..- -- s r-. r_? ?
Ito
1 ,
. ? ? J ? ` : `per ! •[[m???' 1 'kr?i
t?,T` ` 1: C7 1\ \> r•---/ ..------' r---? ,^--'` I--,.•1 r--•J r---../ /..._._._I ,?_J r_J
1 1 n 1'' I% ^ --/ r---PROPOSED
BULKHEAD
• W ; \
36,867 SF ! -? ,- - / r--/ r -1 /- / r-. -: r_ / --? f- --? --'
0.84 AC
! o
1 1 ` '` / PROPOSED PIER r -- -FOR BOAT SLIP 1 r--- r
j'
Vj, z -1.8' PROPOSED GAZEBO r
1 ' z
; MOORING PILINGS 2
r?• • ' ?? 8:5'.---' r--/ r---r r-- FOK"B G SLIP i---?'
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LEGEND
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DITCH FLOW AROWS 1 1 •
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PROPOSED BACKFILL BELOW
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BULKHEAD AND COMMUNITY PIER
COOPER LANDING
POPLAR BRANCH TOWNSHIP - CURRITUCK COUNTY NORTH CAROLINA
25' °l 50' 100 150' ATLANT/C ENV/RONYfNT.4Z CONSULTANTS, LLC
GRAPHIC SCALE 1"= 50' P.O. R0,r 3266, K/TTY N,4WK, N.C. 2790
[phone], .9-mall no%dorman®aol com
FILE: 05-083 DATE: 5/19/06 REVISED: 6/2/06
EXISTING ASPHALT ROAD
EXISTING DITCH STING GRADE
U
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WHALER
CULVERT & BULKHEAD CROSSECTION B-B
NTS
BULKHEAD --AND GRADING DETAILS
COOPER LANDING
SHEET 3 OF 4 AYDLETT - CURRITUCK COUNTY - NORTH CAROLINA
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ATLANT/C ENV/RONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1"= NTS P.O. 90X ,3156, KITTY HAWK, N.C. 17949
[phone], e-mail r0xdOM0n®oOI.COm
REVISED: FILE: 05-083 DRAWN BY: DOUG D
DATE: 5/19/06
CROSS SECTION A-A
N.T.S.
WHALER

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N.T.S.
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TYPICAL PIER CROSS SECTION
N.T.S.
GAZEBO AND
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PIER DETAILS
LANDING
SHEET 4 OF 4 AYDLETT - CURRITUCK COUNTY - NORTH CAROLINA
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4TLANTIC ENVIRONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1"= NTS P.O. BOX ,3166, KATY H,4WK, AC. 17949
[phone], e-mail roxdorman®aol, com
DATE: 5/19/06 REVISED: FILE: 05-083 DRAWN BY:DOUG D