20052071 Ver 1_Complete File_20051018

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December 29, 2005
Town of Oak Island
c/o Sheldon Tucker
131 Ocean Boulevard West
Holden Beach, NC 28462
;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
DWQ Project # 052071
Brunswick County
Subject Property: Town of Oak Island Access Road
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Tucker:
You have our approval, in accordance with the attached conditions and those listed below, to fill 0.33
acres of wetlands for the purpose of constructing an access road for the subject property, as described
within your application dated September 23, 2003 and received by the N.C. Division of Water Quality
(DWQ) on November 16, 2005. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number 3404 (WQC3404). The Certification allows you
to use Nationwide Permit 14 when issued by the US Army Corps of Engineers (USACE). In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge,
and NPDES Stormwater regulations. 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
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 15A
NCAC 2H .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 are met. No other impacts are approved including incidental
impacts:
Amount Approved (Units) Plan Location or Reference
Stream N/A (feet)
404 Wetlands 0.33 (acres) Exhibit A, sheets 1, 2, 7,&, 10
Waters N/A (acres)
Buffers N/A (square ft.)
Ncrth Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer - 50% Recyded110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Internet h2o.enrstate.nc.us
NorthCarolina
,lVatumlly
Town of Oak Island
Pave 2 of 3
December 29, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Alanual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Xianual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. 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/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Jurisdictional Determination
Upon receipt of this Certification, please submit a copy of the Jurisdictional Determination map
signed by the US Army Corps of Engineers to this office and to Cyndi Karoly at the 401
Oversight Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Town of Oak Island
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December 29, 2005
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 CA MA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream 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 Noelle Lutheran in the DWQ Wilmington Regional
Office at 910-796-7405 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sinc rely,
Alan W. Klimek, P.E., Director
Division of Water Quality
AWK/nnil
Enclosures: WQC 3404
Certificate of Completion
cc: Scott Kennedy, Cape Fear. Engineering, Inc.
Thomas Farrell, USACE Wilmington Regulatory Field Office
Noelle Lutheran, DWQ Wilmington Regional Office
Todd Walton, DLR Wilmington Regional Office
Jim Gregson, DCM Wilmington Regional Office
File Copy
Central Files
Filename: 052071.dec
WQC #3404
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
NATIONWIDE PERMIT NUMBER 14 (ROAD CROSSINGS) AND REGIONAL GENERAL
PERMIT 198200031 (WORK ASSOCIATED WITH BRIDGE CONSTRUCTION, MAINTENANCE
OR REPAIR CONDUCTED BY NCDOT OR OTHER GOVERNMENT AGENCIES)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B.0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (14) of the Corps of
Engineers regulations (Nationwide Permit No. 14 and Regional General Permit 198200031) and
for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third
acre in tidal waters and less than one-half acre in non-tidal waters. This Certification replaces
Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification
Number 2666 issued on January 21, 1992, Water Quality Certification Number 2732 issued on
May 1, 1992, Water Quality Certification Number 3103 issued on February 11, 1997, Water
Quality Certification Number 3289 issued on June 1, 2000 and Water Quality Certification
Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed
appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and stream
bed and/or bank hardening are considered to be permanent stream impacts. Any
activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, dredging and complete shading shall be considered
stream impacts. Enumeration of impacts to streams shall include streams enclosed
by bottomless culverts, bottomless arches or other spanning structures when a 404
Permit is used anywhere in a project unless the entire structure (including
construction impacts) spans the entire bed and both banks of the stream, is only
used for a road, driveway or path crossing, and is not mitered to follow the stream
pattern. Impacts for dam footprints and flooding will count toward the threshold for
stream impacts, but flooding upstream of the dam will not (as long as no filling,
excavation, relocation or other modification of the existing stream dimension, pattern
or profile occurs) count towards mitigation requirements.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, draining, and flooding shall be considered wetland
impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
WQC #3404
Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other
than streams and wetlands as determined by the Division of Water Quality shall be
measured as area. Permanent and/or temporary water impacts shall be enumerated
on the entire project for all impacts proposed regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of aquatic functions
including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under
this General Certification requires application to and prior written concurrence from the
Division of Water Quality;
3. Application to and payment of a fee to DWQ is not required for construction of a driveway
to a single family lot as long as the driveway impacts less than 25 feet of stream channel
including any in-stream stabilization needed for the crossing;
4. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
5. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 26.0213 (WS-II),
26 .0214 (WS-III) and 213 .0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
6. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
WQC #3404
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
7. Compensatory stream mitigation shall be required at a 1:1. ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-11 unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee.
If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted through the Division of Coastal Management and will be the higher of the two.
fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
impacts to 150 linear feet or more of streams and/or one acre or more of wetlands. For
linear public transportation projects, impacts equal to or exceeding 150 feet per stream
may require mitigation. In addition, buffer mitigation may be required for any project with
Buffer Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer
Rules or require a variance under the Buffer Rules. A determination of buffer, wetland
and stream mitigation requirements shall be made for any Certification for this Nationwide
Permit. The most current design and monitoring protocols from DWQ shall be followed
and written plans submitted for DWQ approval as required in those protocols. When
compensatory mitigation is required for a project, the mitigation plans must be approved
by DWQ in writing before the impacts approved by the Certification occur, unless
otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case
of public road projects, the mitigation plan must be implemented before the road is
opened to the travelling public. Projects may also be implemented once payment is made
to a private mitigation bank or other in-lieu fee program, as specified in the written
concurrence of 401 Certification for a project. Please note that if a stream relocation is
conducted as a stream restoration as defined in The Internal Technical Guide for Stream
Work in North Carolina , April 2001, the restored length can be used as compensatory
mitigation for the impacts resulting from the relocation;
WQC #3404
10. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel, to the
maximum extent practical. The new channel should be constructed in the dry and water
shall not be turned into the new channel until the banks are stabilized. Vegetation used for
bank stabilization shall be limited to native woody species, and should include
establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on
both sides of the relocated channel to the maximum extent practical. A transitional phase
incorporating coir fiber and seedling establishment is allowable. Also, rip-rap may be
allowed if it is necessary to maintain the physical integrity of the stream, but the applicant
must provide written justification and any calculations used to determine the extent of rip-
rap coverage requested. If suitable stream mitigation is not practical on-site, then stream
impact will need to be mitigated elsewhere;
11. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
12. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual"-or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
13. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
14. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
15. Measures shall be taken to prevent live or fresh concrete from coming into contact with
freshwaters of the state until the concrete has hardened;
16. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
17. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
WQC #3404
Certifications. For road construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground;
18. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
19. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 14 or Regional General Permit
198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of-the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
.
Alan W. Klimek, P.E.
Director
WQC # 3404
Certification of Completion
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Agent's Certification:
County:
Date:
hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
h as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Signature: Registration No. Date
R?
North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly V@EVE D
NC DENR/DWQ DEC 1,1 7n55
From: Steven H. Everhart, PhD -1Y
Southeastern Permit Coordinator ?I ti
Date: December 7, 2005
RE: Sheldon Tucker, MAS Properties, 404/401 Application, Oak Island Property Access Road,
Brunswick County DWQ #20052071
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
the subject application for impacts to wildlife and fishery resources. Our comments are provided
in accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661 et. seq.), and Sections 401 and 404 of the Clean Water Act (as
amended).
The project is located off NC 211 approximately 0.5 mile south of the intersection of Zion Hill
Rd. (SR 1114) and Susnet Harbor Rd. (SR 1112), south of Mercer Mill Creek. The site is
surrounded by undeveloped, forested parcels and platted residential subdivisions.
The applicant proposes to construct a 60 ft wide access easement with a 20 ft wide clay road bed
approximately 25 ft inside the southern boundary of his 14.42 acre property to provide access to
property owned by the Town of Oak Island. This would impact 0.33 acre of a total 0.43 acre of
forested wetland on the property by filling/culverting. No mitigation is proposed for these
impacts.
Details of the project indicate that culverting will be sufficiently embedded to allow for the
passage and settlement of aquatic organisms. Analysis of alternatives B and C indicates that
impacts to wetlands have been minimized.
We recommend 50 and 100 ft native forested buffers are maintained or created on each side of
intermittent and perennial streams, respectively. If mitigation is required, we recommend on-site
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
r Tucker - OI Access Rd. 2 December 7, 2005
preservation of wetlands in perpetuity through conservation easement and/or deed restriction as
opposed to creation or EEP buy-in.
For additional information regarding our guidance policies, please see our publication Cjuidaltce
Wemorandum ToAddressAnd-litigate SecondaryArul Cumulative Impacts ToAquaticAndTerrestrial
Wildlife WsourcesAnd-WaterQuaCty, which can be found at:
http://www.ncwildlife.org/pg07_W ildlifeSpeciesCon/pg7c3_impacts.pdf
NCWRC has no objection to the issuance of permits for this project as proposed. Thank you for
the opportunity to review and comment on this application. If you have any questions or require
additional information regarding these comments, please call me at [phone].
CC: Noelle Lutheran, NCDWQ
401 Project
Subject: 401 Project
From: Patricia Collins <[e-mail]>
Date: Fri, 30 Dec 2005 08:28:59 -0500
To: Ian McMillan <[e-mail]>, cyndi Karoly <[e-mail]>
The following project was issued a 401 Permit on 12/29/05
Town of Oak Island DWQ#: 20052071 Brunswick County
Thanks,
Patricia Collins
Administrative Assistant
N.C. Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection Section
Wilmington, North Carolina
Phone: [phone]
Fax: [phone]
!i 1 of 1 1/2/2006 9:17 AM
Triage Check Dist
Date: 11/18/05 Project Name: Town of Oak Island Access Road
DWQ#: 05-2071
County: Brunswick
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 11/16/05 to 1/14/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Engineering, Inc.
November 15, 2005
Cyndi Karoly
NCDENR
Division of Water Quality
Wetlands/401 Water Quality Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
RE: Town of Oak Island Access Road
Linear Wetland Crossings over Wetlands
USACE Action ID: 200400059
Ms. Karoly,
In response to your letter received certified mail referencing the above project,
am sending to you the information you requested. Please find enclosed 5 (five)
copies of the PCN completed application and a check for $200.00 which is the
appropriate fee required.
Thank you for your assistance with this matter.
Sincerely,
Scott Kenned r.
Project Manager
Cape Fear Engineering, Inc. o L 11?
Lea I1
NOV 1 6 2005
DENR - WATER QUALITY
WETLANDS AND STORIA"NATER BRANCH
151 Poole Road, Suite 100 • Belville, NC 25451 • TEL: [phone] • FAX: [phone]
www.capefearenginecring.com
1 1 M 1"
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(Ifany particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
1. Owner/Applicant Information
LE34
Q
NOV 1 6 2005
Name: Sheldon Tucker t?dr t ,,luu 11v
Mailing Address: 131 Ocean Boulevard West WETWO AND STOR!AWATER BWICH
Holden Beach, NC 28462
Telephone Number: [phone] Fax Number: (910) 8464466
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Kennedy
Company Affiliation: Cape Fear Engineering, Inc.
Mailing Address: 151 Poole Road, Suite 100
Belville, NC 28451
Telephone Number: 910-383-1044
E-mail Address:
Fax Number: 910-383-1045
Page 5 of 12
.,iA ,
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
Name of project: Town of Oak Island Access Road
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2010002002
4. Location
County: Brunswick Nearest Town: Supply
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Turn left on NC 211 from US
Highway 17 in Supply; Turn right oil SR 1114 (Zion Hill Rd); Proceed on SR 1114 to SR.
1112 (Sunset Harbor Road); Site is located 0.20 miles on left.
5. Site coordinates, if available (UTM or Lat/Long): 33°57"N / 78°13'45" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
14.42 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Mercer Mill Creek
8. River Basin: Lumber
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://Ii2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is heavily wooded with moderate underbrush; general
land use in the vicinity of this project is residential or timber land.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: An access
easement 60 feet in width is to be installed 25 feet from southern property line for access to
the Town of Oak Island's property. Roadbed shall be clay fill material 20' in width.
11. Explain the purpose of the proposed work: To provide a 60' wide access easement to the
Town of Oak Island property located on the east end of the project. In order to provide this
60 feet access easement wetland areas must be crossed as shown.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Wetlands to be crossed have previously been delineated.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits will be needed.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Fill in wetlands and placement of
storm drain culverts in wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Sheet I Fill 0.15 No 1,309 Forested wetland
Sheet 2 Fill 0.08 No 1,439 Forested wetland
Sheet 3 Fill 0.10 No 1,520 Forested wetland

IMPau ,c1h1Id,I;Iy anu Iucmuy ICrnpurary impacts. impacts mctude, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Fedcral Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w-%vw.fenia:eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 18,882 S.F. 0.43
Ac.
Total area of wetland impact proposed: 14,707 S.F. 0.33 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

'" NZi..L SCPUaIC,y auu Iucnuly tumpurary impacts. impacts tncwde, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at I-S00-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.mapqucst.com, ctc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
Name of Wate (if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

_?_
TI
List each impact scparatery and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): EJ uplands Fj stream E] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Reduction of the amount of fill and land disturbance by deleting ditches: Reduction of
impervious from 24 fl. to 20 fl.; Deletion of ditches and utilization of sheet flow from impervious
surface. See Exhibit "B"
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
L Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes n No
If yes, has the document review.been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes F? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes EJ No [:] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Lone t extends out .w feet perpenmcular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. StormNvater (required by D«'Q)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stornwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Currently 0% impervious; proposed 30% impervious; no impervious within 30 feet of wetlands;
road is super elevated in order to sheet flow off impervious and delete ditches
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes 0 No
Is this an after-the-fact permit application?
Yes F1 No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
constriction dates to allow processing time for these pernnits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
- Z3
Applicant/Agent's Signature Dat
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Exhibit "A"
Final Design That Minimizes Wetland Impact
Sheet 1 Exhibit Map, Wetland Crossing, Index
Sheet 2 Exhibit Map, Wetland Crossing, 2,147 s.f and 4,433 s.f.
Sheet 3 Photo Location 1
Sheet 4 Photo Location 2
Sheet 5 Photo Location 3
Sheet 6 Photo Location 4
Sheet 7 Exhibit Map, Wetland Crossing, 3,326 s.f and 89 s.f.
Sheet 8 Photo Location 5
Sheet 9 Photo Location 6
Sheet 10 Exhibit Map, Wetland Crossing, 4,712 s.f.
Sheet 11 Photo Location 7
Sheet 12 Photo Location 8
Sheet 13 Exhibit Map, Wetland Crossing, Typical Roadway Sections
Exhibit "B"
Original Design That Had Greater Wetlands Impact
Sheet 14 Exhibit Map, Wetland Crossing, Index
Sheet 15 Exhibit Map, Wetland Crossing, 2,852 s.f and 5,344 s.f.
Sheet 16 Exhibit Map, Wetland Crossing, 4,569 s.f and 313 s.f
Sheet 17 Exhibit Map, Wetland Crossing, 5,809 s.f.
Sheet 18 Exhibit Map, Wetland Crossing, Typical Roadway Section
Exhibit "C"
Wetland Mitigation Plan - 28,335 Total Square Feet
Sheet 19 Exhibit Map, Proposed Mitigated Wetlands, 2,747 s.f and
8,667 s.f.
Sheet 20 Exhibit Map, Proposed Mitigated Wetlands, 4,599 s.f. and
9,388 s.f.
Sheet 21 Exhibit Map, Proposed Mitigated Wetlands, 2,934 s.f.
INDEX
Exhibit "A"
Final Design That Minimizes Wetland Impact
Sheet 1 Exhibit Map, Wetland Crossing, Index
Sheet 2 Exhibit Map, Wetland Crossing, 2,147 s.f and 4,433 s.f.
Sheet 3 Photo Location 1
Sheet 4 Photo Location 2
Sheet 5 Photo Location 3
Sheet 6 Photo Location 4
Sheet 7 Exhibit Map, Wetland Crossing, 3,326 s.f and 89 s.f.
Sheet 8 Photo Location 5
Sheet 9 Photo Location 6
Sheet 10 Exhibit Map, Wetland Crossing, 4,712 s.f.
Sheet 11 Photo Location 7
Sheet 12 Photo Location 8
Sheet 13 Exhibit Map, Wetland Crossing, Typical Roadway Sections
Exhibit "B"
Original Design That Had Greater Wetlands Impact
Sheet 14 Exhibit Map, Wetland Crossing, Index
Sheet 15 Exhibit Map, Wetland Crossing, 2,852 s.f and 5,344 s.f.
Sheet 16 Exhibit Map, Wetland Crossing, 4,569 s.f and 313 s.f.
Sheet 17 Exhibit Map, Wetland Crossing, 5,809 s.f.
Sheet 18 Exhibit Map, Wetland Crossing, Typical Roadway Section
EXHIBIT "A"
FINAL DESIGN THAT
MINIMIZES WETLAND
IMPACT

NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT

CAPE FEAR

Engineering, inc.
151 Pooh Rood, Sulte 100
BeNigs, NC 28451
TEL (91 o) 38110f/
PAX [phone]
www.care earen .Corn
o m : S.KENNE Y 11Kf
oc"! S.KENNEDY = .- 603-08
ora = P.DAVIS W-E = 1-=1000
..rreom = P.DAVIS - D-tl: 10 SEPT. 03
is eP c
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSMCK COUNTY
NORTH CAROLINA
ROSSING
=WROADWA MAP
- 60 R/W
X
803-08
GRAPHIC SCALE: 1" = 1000'
C 100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
N/F PHOTO LOCATION O4 UPLANDS
MAS PROPERTIES
WETLAND AREA 1 / ptr P??t
PHOTO LOCATION/ Q \ \ \
CULVERT
UPLANDS / 4,235 S.F. \ \ \
X16.0'" ?\
1,264 S.F. \
PHOTO LOCATION Q2 ?\
_ I CULVERT
WETLAND AREA
i? N r 1
PHOTO LOCATION 11D
I /
I( /
J UPLANDS
J /
/
/
/
/
N/F
/ 6?roog OCEAN ISLE DEVELOPMENT
`?_ / FR pER?ES DEED BOOK 961, PAGE 104
? G
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
207 OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
EXHIBIT MAP REVISED: 8 JAN. 04
EXHIBIT MAP REVISED: 16 DEC. 03
CAPE FEAR
Engineering, Inc.
151 Poole Road. Suits 100
Bowe. NO 28451
TEL [phone]
' fAX [phone]
www.cd a edren .com
OR- S.KENNEDY PRAT
oeva: S.KENNEDY Nu-8ER: 803-08
"Cx P.DAVIS scKC: 1 =T00
"PPR?T? P.DAVIS c•h 10 SEPT. 03
P: aC7 907-09 Cwvriaoo?n MTTUNO_CRMNG20a.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
20' ROADWAY - 60' R/W
1,264 S.F. and 4,235 S.F.
803-08 1 2
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?, ?..?. 'Y. `?' '.1??? fir'' ?.'. ?. ?; ? + ?' ?tJ?

pif-?1
a
Mm
-21
Wee— I

NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
207 OF THE DIAMETER OF THE PIPE.
100' 50' 0 100' 200'
GRAPHIC SCALE: 1" = 100'
\ N/F
\ MAS PROPERTIES /-

PHOTO LOCATION
\ WETLAND AREA
N/F UPLANDS \ CULVERT
MAS PROPERTIES PHOTO LOCATION Q5
/ / / /uNE
D?
/ Ep?MENt / ??n S 6?N
/ / 6D P?55 / / ?pS PROP
/
/
UPLANDS /
rDd P?
/
>U?DS
1,449 SF.
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
I FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
EXHIBIT MAP REVISED: 8 JAN. 03
EXHIBIT MAP REMISED: 15 DEC. 03
EXHIBIT MAP REVISED: 3 NOV. 03
CAPE FEAR
Engineering, Inc.
151 Poole ft" Suite 1C0
BeWs. NC 28151
TEL RIC)38110"
FAX (210J 3:1- 1015
..ca earn .cam
DR-: S.KENNEDY pRl"CT
DESCN : S.KENNEDY NuuaER : 803-08
CHECK: P.DAVIS scwE: 1 =100
-R0"E'° P.OAVIS D.¢: 10 SEPT. 03
neD??am-ta co„uo,,;. v.,=vwD_teess:NCm.a.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
20' ROADWAY - 60' R/W
1,449 S.F. & 315 S.F.
803-08 7

. 04 O?
A a

xvw- T'o

?? '? '' '
Yom
' ? 4' ,? ? ? ??•
:
?
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.
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ride

it

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te
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, C4
1 04
3rY '?' •N/.mar` . ?? ?`,' 1 J • ? ` r • , , •
t•ER? `r^1.. ? ? .? /?:. 1.r.rr 't...r=--?: ?.r:???? '?'• fr j4[,?y •?b. ; ?'/? 7i `IY." j?t?'' • P'?
Fal
Qe j,
?- i ? ?. ?A?? xr : •,+1???' ? ?'r ? ." - ?c :. •'TY•t'1 2? ' i?i?`i' ! • ? 1r. •? ?^•
'lot
Ile,
1•
h ,145' J
100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
N/F
MAS PROPERTIES
/
/
/ 6o NCO /
/moo.
/
/
1
?NLf?a /i/
PHOTO LOCATION ® -
I / o vNE
UPLANDS
TED /
WETLAND ARE
UPLANDS
'I / /? ?? VANE
P ?,CREQ?ES 8
PHOTO LOCATION (2
? / eG1NS ?
/17j/?? P? PER?ES 1,848 SF
i AS
5,051 SF
?- - N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
EXHIBIT MAP REVISED: 8 JAN. 04
EXHIBIT MAP REVISED: 16 DEC. 03
EXHIBIT MAP REVISED: 3 NOV 03
CAPE FEAR
Engineering, Inc.
151 Poole Road. Suite 100
BoWs. NC 28451
TEL [phone]
FAX 121111
333-1013
..Cape/earen .com
DRA-: S.KENNEDY VXOJEDt
DESD , S.KENNEDY Muu9ER: 803-08
aECK P.DAVIS K' 1 =100
"P°nDCD P.DAVIS DAR 10 SEPT. 03
P: BOJ B0]-C5 \C?aucoo',? r,(7LAn'0 CROSS x020. C.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
20' ROADWAY - 60' R/W
5,051 S.F. & 1,848 S.F.
803-08 10

'Z.
• 3_?Ak?
Oft
.. ?' ?a.• ? ,? .?? t ,may
fit`" `.. 'S .:f•?. i- T?""A ?? '
i? - - h?'31
14
'y?h t• ??.A??'"_,_? X13- c?
'^ 'v • _ ^ tit • ?` j`am`. t '1q, Sj
1> ,tog
'•i'?+? ? '"`? .t + fir!
`W i? J?
AD ?jf ! ? ; `??••• .? ? :? - ,tip
?? • '? ;?" "fir.
J?11 • ?? I ? ? ?1
fw??J#fs???,? 1, fr
OTT, i

??••. ?ti" ?y•,•.? 1. '.??? •''?,.?,????• ` ?d? -??• ??? '
uv"
-f r
?.y?.1?,,p yrf• ? { . ? ±/?•_•• fir' "7.•.•?? i?_ " - f ? ?-; ?? L '
C III ?4.. •-1,,. • 'Cr . J • .r . ? ? S: J.'.'• ' ?.
4 7.-
+ ?•?? ?

ONO:

` T ?
?
f
It -
?C•
" > , .. ?
•
•
++. ?.
?
j(

fC,

?+ r

b

RIGHT-OF-WAY
3' 1 20'
-< 73l CAPE FEAR
?'y Engineering, Inc.
151 Poole Road. Sufa 100
BeMlk. M 28451
TEL [phone]
PAX (9 10) 3811043
WWW.Ca a eoremaxom
auw : .K NN Y i*W=
S.KENNEDY WAO" : 803-08
01EM P.DAVIS SC&L I N A
AP'"O`v 1 P.DAVIS OA1L = 10 SEPT. 03
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY 6RUNSWCK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
TYPICAL ROADWAY SECTIONS
803-08 13
CLAY
1/4' PER 1' I 1/4' PER 1'
PER - - - - - - - - - - - - - - - - - -
STORM DRAIN PIPE
- - - - - - - - - - - - - - - - - - - - - - - - -
TYP. ROADWAY SECTION
AT WETLAND CROSSING
N.T.S.
60' RIGHT-OF-WAY
1' PER 1'
r
W
1/4' PER 1'
1' PER 1'
CLAY
TYPICAL ROADWAY
SUPER ELEVATED SECTION
N.T.S.
EXHIBIT "B"
ORIGINAL DESIGN THAT
HAD GREATER
WETLAND IMPACT
.ply ?? hi
1112
114
200
tttu ,?
'?m ttt ?
NTA
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
'r CAPE FEAR
Engineering, Inc.
' 161 P0 0M Aced, Suite too
B61Z NC 28!61
TEL (S7J0)38:L104I
FAX (710);:3-11 as
www.cdearn .corm
mart SS.K NN Y ?
0ooi S.KENNEDY wueoe ; 803-D8
C1 ' P.DAMS saui 1 -1000
errn0.m t P.DAMS 0•s 1 10 SEPT. 03
P MAP c C
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FCLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT 'B" MAP
WETLAND CROSSING
24' ROADWAY - 60' R/W
INDEX
80 3-08 14
GRAPHIC SCALE: 1" = 1000'
N/F
MAS PROPERTIES
PHOTO LOCATION/ (
IDS
PHOTO LOCATION 1 1?
UPLANDS
?ol
FV

N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
&C 21 t
„?jt?? 1112 '/?^{\
114
w ?
200
? 1192
LLkp
NT
NOTE.
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
'• 131 Pooh Road. Sukt 100
aw1o, NC 2"51
TEL [phone]
FAX (910, 38--
www.ca t Parenq.cgm
ouw r S.K NN Y
`r

Ooo1 r S.KENNEDY 803-08
IRArea1 r
ol= r P.DAVIS xn,c r 1 -100
APPRO"m r P.DAVIS wa r 10 SEPT. 03
uIo A . 3 N(
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKHD00 FOLLY BRUNSWCK COUNTY
NORTH CAROLINA
EXHIBIT "B" MAP
WETLAND CROSSING
24' ROADWAY - 60' R/W
2,852 S.F. and 5,344 S .F.
803-08 15
100' 50' 0 100' 200'
GRAPHIC SCALE: 1" = 100'
OTO LOCATION O4 / UPLANDS
/ A \
/ c-CS
5d N \

100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
N/F
MAS PROPERTIES

PHOTO LOCATION
UPUNOS /
%ETLANO AREA / fJ
N/F UPLANDS CULVERT
MAS PROPERTIES
PHOTO LOCATION 05
/ e?Np1R
/ ? p4C8
/
/
i
3 S.F.
4,569 S.F.
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
I 440 7f f
1112
114
200
&TE
1 1 2
? 1112^
N T.S
Nw _j
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
T; CAPE FEAR
=`J Engineering, Inc.
151 Pooh Rued, Suite 10T
SeM38, NC 28151
TEL [phone]
FAX [phone]
WWw.ca a earen .c0m
ofueM : S.KENNFDY -1
r>mw, SXENNEDY fafyealf 803-08
CRUX P.DAVIS snit 1 -100
>enw`o f P.DAVIS - : 10 SE . 0
m
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOOMCM FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "B" MAP
WETLAND CROSSING
24' ROADWAY - 60 R IN
4,569 S.F. & 313 S.
L 803-08 16
^,Ak
AR-1)
100' 50' 0 100' 200'
pm%mdmmmmmmm?
GRAPHIC SCALE: 1" = 100'
N/F
MAS PROPERTIES
NETLAND AREA
UPLANDS
/
/
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL 15 NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
171= Road, SuRa 100
8eA1Gb. NC 28151
TEL MID) )J8J-10N
=I c0)da B 38.110ren13
o .com
ouMl , S.XENNEDY 0f
CUM! S.KENNEDY 803-OS
P.DAVIS 1 -100
?R0`m P.DAVIS DAM
VAR F
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKW000 FOLLY DRUNSMCK COUNTY
NORTH CAROLINA
EXHIBIT "B' MAP
WETLAND CROSSING
24' ROADWAY - 60' R/W
5,809 S.F.
803-08 17
60' RGHT-OF-WAY
TYP. ROADWAY SECTION
24' CLAY ROADWAY
N.T.S.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Pooh Road Suite 100
BeM110. NC 28451
TEL [phone]
fAY (910J 383-1045
040404.[0 ¢ ¢pf¢n .Com
a,1W ! .K NN Y -0.-
CESM : S.KENNEDY ","e1x : 803-08
CH= P.DAVIS WALL N A
AP?"?`a P.DAVIS DAa, 1 SE T. 03
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "B" MAP
WETLAND CROSSING
TYPICAL ROADWAY SECTION
a rte, sm .?,
803-08 18
1- PER 1 1/4' PER 1' I 1/4' PER 1' I 1? Pco ..

EXHIBIT "C"
WETLAND MITIGATION
PLAN
28,335 TOTAL
SQUARE FEET

UPLANDS \
PROPOSED MITIGATED
15ETLANDS
Qy
OP
/
/
/
/
/
/ 100' 50' 0 100' 200'
1 /
/
1 1 GRAPHIC SCALE: 1" = 100'
PROPOSED MITIGATED
1 1 _ VvTTLANDS
1 N -
1
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
I '
1hETLAND -
\ AREA =
IDS \ -
8,667 s(-
?O /.

NO 71I
1112
t P?O? .
114
200 a
SaE
1182
> 1l
AT)ON MAP 111 N.r s
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Pools Road, Sure loo
BaWk NC 28151
TEL [phone]
PAY (910) 3811045
www.ca a earen .corn
a1"- : S.KENNEDY Pnotct
ocsv+r S.KENNEDY NWBER; 803-08
aEOC : P.DAVIS scut 1 =100
"PPaorEO : P.DAVIS 8 JAN 2004
P: DO] ?OJ-C9 Cwoe4aoo?n u£MND CPOSS?NOIO.E.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "C" MAP
PROPOSED MITIGATED WETLANDS
2,747 S.F. and 8,667 S.F.
803-08 19
C 100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
I
N/F PHOTO LOCATION UPLANDS
MAS PROPERTIES \
WETLAND AREA 1 ? PG? ???,ENt \
y by - \ \
PHOTO LOCATION/ 03 __
CULVERT 9,388 st \
UPLANDS / 4,235 S.F.
PROPOSED MITIGATED -'
-26.6- WETLANDS - -
1,264 S.F. _
PHOTO LOCATION G - -
i CULVERT
WETLAND AREA
PHOTO LOCATION 1 10 b
a a ~ / /
PROPOSED MITIGATED
I /
WETLANDS
/
UPLANDS
/
/
/
/
- - - / `Nt N/F
/ ?NpPR? OCEAN ISLE DEVELOPMENT
,y / EaZES6 DEED BOOK 961, PAGE 104
3W I / ?,ps pF?
woe /
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Poole Road sum* loo
EeWo, NC 28(31
L
TEL [phone]
FAX [phone]
www.ca a earert .com
MA" : S.KENNEDY --
oEsG : S.KENNEDY RweER; 803-
C .Ea , P.DAVIS s?uc 7=100
--o`eo : P,DAVIS o"'E 8 JAN 2004
P: 803803-0R Ca.9eucov'r w-TLA _CROSS'.N010.C.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
PROPOSED MITIGATED WETLANDS
4,599 S.F. and 9,388 S.F.
F 803-08 20

100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
N/F
MAS PROPERTIES
N/F /
\ MAS PROPERTIES /- PHOTO LOCATION © /
_UPLANDS
PROPOSED AiITICATED WETLAND AREA
?- -? PHOTO LOCATION 6
COCVERT 5,051 SF
\ \ 2,934 sl - - j i 1-1 PIETLAND AREA

UPLANDS \ CULVERT
ERTIES PHOTO LOCATION QS
/ ? ?NOaa
4 p FrES 0
M S
'1
i AIPLANDS
315 S.F.
1.449 S.F.
Os-- UPLANDS
G?SS Ep?V+GNj / ?? B?NOP?,1 ??N `-
a / p'oeEa S OCEAN ISL
DEED BOOT
i PHOTO LOCATION O7
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
A- 711
ROB
0dt 1112
114
9 a ;G
200 / SITE
4
IM
> 1l
A (IAP111 ?1.s
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
171 Poole R004 SUBS 100
BOW]*. NO 28421
TEL [phone]"
FAX [phone]
WWW.Cap¢ earen .corn
onAw: S.KENNEDY vnactt
Dena : S.KENNEDY .:uuarw ; 803-08
P.DAVIS ... 1 =100
wva0rc0: P.DAVIS DAM: 8 JAN 2004
veoJ eo.fACCESS mROAD TOS,Nc1o.a,
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROUNA
EXHIBIT "A" MAP
PROPOSED MITIGATED WETLANDS
2,934 S.F.
803-08 21
I I
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: j?
II. Applicant Information ? l1 `/ D
1. Owner/Applicant Information NOV 1 6 2005
Name: Sheldon Tucker
Mailing Address: 131 Ocean Boulevard West WETl1,t:OSANDSTUJA'AATE;?LRN'CH
Holden Beach, NC 28462
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Kennedy
Company Affiliation: Cane Fear Engineering, Inc.
Mailing Address: 151 Poole Road, Suite 100
Belville, NC 28451
Telephone Number: 910-383-1044 Fax Number: 910-383-1045
E-mail Address:
Page 5 of 12
i
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Oak Island Access Road
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
2010002002
4. Location
County: Brunswick Nearest Town: Supply
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Turn left on NC 211 from US
Highway 17 in Supply; Turn right on SR 1114 (Zion Hill Rd); Proceed on SR 1114 to SR
1112 (Sunset Harbor Road); Site is located 0.20 miles on left.
5. Site coordinates, if available (UTM or Lat/Long): 33°57"N / 78°13'45" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 14.42 Acres
7. Nearest body of water (stream/river/sound/ocean/lake)
Mercer Mill Creek
8. River Basin: Lumber
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://112o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is heavily wooded with moderate underbrush; general
land use in the vicinity of this project is residential or timber land.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: An access
easement 60 feet in width is to be installed 25 feet from southern property line for access to
the Town of Oak Island's property. Roadbed shall be clay fill material 20' in width.
11. Explain the purpose of the proposed work: To provide a 60' wide access easement to the
Town of Oak Island property located on the east end of the project In order to provide this
60 feet access easement wetland areas must be crossed as shown.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Wetlands to be crossed have previously been delineated.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits will be needed.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation fornis should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12

1. Provide a written description of the proposed impacts: Fill in wetlands and placement of
storni drain culverts in wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of wetland***
Sheet 1 Fill 0.15 No 1,309 Forested wetland
Sheet 2 Fill 0.08 No 1,439 Forested wetland
Sheet 3 Fill 0.10 No 1,520 Forested wetland

*
L .,
15L C3C11 :
livipaci separately and wcnmy temporary impacts. impacts mciude, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w-NvNv.fcnia.eo-.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 18,882 S.F. 0.43
Ac.
Total area of wetland impact proposed: 14,707 S.F. 0.33 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

-.4 Lawl 1111paGU Jcpalalcly and ldcnuty temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and aficr, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
ww%v.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapgucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
Indicate on ma
(• p)
Type of Impact* Area of
Impact

• (acres) Name
(if applicable) Wate) Type of Waterbody
(lake, pond, estuary, sound'

bay, ocean, etc.)

• f _L
LIJI cacn unpact separatery and wennry temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): E] uplands F] stream EJ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Reduction of the amount of fill and land disturbance by deletinji ditches: Reduction of
impervious from 24 ft. to 20 ft.; Deletion of ditches and utilization of sheet flow from impervious
surface. See Exhibit "B"
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.statc.nc.us/ncwetlands/stnngide.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):_
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F] No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes D No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [:] No E] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Im
pct feet
(square )
Multiplier
Required
Mitigation
1 3
2 1.5
Total
-••- • '•••-•.? ?. ?/N'/NIUIbY1U1 u?iu ucm ?:,??K ?? --unec tone / ex[enos an
additional 20 feet from the edge of Zone I.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate inforniation as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stonnwater controls proposed . in order to protect surface waters and wetlands
downstream from the property.
Currently 0% impervious; proposed 30% impervious; no impervious within 30 feet of wetlands;
road is super elevated in order to sheet flow off impervious and delete ditches
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes M No
Is this ail after-the-fact permit application?
Yes M No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pennits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

_ 1Z3 a
Applicant/Agent's Signature Date/
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Exhibit "A"
Final Design That Minimizes Wetland Impact
Sheet 1 Exhibit Map, Wetland Crossing, Index
Sheet 2 Exhibit Map, Wetland Crossing, 2,147 s.f and 4,433 s.f.
Sheet 3 Photo Location 1
Sheet 4 Photo Location 2
Sheet 5 Photo Location 3
Sheet 6 Photo Location 4
Sheet 7 Exhibit Map, Wetland Crossing, 3,326 s.f and 89 s.f.
Sheet 8 Photo Location 5
Sheet 9 Photo Location 6
Sheet 10 Exhibit Map, Wetland Crossing, 4,712 s.f.
Sheet 11 Photo Location 7
Sheet 12 Photo Location 8
Sheet 13 Exhibit Map, Wetland Crossing, Typical Roadway Sections
Exhibit "B"
Original Design That Had Greater Wetlands Impact
Sheet 14 Exhibit Map, Wetland Crossing, Index
Sheet 15 Exhibit Map, Wetland Crossing, 2,852 s.f and 5,344 s.f.
Sheet 16 Exhibit Map, Wetland Crossing, 4,569 s.f and 313 s.f.
Sheet 17 Exhibit Map, Wetland Crossing, 5,809 s.f.
Sheet 18 Exhibit Map, Wetland Crossing, Typical Roadway Section
Exhibit "C"
Wetland Mitigation Plan - 28,335 Total Square Feet
Sheet 19 Exhibit Map, Proposed Mitigated Wetlands, 2,747 s.f and
8,667 s.f.
Sheet 20 Exhibit Map, Proposed Mitigated Wetlands, 4,599 s.f and
9,388 s.f.
Sheet 21 Exhibit Map, Proposed Mitigated Wetlands, 2,934 s.f.
INDEX
Exhibit "A"
Final Design That Minimizes Wetland Impact
Sheet 1 Exhibit Map, Wetland Crossing, Index
Sheet 2 Exhibit Map, Wetland Crossing, 2,147 s.f. and 4,433 s.f.
Sheet 3 Photo Location 1
Sheet 4 Photo Location 2
Sheet 5 Photo Location 3
Sheet 6 Photo Location 4
Sheet 7 Exhibit Map, Wetland Crossing, 3,326 s.f and 89 s.f.
Sheet 8 Photo Location 5
Sheet 9 Photo Location 6
Sheet 10 Exhibit Map, Wetland Crossing, 4,712 s.f.
Sheet 11 Photo Location 7
Sheet 12 Photo Location 8
Sheet 13 Exhibit Map, Wetland Crossing, Typical Roadway Sections
Exhibit "B"
Original Design That Had Greater Wetlands Impact
Sheet 14 Exhibit Map, Wetland Crossing, Index
Sheet 15 Exhibit Map, Wetland Crossing, 2,852 s.f and 5,344 s.f.
Sheet 16 Exhibit Map, Wetland Crossing, 4,569 s.f and 313 s.f.
Sheet 17 Exhibit Map, Wetland Crossing, 5,809 s.f.
Sheet 18 Exhibit Map, Wetland Crossing, Typical Roadway Section
EXHIBIT "A"
FINAL DESIGN THAT
MINIMIZES WETLAND
IMPACT

NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
is 1 Poole ROW. swm 100
60109% NC 28451
TEL [phone]"
fAX ryro?3s3-tas
www.ca a earena.c0m
auw = SAENNEDY PROJM
ova : S.KENNEDY ru=e111 : 803-08
CEM P.DAVIS >rxc: 1 =1000
nnno.<a = P.DAVIS o? c 10 S
HIR AP C
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWNOD FOLLY BRUNSWICK COUNTY
NORTH CAROUNA
EXHIBIT A MAP
WETLAND CROSSING
20' ROADWAY - 60 R/W
INDEX
8 03-08 1
GRAPHIC SCALE: 1" = 1000'
r

/ v

4D
100' 50' 0 100' 200'
GRAPHIC SCALE: 1" = 100'
PHOTO LOCATION O4 / UPLANDS
N/F MAS PROPERTIES
WETLAND AREA
PO?SS
PHOTO LOCATION/ 03 \
CULVERT
UPLANDS / 4,235 S.F. \ \ \ \ `
1,2G4 S.F.
PHOTO LOCATION (
/ CULVERT
BETLAND AREA
PHOTO LOCATION 1 1D
/
N ~
I /
UPLANDS /
J /
/
/
J /
/
/
/
/
N/F
OCEAN ISLE DEVELOPMENT
FR pE?L DEED BOOK 961, PAGE 104
N0 711
p0?
01ft 1111
sr?
S`IN`E.
100
SITE
1182
LOCA MAP"' wT.s.
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW! THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
EXHiB:T MAP REVISED: 8 JAN. 04
EXHIBIT MAP REVISED: 16 DEC. 03
EXHIBIT MAP REVISED: 3 NOT 03
CAPE FEAR
Engineering, Inc.
131 Pooh ROS4 Suite loo
BOWS, NC 28451
TEL (910)3-10H
FAX (91C) 31
1
5
Www.Ca
a
.Com
ON- : S.KENNEUY PROJECT
oESa: S.KENNEDY NuwsER: 803-D8
CHEO(: P,DAVIS scut: I-=100.
•wRO ; P.DAVIS oA,E: 10 SEPT. 03
P'e91 e0J-Ca C-,V-p 'N>:TLAN0 CRCSSwC10 d.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
20' ROADWAY - 60' R/W
1,264 S.F. and 4,235 S.F.
8 03-08 2

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N/F
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PERTIES i-
-_ -1-1

\ WETLAND AREA
N/F UPLANDS \ CULVERT
MAS PROPERTIES PHOTO LOCATION Q5
/ / ESS EP??EN1 / / ? ?` s 6?HpPR
PHOTO LOCATION ©
UPLANDS /
/ 6p ACCESS Eat

/
S.F.
S.F.
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
11 12 AO 211
POD
c?JN?
111
200
t1L2
111 N.T.S.
,=ATDMO
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
207 OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
EXHIBIT MAP REVISED: 8 JAN. 03
EXHIBIT MAP REVISED: 16 DEC. 03
EXHIBIT MAP REVISED: 3 NOV. 03
CAPE FEAR
Engineering, Inc.
151 Poole Aoad, Sups Too
BOW@. NC 28131
TEL [phone]"
FAX (D 10) 3831015

% www.capefeareng.com
Draw : S.KENNEDY nRatcT

DESCN : S.KENNEDY 803-08
CHECK P.DAVIS v,. 1 =100
, PROVrn: P.DAVIS 0•'E: 10 SEPT. 0
P:803 803-C8 C-M-o;. WETLANO_CROSSNG20. 0.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY 13RUNSIMCK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
20' ROADWAY - 60' R/W
1,449 S.F. & 315 S.F.
803-08 7
til

r
?
•

•??r
Y ,t r ,?
?
??

o .et;

1041b MIF

• ? ,'% ;'? ??xf?'?7?L?.'?' i fie j ? i ?i
?

Irv
•i. = l
7017*
are 164
1? J '?. ` ` _•S1
5 ? ~?'' ????z= "" ?,'. • 'tom: _c{?Q? '.y"`%; ?:?.;' ;: fe
N 4;
'Wk
_ ;, ?.
??? ' ??!P? ? ? `. ? . {' vii ?• :?.. • ? . ??
.. ?'?? 'SCI. ?':-l L ; ? •, C: .. •? Ks. •
w-A
,r .LV" `
? T
a
h
0
a?
o
F
a

., •w?? a
d `? ._ t ??r ?? •
ii I

ti
Cat ? .
J
r,
4
100' 50' 0 100' 200'
GRAPHIC SCALE: 1" = 100'
/
N/F /
MAS PROPERTIES /
/
1 i
N
/ EVENS
/ / ? 6° pOCE55 yT ? i
PHOTO LOCATION
UPLANDS ?N0
j/? j QW?ER?ES 1.848 5E
TED
?`-
%ETLAND AREA
/ , COCVERT 5,051 SF
j UPLANDS
"EN / 6?N0pR - N/F
OCEAN ISLE DEVELOPMENT
5 DEED BOOK 961, PAGE 104
PHOTO LOCATION Q7
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
207 OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES I
WETLAND IMPACT
EXHIBIT MAP REVISED: 8 JAN. 04
EXHIBIT MAP REVISED: 16 DEC. 03
EXHIBIT MAP REVISED: 3 NOV. 03
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
8aM8a, NC 48451
TEL (910) 38&10"
fAJ( (91C) 38J-1045
tvww.cape earen .com
onAAw : S.KENNEDY P,01EIT
ocacH : S.KENNEDY ,Neu ; 8D3-08
txcx P.DAVIS XAU s 1 =100
APPR°xo: P.DAVIS 9AtE: 10 SEPT. 03
P!e03 em-Oa\co.n.V,-n WFrLArD CROSSNC2QC.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSMCK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
20' ROADWAY - 60' R/W
5,051 S.F. & 1,848 S.F.
8 03-08 10?
h 4 I'•?y? i'i4.t'r 'R. ?' ti^.:,;i=-?.-.. r, •?- i??Z? ',,?tj`s ? ^. .`
OH •?r`..'•i•'•rQ„!. i+.,..~Y47?x"?ai5.???•t1t?J.'i??. _ i? . v" :?1
a ?. T _ .te r ¦SAr?S .1 • C
'**l: >> mss' 1`.1? ?? ???! -i:? -!•x •.. t.
? ° • _ . y, Ii - K?Y• . -,rte ?;? .. • -. r„ ?, (? ?. ?? e
-... •.. ? _ ;._ ? ra.`_ 3 ?' • ? r l ??, . ?•r'`(?•'?A a ;' 1
p AV'
c+- ??? ?•`s`::' ? .?` 4 . .•1 .rl .r• ".i.cy..•.^'?!l'??-f°?ef/",!?: `rC"r.':F??I? ;?J ,??; • ?.
rolt ;W
1.7
?-
_?L4 Ix
_ N.1.?,.C?L?•Yr. aY?"?r? b..f/???" i' Y?+???'y????i?_?J/?LY?n??.r?1r:r -
?_ z ?"' _`p?- r _ S?fyxSy,? ...??i?_?? ?fJU. G??'T?"rh , . •'?'`.. 1 - '.+? .
'r ? x[.• •'t7
t • \
p rti'R? "d+?i./r ?` -/ ;f -r 9!? ?.• ice' ?'
O - • t?3
t •
.?.-. ?•;: 'eft 'Y
-. • r T' ?c SAC
+i./' + '.i :.! i;-. '? .tSZ?-jam •-.
60' RIGHT-OF-WAY
uj CLAY
1/4' PER 1' I 1/4' PER 1'
I- PER
3'

s-------------------
- - STORM DRAIN PIPE -
TYP. ROADWAY SECTION
AT WETLAND CROSSING
N.T.S.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
60' RIGHT-OF-WAY
1' PER 1'
6i'1
1/4' PER 1'
TYPICAL ROADWAY
SUPER ELEVATED SECTION
N.T.S.
1 ? PER 1'
CAPE FEAR
Engineering, Inc.
131 Pw* Road. Suite 100
BeMl1.. NO 48451
TEL [phone]{1
0) 384-1015
=1
dop¢ eor[na.COm
ourh : . ( NN Y "'oz[
Dcs : S.KENNEDY ?wea ; 803-08
°EO P.DAVIS: N A
P.DAVIS c.a a 10 SEPT. 03
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
WETLAND CROSSING
TYPICAL ROADWAY SECTIONS
803-08 13
EXHIBIT "B"
ORIGINAL DESIGN THAT
HAD GREATER
WETLAND IMPACT

ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
131 Pooh Ao d. Sulfa 100
BeM11e, NC 28!31
TEL yt0)I8110a1
FAX (9f0)38J-1013
www.ca a earen xom
-: .K NN Y PFXW l
oco : S.KENNEDY ?Aeoe : 803-08
OEO1 i P.DAVIS • = 1 =1000
r.r.no m = P.DAMS . 10 L
p P C
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROUNA
EXHIBIT 'B 11 MAP
WETLAND CROSSING
24' ROADWAY - 60' R/W
INDEX
a aaan aan ??
803-08 14
GRAPHIC SCALE: 1 " = 1000'
NIF
MAS PROPERTIES
PHOTO LOCATION/ (
UPLANDS
PHOTO LOCATION 110
UPLANDS
100' 50'
OTO LOCATION
b F?
GRAPHIC SCALE: 1 " = 100'
UPLANDS
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
200'
771 I
1112 HC
ii
200
?m 1182
.pp
n1
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
MIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
(DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
ORIGINAL DESIGN THAT HAD I
GREATER WETLAND IMPACT
k? CAPE FEAR
4 Engineering, Inc.
151 P00h Road. Seta 100
Bowie. NC 78x51
TEL [phone]
FAX 1910, 783-1043
wWW.Ca a elMI .C0m
aua" , S.KENNEDY
COM : S.KENNEDY -R
w1r,lacn , 803-08
O t P.DAVIS : 1 -100
"PP"OYm ' P.DAVIS wa
c c•
LLOC-ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
KWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "B" MAP
WETLAND CROSSING
24' ROADWAY - 60' R/W
2,852 S.F. and 5.344 S .F.
arm
803-08 15

100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
N/F
MAS PROPERTIES
?- i
PHOTO LOCATION ©
UPLANDS /
WETLAND AREA /
N/F UPLANDS
MAS PROPERTIES
PHOTO LOCATION QS
Ip
/ / / / TES6 U
/ QappfR
/ ss ?D I
/ / eo ?,cc4- / / a?5
/
/
/
i
3 S.F.
4,569 S.F.
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
\ NO 211
x019 1112
114, '
200
?.rs ;a' 8(TE
lee
u1
M.T.
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Pbcb Road, Safe 700
SeMBa, NC 28151
TEL [phone]
FAX [phone]
o,ueH : .K NN Y ?to
cci
xsw, S.KENNEDY ,
,uueoe: 803-08
ocac: P.DAVIS , 1 =100

ua pp ?r
Hl .,C.33 KUAU IU
OAK ISLAND PARCEL
MAS PROPERTIES
LOC(WOOO FOLLY BRUNSMCK COUNTY
NORTH CAROLINA
EXHIBIT "B" MAP
WETLAND CROSSING
24' ROADWAY - 60 R/W
4,569 S.F. & 313 S.F.
803-08 16
100' 50' 0 100' 200'
?m?
GRAPHIC SCALE: 1 100'
WETLAND AREA
UPLANDS /
/ ERNES 0
/ ?pS pROp
LOCATION (
NIF
MAS PROPERTIES
PHOTO LOCATION ® i
UPLANDS / I UNE
/ / i o. / DES 6?NO?R
??7 RS pQ?Ea
7/?` Y-
5,809 SF
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
I NC SII
1112
111
J b ?.Y1,
200
?`- ? Ile2
NT
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL 19 NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
207. OF THE DIAMETER OF THE PIPE.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Pods Rosa Salts 100
BeM Z'% NC 28451
TEL (D10) J8J-1o11
rar ?ro)aas.ro4s
www.101 e l .com
MASH, S.KENNEDY ---
caol, S.KENNEDY IAneol; 803-08
P.DAVIS 1 X100
APPROVED, P.DAVIS
FXH!EtT AP F Cc
L h\.I+GJJ RVFiU IU
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CAROUNA
EXHIBIT °B' MAP
WETLAND CROSSING
24' ROADWAY - 60' R/W
5,809 S.F.
803-08 17

60' R GHT-OF-WAY
TYP. ROADWAY SECTION
24" CLAY ROADWAY
N.T.S.
ORIGINAL DESIGN THAT HAD
GREATER WETLAND IMPACT
oRAw , .K NN Y -t
Dcs -, S.KENNEDY wmim , 803-08
o cx P.DAVIS SCAU = N A
"PRO`4D P.DAVIS DATE, 10 SEPT. 03

CAPE FEAR
Engineering, Inc.
151 Po01a Road salt 700
BeM8e, hC 28451
TEL [phone]
FAX [phone]
www.co a earen .corn
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWOOD FOLLY BRUNSWICK COUNTY
NORTH CARCUNA
EXHIBIT "B" MAP
WETLAND CROSSING
TYPICAL ROADWAY SECTION
803-08 18
i• PER 1' 1/4' PER V I 1/4' PER 1' I ?•
I , , 0
EXHIBIT "C"
WETLAND MITIGATION
PLAN
28,335 TOTAL
SQUARE FEET
UPLANDS \ - --
8,667 st-
/
/
J
/
/
/
PROPOSED MITIGATED
IVETLANDS
/ 100' 50' 0 100' 200'
1 /
/
1 11
1 11 GRAPHIC SCALE: 1 100'
1 1 - ` PROPOSED MITIGATED
1 1 - %ETLANDS
1 ? 1
-- 1
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
I I
AREA D -
IDS \ - _ - -
8,667 sl-
P'y
?O

I Nr _ __

1112
?.
` A,
1
114
v ,j
200
SITE
n 1182
a ?
A111
N.T.i
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Poole Road. SUft loo
BeNUIe. NC 28!51
TEL [phone]
FAX [phone]
www.ca a earen .com
ORA" ; S.KENNEDY ------
eEVCN! S.KENNEDY RuuRER; 803-08
O,ECK P.DAVIS 1 =100
-ROAD : P.OAVIS DATE: 8 JAN 2004
P:803 803-09 cw m -,fn W ETL AND _CROSSNC70.e.
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWW FOLLY BRUNSWICK COUNTY
N 17HH CAROLINA
EXHIBIT "C" MAP
PROPOSED MITIGATED WETLANDS
2,747 S.F. and 8,667 S.F.

803-08 . ?,.".,
1 q

C 100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
`
N/F PHOTO LOCATION UPLANDS
MAS PROPERTIES
15ETLAND AREA N1 \
PHOTO LOCATION/ 03
CULVERT -9,388 sf
UPLANDS ? 4,235 S.F. _----_-- \ `
PROPOSED MITIGATED
V.ETLANDS - -
1,264 S.F.
PHOTO LOCATION 02 _
_ CULVERT
15ETLAND AREA
PHOTO LOCATION IO '6
O W / /
PROPOSED MITICATED
I /
KETLANDS
J UPLANDS - / /
/
/
- /
/
/
/
/
/
/ e?N a N? OCEAN ISLE DEVELOPMENT
l / /??ER?ES DEED BOOK 961, PAGE 104

NORTE:
FO ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 PDOM Aced, suite loo
BaMIJ , NC 28151
TEL [phone]
Par (910?333•lals
www.cdpe(eareng.com J
O+A-: S.KENNEDY pq -
OESCe : S.KENNEDY suuecq : 803-08
CHM : P.DAVIS 5CALE: 1 =100
A PROWO p,DAVIS uerz : 8 JAN 2004
v:eo.l eo3ACCESSROAp -rOs:ncla.e.
OAK ISLAND PARCEL
MAS PROPERTIES
L0CKW0OD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
PROPOSED MITIGATED WETLANDS
4,599 S.F. and 9,388 S.F.
803-08 20

100' 50' 0 100' 200'
GRAPHIC SCALE: 1 100'
N/F
MAS PROPERTIES
\ MAS PROPERTIES /- PHOTO LOCATION 08
UPLANDS
PROPOSED MITIGATED
%TTLANDS NETLl4ND AREA ?- -? PHOTO LOCATION © ___J_ / / /
L2.934 sl'-- 1-1 WETLAND AREA
5,051 SF
CULVERT
\

UPLANDS \ CULVERT
ERTIES PHOTO LOCATION
/ / / ENE
E DES
/
UPLANDS- - UPLANDS
OCEAN ISL
DEED BOOT
PHOTO LOCATION O7
/
5 S.F.
1,449 S.F.
N/F
OCEAN ISLE DEVELOPMENT
DEED BOOK 961, PAGE 104
NOTE:
FOR ALL CULVERT (PIPE) CONSTRUCTION
ACTIVITIES, PATTERN AND PROFILE OF
THE STREAM (ABOVE AND BELOW THE
PIPE) SHALL NOT BE MODIFIED. THE
STREAM CHANNEL IS NOT TO BE
WIDENED AND THE DEPTH OF THE
CHANNEL IS NOT TO BE REDUCED.
CULVERTS (PIPES) MUST BE BURIED
BELOW THE BED OF THE STREAM TO A
DEPTH EQUAL TO OR GREATER THAN
20% OF THE DIAMETER OF THE PIPE.
FINAL DESIGN THAT MINIMIZES
WETLAND IMPACT
CAPE FEAR
Engineering, Inc.
151 Poole Roed su8e 100
Be"* NC 28451
TEL (PIC)383.1044
FAX (210J 3&3-7043
www.capefeareng.com
--.- S.KENNEDY PR-CT
DESD : S.KENNEDY uuuern. 803-08
oEC¦ : P.DAMIS ec : i m100
APPRO ?D ° P.DAVIS D•h : B JAN 2004
P: 03 em-CB C ,uopo;n v,E 7?AND CROSSINCxO.C+
ACCESS ROAD TO
OAK ISLAND PARCEL
MAS PROPERTIES
LOCKWYOOD FOLLY BRUNSWICK COUNTY
NORTH CAROLINA
EXHIBIT "A" MAP
PROPOSED MITIGATED WETLANDS
2,934 S.F.
803-08 21
N.C. Division of Water Quality
803-08 Oak Island Access Rd
11/15/2005
?'o v D
.7 6 ?005
IYEj SA, L)S O-& q Ek6 Y
ICy
13791
200.00
Cape Fear Engineerin 803-08 Oak Island Access Rd 200.00