20061568 Ver 1_COMPLETE FILE_20060927

Permit Class Permit Number
NEW 182-06
STATE OF NQRTH CAROLINA
Department of Environment and Natural Resources
1 and
Coastal Resources Commission a (.? ?f irc'41 D
,9L 2
Ajermirt NOV 8 2006
for DENR • WATER QUALITY
X Major Development in an Area of Environmental CoernNpJTeAWATERBRIIt,ICFi
pursuant to NCGS 113A-118 '7Q_lLl ??V
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Live Oak Development, Inc., c/o Lee Biggar, PO Box 2727, Surf City, NC 28445
Authorizing development in Onslow County at adjacent to Fullards Creek , off SR 1519,
Sneads Ferry , as requested in the permittee's application dated 5/10106 (MP-I & MP-4) and
5/26/06 (MP-2 & MP-3), inc. att drawings (5), 1 of 3 dated "rev 5/10/06", 2 - 3 of 3 dated 4/25/06, 1 dated 6/20/06, & I dated 9/1/06.
This permit, issued on November 3, 2006 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Archaeological Assessment
1) Prior to initiation of any additional ground diStUrbing activities within the project area, the permittee
shall arrange fora comprehensive archaeological Survey of the entire project area of approximately
9.7 acres. The purpose of this work will be to identify and evaluate any archaeological sites which
may be eligible for listing on the National. Register of Historic Places (NRHP); to determine whether
such sites may be adversely affected by the project activities; and, if so, to develop and implement an
appropriate mitigation plan. All activities associated with the archaeological investigations shall be
coordinated with the Office of State Archaeology (OSA). Initial consultation with the OSA by the
archaeological consultant should be undertaken prior to the commencement of any archaeological
fieldwork.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
?!Z? ?nL
Char s S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee

Live Oak Development, Inc., c/o Lee Biggar Permit # 182-06
Page 2 of 4
ADDITIONAL CONDITIONS
Upland Development
2) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the property located off SR 1519 and adjacent to Fullards Creek in
Sneads Ferry, including all roads, utilities, and infrastructure, all as expressly and specifically set forth
in the attached permit application and workplan drawings. Any additional land disturbing activities
and/or construction may require a modification of this permit. Contact a Division of Coastal
Management representative at [phone] for this determination.
Community Docking and Boat Ramp Facility
3)--Unless-speeificatly altered herein, this permit- authorizes the 6 ft. x 77 ft. commrmity pier terminating in
a 10 ft. x 17 ft. "L-head", the 12 ft. x 36 ft. boat ramp, the 5 ft. x 95 ft. boardwalk, and the 1 1 mooring
pilings, all as expressly and specifically set forth in the attached permit application and workplan
drawings. No other structure, whether floating or stationary, shall become a permanent part of this
c docking facility without permit modification. No non-water dependent uses of structures shall be
conducted on, in or over public trust waters without permit modification.
4) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
5) The docking facility and associated structures shall have a minimum setback distance of 15 feet between
any parts of the structure and the adjacent property owner's riparian access corridor. This corridor is
determined by drawing it line parallel to the channel, or deep water, then drawing a line perpendicular to
the channel line or deep water line that intersects with the shore at the point.where the upland property
line meets the water's edge.
6) In order to ensure compliance with Condition No. 5 of this permit, an as-built survey showing the
dimensions of the docking facility and all associated structures including mooring, piling, established
pier head line, and the distance to the neichboring riparian corridors shall be performed on the docking
facility, and copies of the survey shall be provided to the Division of Coastal Management within 60
days of completion of construction.
NOTE: Failure to provide the survey required in Condition No. 6 may result in a violation of this permit.
7) All portions of the access pier located over Coastal Wetlands shall na exceed a width of 6 ft. and shall
be slatted, and elevated a minimum of 3 feet above the wetland substrate as measured fi•om the bottom
of the decking.
8) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.

Live Oak Development, Inc., c/o Lee Biggar Permit # 182-06
Page 3 of 4
ADDITIONAL CONDITIONS
9) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
11) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
12) This permit authorizes a maximum of 9 boat slips. At no time shall more than 9 vessels be moored or
docked at the facility. The restriction of the number of vessels shall apply to all marine vessel types,
including but not limited to motorboats, sailing vessels and personal watercraft.
NOTE: Any proposal to add two or more additional boat slips to the authorized 9-slip facility shall
require that the docking facility be classified as a marina, and shall therefore require a review
under the N.C. Environmental Policy Act (NCEPA).
Boat Ramp
13) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
Sedimentation and Erosion Control
14) The N.C. Division of Land Quality approved this project under Permit No. Onslo-2005-256-Express
Option on 3/4/05. Any violation of the permit approved by the DLQ shall be considered a violation of
this CAMA permit.
15) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.)
Stormwater Management
NOTE: A revision to the existing Stormwater permit (SW8050305 issued on 4/28/06) may be required.
Contact the Division of Water Quality directly at 910-796-7215 to request this modification.

Live Oak Development, Inc., c/o Lee Biggar . Permit # 182-06
Page 4 of 4
ADDITIONAL CONDITIONS
General
16) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
T7) The authorized project is located within a primary nursery area (PNA).-Therefore, in accordance with
T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. Dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
18) No vegetated wetlands or open water areas outside the areas indicated on the attached workplan
drawings shall be excavated or filled, even temporarily.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 061568), which was issued on 10/30/06.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
197800056 and NW 18 (COE Action Id. No. 200401236) which was issued on 10/25/06.
W A T ?qpG
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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 # 061568
Onslow County
October 30, 2006
Mr. Lee Biggar
Live Oak Development, Inc.
PO Box 2727
Surf City, NC 28445
Subject: General 401 Water Quality Certification #3493 and #3402
Live Oak Cove Community Docks and Boat Ramp
Dear Mr. Biggar:
The Wilmington Regional Office received your application for a CAMA Major Permit from the Division of
Coastal Management on September 26, 2006 to construct a community pier, 9 boat slips, a boat ramp, and a
boardwalk. Construction of the new docking and boat ramp facility will result in the filling of 90 square feet of
Coastal Wetlands and approximately 180 square feet of Open Water. You are authorized to proceed with your
project as proposed under General Water Quality Certification (WQC) # 3494 and #3402 (enclosed). This
Certification allows you to use the CAMA Major Permit when the Division of Coastal Management issues
it. Written concurrence from the Division of Water Quality (DWQ) is not required provided that you can meet all
of the conditions of these General Water Quality Certifications.
If at anytime during construction of your project you determine that you cannot meet these conditions or if there
are any additional impacts to wetlands or water quality not described in your application, you must contact
this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7215.
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Robert Stroud, Jr.
Dave Timpy, USACE Wilmington
Jon Giles, DCM Wilmington
Doug Huggett, DCM Morehead City
Ian McMillan, DWQ 401 Oversight Unit
Central Files
Noelle Lutheran, DWQ WiRO
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North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterquali!y.org NorthCaro/li/f
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper ?atCarona
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WQC #3494
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
NATIONWIDE PERMIT NUMBERS 3 (MAINTENANCE),
4 (FISH AND WILDLIFE HARVESTING DEVICES AND ACTIVITIES),
5 (SCIENTIFIC MEASUREMENT DEVICES), 6 (SURVEY ACTIVITIES),
7 (OUTFALL STRUCTURES), 19 (25 CUBIC YARDS OF FILL), 20 (OIL SPILL CLEANUP), 22
(REMOVAL OF VESSELS), 25 (STRUCTURAL DISCHARGE),
30( MOIST SOIL MANAGEMENT FOR WILDLIFE), 32 (COMPLETED ENFORCEMENT
ACTIONS), 36 (BOAT RAMPS [IN NONWETLAND SITESI), REGIONAL PERMIT 197800056
(PIERS, DOCKS AND BOATHOUSES) AND REGIONAL PERMIT 197800125 (BOAT RAMPS)
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 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the
discharge of fill material to waters and wetland areas which are waters of the United States as
described in 33 CFR 330 Appendix A (B) (3, 4, 5, 6, 7, 19, 20, 22, 25, 30, 32, and 36) of the
Corps of Engineers regulations and Regional Permits 197800056 and 19780125 and for the
Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces
Water Quality Certification Number 3376 issued on March 18, 2002. This WQC is rescinded
when the Corps of Engineers re-authorizes any of these Nationwide or Regional Permits or when
deemed appropriate by the Director of the Division of Water Quality.
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:
These activities do not require written concurrence from the Division of Water Quality as
long as they comply with all conditions of this,General Certification. If any condition in this
Certification cannot be met, application to and written concurrence from DWQ are
required. Also, Condition No. 8 is applicable to all streams in basins with riparian area
protection rules;
2. If the activity is associated with or in response to a Notice of Violation or an enforcement
action initiated by DWQ or the Division of Land Resources, this General Certification
requires application to and prior written concurrence from the Division of Water Quality;
3. 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;
4. All sediment and erosion control measures placed in wetlands or waters shall be removed
and the natural grade restored within two months after the Division of Land Resources
has released the project;
5. 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;
WQC #3494
6. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
7. Access roads constructed for any of these permits shall be constructed so as to
minimize wetland fill as much as is practicable and shall be restored to grade
immediately after the project is completed. The site shall be re-vegetated with native
species which shall be in place within three months following construction or before
initiation of the next growing season;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence 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 and will be the higher of the two fees;
9. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Riparian Area Protection Rules [Buffer Rules] in
effect at the time of application) requires written concurrence from DWQ in accordance
with 15A NCAC 26.0200. 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;
10. 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 and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium 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 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
destabilization of streams or wetlands. If more than 150 linear feet of additional stream is
filled, culverted, rip-rapped, relocated, excavated or dredged as a result of this permit,
then an application to DWQ is needed and compensatory mitigation may be required;
11. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
12. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Riprap
Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for
design and construction specified in 15A NCAC 07H .1405.
13. 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 these corresponding Nationwide and Regional General Permits,
whichever is sooner;
WQC #3494
14. Projects with any impacts to streams, wetlands, and/or waters that have received a Notice
of Violation from the Division of Land Resources and/or the Division of Water Quality are
required to submit a complete application and receive written concurrence to use this
Certification regardless of the proposed impact amount to streams, wetlands, and waters.
15. 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;
16. Standard Erosion and 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:
a. 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 Manual.
b. 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 Manual.
d. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
e. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
17. No Impacts Beyond those in Application
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.
18. No Sediment and Erosion Control Measures in Wetlands
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 or locally delegated
program has released the project.
Non-compliance with or violation of the conditions herein set forth by a specific fill project shall
result in revocation of this Certification for the project and may 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 if it is determined
that the project is likely to have a significant adverse effect upon water quality including state or
WQC #3494
federally listed endangered or threatened aquatic species 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: 31 December 2004
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3494
WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES). 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
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) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 26 .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 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, excavation, 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. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• 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, excavating, 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 #3402
• Lakes and Ponds - 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.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1/3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 2B.0101(e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
2. 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 26.0200. 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 213 .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;
3. 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), 2B.0213 (WS-II),
213.0214 (WS-III) and 2B .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
WQC #3402
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;
4. 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 (Tr), 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.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 2B.0104(m) and 2H .1000 to.1007,
respectively, in addition to that required in this General Certification.
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.
5. 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-I and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
6. 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
WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
7. 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 an entire project. 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 Riparian Area Protection Rules (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. 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;
8. 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 (or a
stable reference reach if the existing channel is unstable), 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, A-Jacks, concrete, gabions or other
hard structures 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. 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;
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;
WQC #3402
10. 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;
11. 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;
12. 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;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. 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;
15. 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
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands . DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. 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;
18. 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 18, 39, 41, 42, 43 or 44,
whichever is sooner.
WQC #3402
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 # 3402

& 7-;A 2 0 0
NCDENR a
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director
William G. Ross Jr., Secretary
September 26, 2006
MEMORANDUM:
P2, rr,-, I rqrl 0 wr".2, B
SEP 2 7 2006
DENR - WATER QUALITY
WETLANDS AND STORUWATER BRANCH
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Live Oak Developers, Inc., c/o Lee Biggars
Project Location: off NCSR 1519, adjacent to Fullards Creek, Sneads Ferry, Onslow Co.
Proposed Project: development of an 18-lot S/D, with 9-slip dock, and boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 18, 2006. If you have any questions regarding the proposed project,
please contact Jon Giles at [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 1108; Post Consumer Paper
w
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Live Oak Developers, Inc. / Lee Big gars
2. LOCATION OF PROJECT SITE: The project site is located at the end of Anchor Ln., adjacent to Dullards
Creek in Sneads Ferry, Onslow County.
Plioto Index - 2000: 29-398: N,0(19) 1995: 29-385: L,M(15) 1989: 4 168 9: W(9)
State Plane Coordinates - X: 2484593 Y: 290570 GPS File: Q080917A
Lat: 34'32'153 1250" N Lou,(,,: 77°23'27.10719" W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/09/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Complete on 06/22/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County
Classification From LUP - Limited transitional / Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - Septic
(F) Type of Structures: Existing -N/A
Planned - 18-lot subdivision, 9-slip docking facility and boat ramp
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FIi.I.F,D C)THFR
(A) Vegetated Wetlands - Coastal Wetlands
90 ft.2
(B) Non-Vegetated Wetlands - open water 90 ft.2 168 ft.2 632 ft.2
(incor x)rated)

(C) Other (Highground) 102,267 ft.2
(disturbance)
(D) Total Area Disturbed: 103,547 ft.'
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing install a 6' x 77' conununity pier with a I W x 17'
L-Head, 9 boat slips, a 12' x 36' boat ramp and a 5' x 95' boardwalk to serve an 18-10t subdivision Known as Live
Oak Cove.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper,
Live Oalc Developers, Inc.
Page Two
9. PROJECT DESCRIPTION:
The project site is located at the end of Anchor Lane adjacent to Fullards Creek, in Sneads Ferry, Onslow
County. To get to the site from Wilmington take US Hwy 17 N to Old Folkstone Rd. (NCSR 1519). Turn right
onto Clay Hill Rd. Then take your first right onto Bill Canady Rd. (in the sharp curve before Escoba Bay).
Travel approximately 0.5 miles to Billings Creek Rd (this is a dirt road on right just past "S" curve in road).
Take a right onto Billings Creels Rd. and take the first left onto Anchor Lane Travel to the cul-de-sac and the
project area is located on the water ward side of the brick house. The property is approximately 9.7 acres as
stated on the application. The property is boarded by Fullards Creek to the south, Billings Creek Rd. to the
north and, residential properties on the east and west. The roadway and utility installation for the subdivision is
currently underway and there is one existing single-family dwelling located at the end of Anchor Ln. The current
elevation of the property is approximately 8' above mean sea level (MSL) and slopes gradually to FL11 lards
Creels. The high ground portion of this property consists of Live Oak (Quercus virginiana), Yaupon (flex
votnitoria), Wax Myrtle (11yrica cerifera) and various evergreens. There are coastal wetlands located on the site
consisting primarily of Black Needlerush (Jitncus roetnarictnus), Salt Meadow Giass (Spartina patens), and Salt
Marsh Cord,,rass (Spartina alterniflora). The coastal wetlands vary in width from 5' to 10'. The normal high
water (NHW) line is located along the waterward edge of the coastal wetlands.
The Onslow County Land Use Plan classifies the upland areas of this project as Limited transitional /
Conservation. The waters of the project site are classified as SA by the NC Division of Water Quality. The NC
Division of Marine Fisheries has designated this area of Fullards Creel: as a Primarv Nurserv Area. and the
waters adjacent to the proposed project are closed to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to develop an 18-10t subdivision including the installation Of a Co111n1L11111 ' dock and
boat ramp. The proposed pier would measure 6' x 77' and would have an 11' x 17' L-head. There WOUld also
be 11 mooring pilings that would allow for the docking of 9 boats. The slips would be designed to create
perpendicular boat slips. The water depth at the end of the dock would be approximately -32' @ NLW. The
applicant is also proposing to install a 12' x 36' boat ramp. The ramp would extend approximately 20'
waterward of NHW and 16' landward of NHW. There is an approximately 6' wide fringe of salt marsh
cordgrass that transitions to an approximately 5' wide band of high marsh. The salt marsh cordgrass fringe is
sparsely vegetated due to shading from an adjacent oak tree. The water depth at the end of the boat ramp kvould
be approximately-2.6' @ NLW. In addition, the applicant proposes to install a 5' x 94' boardwalk along the
shoreline located landward of the upper limits of the coastal wetlands.
The applicant has already received state approval from NC DWQ Permit No. SW8 050305 and NC DLQ Permit
No. Onslo-2005-256 for the subdivision of this parcel into an 18-lot subdivision with all associated utilities and
roadways. The lots would range in size from 0.34 acres to 0.68 acres at a proposed density of 1.9 units per acre.
All of the subdivision land disturbance would be located outside the 75' Estuarine Shoreline AEC.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Live Oak Developers, Inc.
Page Three
10. ANTICIPATED IMPACTS
The proposed project would disturb approximately 102,267 sq. ft. of high ground area. The proposed
community dock would incorporate approximately 632 sq. ft. of Estuarine Waters and Public Trust Area. The
proposed boat ramp would disturb approximately 180 ft.' of shallow bottom and would result in the removal of
approximately 90 sq. ft. of Spatina alterniflora marsh. The proposed boardwalk would disturb approximately
470 sq. ft. of high ground.
Submitted by: J. W. Giles Date: September 26, 2006 Office: Wilminaton
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Project Narrative
Live Oak Cove Subdivision Community Dock Facility
May 10, 2006
The proposed project is located on the north side of Fullards Creek in Onslow County, North
Carolina. The project site can be reached by using Old Folkstone Road (SR 1519) to Clay Hill
Road (SR 1518) to Bill Canady Road (SR 1520). Take a right turn at the first road off Bill Canady
Road onto Billings Creek Road. The entrance to the project site is the first road to the left now
known as Anchor Lane. Follow Anchor Lane to the end taking the left fork near the end.
At the end of the access road there is an existing house. The tract of land is approximately 9.5
acres in size. It has been subdivided into 18 building lots with a central access road serving all
the lots. The lots range in size from 0.34 acres (14,814 s. f.) to 0.68 acres (29,620 s. f.). At
present there is no highground development proposed within the Estuarine Shoreline Area of
Environmental Concern (AEC). The project has been issued both Stormwater and
Sedimentation/Erosion Control approval by NC DWQ and NC DLQ. NC DWQ issued Stormwater
Permit No. SWS 050305. NC DLQ issued Onslo-2005-256 - EXPRESS OPTION.
The shoreline of the property is approximately 115' in length. A 5' wide common property
corridor has been set aside along the shoreline of the property. At the southwest corner of the
property there is very sparse stand of Spartina a/ternitlora marsh. There are scattered stems of
this species within this location. Moving east along the shoreline there an area devoid of any
vegetation located in the shade of a substantial live oak tree. To the east of the unvegetated
area both S, a. and Juncus romerianus form the wetland border of the property. At the extreme
eastern point on the shoreline there is a drainage way that extends along the eastern side of the
tract. The waters of Fullards Creek are classified as SA and are xxxx. Water depths in the project
area range from -2.6' NLW to -3.2 NLW. The waterbody is approximately 600' wide in the project
area. There are existing piers located to either side of the project area.
The applicants propose to construct a pier and a boat ramp in order to provide access to the
waters of Fullards Creek for property owners in the subdivision. The pier will extend out
approximately 77' and will terminate in a 10'x 17' platform. A total of 11 mooring pilings will be
installed. There will be 5 along the east side of the pier and 6 on the west side. The pilings will
be aligned approximately 24' off the pier. This will allow for the docking of nine (9) boats. The
boat ramp is proposed at the southwest comer location. The proposed structure will be
approximately 12' wide and have a total length of 36'. Approximately 20' of this length will
extend beyond the MHW contour.
Cci'?1EJ
17 4 1"
VAY 12 2100
Form DCM-MP 1
2 0 0 S 1 5 6 S
APPLICATION* 1"waV91
(To be completed by all applicants) SEP 2 7 2006
UENR - WATER QUALITY
b. City, town, community or IUD STORMWATER BRANCH
sa?„A-mss FERay C? H?n?N,ry
1. APPLICANT
c. Street address or secondary road number
a. Landowner: _ 0r* lye !S19 • sac AO.Wcu'?'t Ve
t?E,? 3 ? ? BAR
Name L1t/? OAK Diet) ML1 I NG d. Is proposed work within city limits or planning
jurisdiction. Yes _ X No
Address PO SnX Z'77_7
City S State #,J G
Zip 29445 Day Phone q (O 3 2$ -S Z.ZZ
Fax q10 329- SD©6
b. AuthorizeLAg??ONMCNTh, f?i Cd Ill sd L T7A1v
Name G 2oy6gn T SM6L- D Tr
Address q,815- 0-A2d U A A- 6&CU
City WILM I Aid, Q State N L
Zip Z $ 412- Day Phone 910 T94 - 4S'56-
Fax Quo 149 - 945 3 r
c. Project name (if any) L- 1 U t* OA I< Co V E
Co AA "d nl , liq p a c k s
NOM PermU,Vitt be itmed in ram w of toaowner(r), arWar
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County t? 05 t" M W
Revised GM
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) FU Lt. Q a-n s C2 F_LM-k
3. DESCREMON AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or. filling activities.
coot shr'X_- k 9 s i I g « l,t?
rrt tx,c
a u boa-t
b. Is the proposed activity maintenance of an existing
project, new work, or both? A e
c. Will the project be fo public, private or commercial
use? ?r%g0LM - 5"V 6'Ud%9'7 ace
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is'needed, pplease attach
additional pages. A q rS (1 a ctot,( LL-i
-tom Rrov«f.D 0,441 rAMZ-I 2"CLE C.
v CL)
VAY 1 ? %006
Form DCM-MP-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER a>e1A 0m a 2=4k .c-. }c k.-
CHARACTERISTICS
a. Size of entire tract IA y (m 01 s 7 4 eyes n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. _
Size of individual lot(s) 'rr01%4 0 ,3y acYS 6 0. fog &-K wastewater, industrial/commercial effluent, "wash

let-
down" and residential discharges.) Y1
c. Approximati elevation of tract above MHW or
NWL 1?- 0 a i k M 5,1
d. Soil type(s) and texture(s) of tract o. Describe
isting drinking water supply source.
"
e. Vegetation on tract WL%ned 12 LuA --
1f?ayd?eg? 5 - lawt^ •aYa c S
f.
s now o
Man-made. f MA
n tract 2K, gv 0100s?

5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form the
classification of the site? (can uk ae tocd k„ d we>zwL) following items must be su
bmitted
? Conservation _ Transitional(t lw?rTj?b)•
Developed Community A copy of the deed (with state application only) or
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is theXct z ed,by local government? claiming to be the owner of said property, then
K -- 1VV?? forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? A Yes No
C4Mch zaiag e?nQfiance orni, fcWe, tf qV aobk) • An accurate, dated work plat ('mcluding plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been info on an 8 1/2' by I V white paper. (Refer to
done for the tract? Yes No Coastal Resources Commission Rule 71.0203 for a
If yes, by whom? detailed description.)
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes 7, No
1. Are there wetlands on the site? -I-fYes No
Coastal (marsh) -_ Other ;-
If yes, has a delineation been conducted? NO
Onaab doamrnad-, ija-aabk)
Pkase note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
RECEIVED
DCM WILMING ; ON. NC
Revised 03195
"fAl?y 1 ? 2006
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that -uch owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name m s . e I certify that I am authorized to grant, and do in fact,
Address viol Sc.?t't? SMau, r ,Mt grant permission to representatives of state and federal
Phone *It o 3 2t$ - 03 &A review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name M r permit application and follow-up monitoring of the
Address Z L I c l rv It proj-,
Phone t 3 2-7 :1 is 7 I 2?
Name
Address
Phone
I further certify that the information provided in this
application is truthful to the best of my knowledge.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates. DVA gW q 050 3 OS
91., A - 0 NS i-o - A ooS -2SG - Fx f aGss
This is the t? day of M2:? +9-Z f°
c .Rob str? Jr'Y
Print Name e,rfi
1 /
Signature
Lmido*wr or Ardr razed Agent
• A check for $250 made payable to the Department of
Environment, Health; and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please indicate attachments pertaining to your proposed
Project-
DCM MP -2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE. Please sign and date each atrachrnent in the
space Provided at the bottom of each form.
R E C E 1 V E D
?C^J? '?;ViLwi1NG70ii\l, 1C
r
Revised 0319S
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial LCommunity _ Private
(2) Number t
(3) Length
(4) Width
(5) Finger Piers Yes _74, No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) _ Yes No
(i) Number l
(ii) Length 17,
(iii) Width to
(7) _ Number of slips proposers 9
(8) Proximity of structure to adjacent riparian
property lines 7 15 1
(9) Width of water body a q 1P. to QO
(10) Water depth at waterward end of pier at
MLW or NWL ' 3 S dot L u?
b. Boathouse (including covered lifts) hI2.
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) V+ fik
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) VIA
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys V111?
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -&Community _ Private
(2) Number l1
(3) Length
(4) Width Oft t2- 'r& vk ES
g. Other (Give con piers desertion)
8oaxdWOA?- 5 1 X9(0
Q\ 10-y- Cb ww'-C" aV ec."
1--1 \/E OAK COVE D?A1'At1N ttt1?4C
Applicant or Project Name '
Signature
IMw.,
Date -- r -

Revised 03/95
Form DCM-MP 2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Float
Exfs ft PrglW
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
st Wizelion)
tAngm W1Gm uepm
36' 112. `
;_,'
1. EXCAVATION `n1:,
a. Amount of material to be excavated from below
MHW or NWL in cubic yards V? /?-
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL '^ 16-
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
Form DCM-MP 2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
If yes, .
(1) Amount of material to be placed in the
water a IPyo- ra , S C-l es _
(2) Dimensions of fill area 12 "x' 2 o Sc
(3) Purpose of fill QPa,-& - ?r&%4&le
3. SHORELINE STABILIZATION h (a-
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of inforywdon)
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
re- Yes No
If yes,
(1) Dimensions of fill area t 2 ?x s
(2) Purpose of fill t;t? ra jg:Je
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? 2Z r2d rn-?
:Get w? S
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?b (.w e
c. Will wetlands be crassed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? -i ?--- '• : .
Yes No ceswcAixMI;,it?' C .,
MA".( 2 9 (20H

Appfimt or Pro ect Name
m? /), to EGG
Date
Revised 03/45
Form DCM-MP 3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Co tnnw? e., va'd l l?-vvn-
-VVQ r cew.y. Q? ^ urOYS?e
b. Number of lots or parcels 19
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
A Yes No
If yes, date submitted SW & D so acs I%IV44
i.. Describe proposed method of sewage disposal.
t?&w tQ?.al wi2ltS °^d 5???shc 1't},?ks
c. Density (give the number of residential units and the
units per acre) t , 4 Uvtt4SZCur-rz-
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 102 , 2(67 2 1
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x_ Yes No
If yes, date submitted Qn 3(o - Z fnLr- ZRo FY,0yr
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
j. Have the facilities described in Item i. above
received state or local approval? Aic.
(Atwch appropriate do-tadon)
k. Describe location and type of proposed discharges to
waters of the state (for example, , surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash own" and residential discharges).
k 2
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m. Will water be impounded? Yes >- No
If yes, how many acres? \A. 4E
n. If the project is a oceanfront development when
was the lot(s) platted and recorded? to 3-
L we QM)_ Que Gj). CovAmo tJtTz1 ?bc1trtT
g. Give the percentage of the tract within 75 feet of AppHmnt or Pcojea Name
MHW or NWL, or within 575 feet in the case of an
sss__/ v
Outstanding Resource Water, to be covered by S?nacure `
impervious and/or built-upon surfaces, such as pp
pavement, b ' s, rooftops, or to be used for 2
vehicul driveways r parking. l3 % } ^';?j?,,i `•;!-? _ ?`
Revised 03/95
STREET CROSS SECTION
NOT TO SCALE
2 , -.- 26' S 2,
5
ASPHALT ASPHALT.
SIDEWALK CURB/GUTTER
BITUMINOUS
ASPHALT
COMM M"* ¢ ""
M w CODE MUM, W-- .?
T=. W- Z64W Rob
V
C7
M
obi
o O r11
rn -
L
Enviroinformation Consulting
Cross section of proposed road
Live Oak Cove .
Sneads Ferry, NC
June 20, 2006 Dimensioned
Supplemental Sheet A
PLOT PLAN PROVIDED BY
GAIRY CANADY LAND SURVEYING
9103 RICHLANDS HIGHWAY RICHLANDS. NC 28574
[phone] [phone] (FAX)
gcanedysurveying0earthl ink.net
'i
600 APVRO]. CDOE
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SPERBY LIRE \\?, " /
WAIIAM 1X4
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o0 35, Po DO SHFPARD
W 1444, PO 14 `? / IB 22. PC N
/ 08 1003. PO 255
200 0 100 200 400 800
( IN FEET )
I inch = 200 ft.
PROPOSED PIER AND DOCKING
FOR : LIVE OAK COVE SUBDIVISION
SURF CITY, N.C.
ONSLOW COUNTY
LEE BIGGAR
DATE: 4.17.06
VIGINRY ?K Gtl
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Q[9 @ [a od[qrl p
SEP 2 7 2006
DENR - WATER QUALITY
WETLANDS AND STORMATER BRANCH
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CRT
PROPOSED PIER AND DOCKING
FOR LIVE OAK COVE SUBDIVISION
SURF CITY, N.C.
ONSLOW COUNTY
LEE BIGGAR
DATE: 4.17.06
20 0 10 20 <0 80
( IN FEET )
I inch = 10 ft.
ml??p vizvor.
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L ER PILINGS
PROPOSED PIER AND DOCKING
FOR : LIVE OAK COVE SUBDIVISION
SURF CITY, N.C.
ONSLOW COUNTY
LEE BIGGAR
DATE: 4.17.06
i10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.

I 1 -3.2 - SEP 2 -1 2006
II II
DENR • WATER QUALITY
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