20060477 Ver 1_COMPLETE FILE_20060321

0- T C= 0 U - (:) 1? 'Yl
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA28402-1890
IN REPLY REFER TO October 13, 2006
Regulatory Division
Action ID. 200600772
Andy Simmons
1690 Royster Road
Leland, North Carolina 28451
Dear Mr. Simmons:
By copy of the North Carolina Department of Environment and Natural Resources
(NCDENR) letter to you of May 22, 2006, we have learned that North Carolina Coastal
Management Consistency Certification for your proposed plans to construct a boat basin and an
elevated travel lift rail system at 1690 Royster Road, adjacent to the Cape Fear River, near
Navassa, Brunswick County, North Carolina has been denied. The Coastal Zone Management
Act provides that no Federal permit may be issued for an activity within the coastal zone where
the State has denied a consistency certification. Accordingly, your Department of the Army
application is hereby denied, without prejudice, and your file has been retired.
Appealing this decision with the state is your next step in the permit process. Should you
be successful in obtaining a consistency certification from the state your file will be reactivated
and you will receive Federal authorization for the project.
Mr. Henry Wicker of the Wilmington Regulatory Field Office staff is available to answer
any-questions-you--may-have or-to-assist-you-in-developing-a-revised-plan-Mr -NVicker- y-be --
reached at telephone [phone].
Sincerely,
C •
Samuel .Jolly
Chief, Regulatory Division
Enclosure
1

Copies Furnished:
'-%1s. Becky Fox
Wetlands Regulatory Section - Region IV
U.S. Environmental Protection Agency
Atlanta Federal Center
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive extension
Wilmington, North Carolina 28405
North Carolina Division of Marine Fisheries
Post Office Box 769
Morehead City, North Carolina 28557
North Carolina Wildlife Resources
Commission
Division of Inland Fisheries
1721 Mail Service Center
Raleigh, North Carolina 27699-1721
lir. Ron Sechler
National Marine Fisheries Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and
Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Ms. Cyndi Karoly
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
2321 Crabtree Boulevard
Raleigh NC 27604-2260
C?d??ao?7
NCDENR
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
May 22, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED V II?i
MAY 2 4 2006 0 C T 2 4 2006 V
Mr. Andy Simmons/Cape Fear Boatworks
. ?, 1690 Royster Road ? REC-ULAI? oENa _ WATER QUALITY
Leland, NC 28451 WETI MIDS AND STORMWATER BRANCH
Dear Mr. Simmons:
This letter is in response to your application for a Major Permit under the Coastal Area
Management Act (LAMA), in which authorization was requested to 'construct a boat basin and
elevated travel lift rail system on the Cape Fear River, in Brunswick County. Processing of the
application, which was received as complete by the Division of Coastal Management's
Wilmington Regional Office on January 23, 2006, is now complete. Based on the state's review,
the Division of Coastal Management has made the following findings:
1) The joint State and Federal review of the project was generally favorable.
2) The proposed project is located within a Primary Nursery Area (PNA), as
designated by the North Carolina Marine Fisheries Commission. Approximately
1,150 square feet of Primary Nursery Area habitat would be excavated as a result of
the proposed project.
3) Based upon the above referenced findings, the Division has determined that the
proposed project is inconsistent with the following rule of the Coastal Resources
-- Commmission.- --_ _
a) 15A NCAC 07H.0208(b)(1), which states that "Navigation channels,
canals, and boat basins shall be aligned or located so as to avoid primary
nursery areas, highly productive shellfish beds, beds of submerged
aquatic vegetation, or significant areas of regularly or irregularly
flooded coastal wetlands."
Given the preceding findings, it is necessary that your request for issuance of a CAMA
Major Permit under the Coastal Area Management Act be denied. This denial is made pursuant
to N.C.G.S. 113A-120(a)(8) which requires denial for projects inconsistent with the state
guidelines for Areas of Environmental Concern or local land use plans.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
•
Andy Simmons/Cape Fear Boatworks
May 22, 2006
Page 2
If you wish to appeal this denial, you are entitled to a hearing. The hearing will involve
appearing before an Administrative Law Judge who listens to evidence and arguments of both
parties and then makes a recommendation to the Coastal Resources Commission. Your request
for a hearing must be in the form of a written petition, complying with the requirements of
§150B of the General Statutes of North Carolina, and must be filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714, within twenty
(20) days from the date of this letter. A copy of this petition should be filed with this office.
Also, you are advised that as long as- this state permit denial stands, your project must be
deemed inconsistent with the N.C. Coastal Management Program, thereby precluding the
issuance of federal permits for -this this project. The Federal Coastal Zone Management Act'(CZMA)
gives you the right to appeal this finding to the U.S.. Secretary of Commerce witfiin thirty days of-
receipt of this letter. Your appeal must be on the grounds that the proposed activity is (1).
conslstent with the objectives or purposes of the CZMA, or (2) is necessary in the interest of
national security, and thus, may be federally approved.
Met-bers of m staff are available to assist you should you desire to modify your
proposal in the future. If you have any questions concerning this matter, please contact Mr.
Doua Huggett at (262) SOS-2808, extension 212.
Sincerely,
i
r
Charles S. Jones t
cc: Colonel John Pulliam - U.S. Army Corps of Engineers, Wilmington, NC
David Kerrredy, Director - OCRtiI/NOAA, Silver Spring, MD
Henry Wicker, ACOE
DC.%I -_Morehead City
DC_N1- Wilmington

-D,,q 2oC-)(,- 04-1
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Henry Wicker
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
May 12, 2006
Subject: Action ID # 200600772, Andy Simmons, Brunswick County, NC
Dear Mr. Wicker:
Fm (0;:n, F4 0 W 12
MAY 3 0 2006
DENR - WATER QUALITY
WETLANDS AND STCKttMTER BRANCH
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject
Public. Notice (PN), dated February 22, 2005. The applicant, Andy Simmons for Cape Fear Boat
Works, has applied for a Department of the Army (DA) permit to dredge a boat basin and construct
an elevated travel lift rail system on the Cape Fear River. The proposed work is being considered
under Regional General Permit 198000291, a permit/processing agreement for work that has been
approved pursuant to the North Carolina Coastal Area Management Act (LAMA). These comments
are submitted in accordance with the Fish and Wildlife Coordination Act (FWCA) (48 Stat. 401, as
amended; 16 U.S.C. 661-667d). Comments related to the FWCA are to be used in your
determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your public interest
review (33 CFR 320.4) in relation to the protection of fish and wildlife resources. Additional
comments are provided regarding the District Engineer's determination of project impacts pursuant
to section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
Proposed Activities and Anticipated Impacts
The project area, proposed work, and anticipated impacts are described in the Field Investigation
Report (FIR), dated March 15, 2006, of the North Carolina Division of Coastal Management
(NCDCM). The project site is adjacent to an industrial area on the west side of the Cape Fear River
north of the Town of Navassa. While the shoreline is unvegetated under an existing steel ramp, areas
adjacent to this ramp have coastal wetlands both above and below mean low water (MLW). The
wetland fringe is approximately 33 feet wide near the existing ramp. Both above and below the ramp
area the riparian area transitions to cypress/gum swamp. This indicates that the area is a tidal
freshwater area, a unique and valuable community. The area is designated as a Primary Nursery
Area (PNA) by the North Carolina Division of Marine Fisheries.
The applicant proposes to dredge an access channel landward from the -8.0-foot depth contour. This
channel would be 30 feet wide and extend approximately 46 feet to the normal high water (NHW)
line. Creation of the channel would require the removal of 450 cubic yards (cy) of material. From
the landward edge of this channel, dredging into uplands would create a boat basin 75 feet long by 30
feet wide with a depth ranging from -8.0 to -6.0 feet at the landward end. Creation of the basin
would require removing 800 cy of material. A bulkhead would be constructed on both sides to the
basin and access channel. From the landward edge of the coastal wetlands out to the -8.0-foot depth
2
contour the bulkhead would be constructed as a low water retaining wall, or breakwater, with no
backfill and anchor poles for support. Along each side of the basin, a four-foot-wide boat lift track
would be constructed at an elevation of 14 feet.
The FIR states that construction of the access channel would result in the deepening of approximately
780 square feet (ft) of shallow bottoms designated as PNA and the excavation of 858 ft2 of
previously disturbed and unvegetated shallow bottoms. The proposed travel lift rails, wash down
area, and marl apron would result in 12,420 ft2 of impervious surface adjacent to the river.
Approximately 440 ft2 of impervious surface would be within the 75-foot Estuarine Shoreline Area
of Environmental Concern.
Federally Protected Species
The Service has reviewed available information on federally-threatened or endangered species
known to occur in Brunswick County. We have also reviewed information from the North Carolina
Natural Heritage Program (NCNHP) database which contains excellent data on special status species,
both federal and state. This database can be accessed by topographic quadrangle (quad) of the U. S.
Geological Survey (USGS). Data from USGS quads provide the most project-specific information
on species which should be considered in permitting this project. The project area is located in the
Leland quad. The occurrence data of special status species within this quad can be obtained on the
internet at < http://www.ncnhp.org/Pages/heritaiZedata.htm] > under the Database Search section.
Our review indicates that the only federally listed species likely to occur in the project area is the
West Indian manatee (Trichechus manatus), a federally-endangered mammal. While there are no
current records for this species in the Leland quad, the species. has been reported in the Cape Fear
River near Wilmington and well inland on the Northeast Cape Fear River in Pender County. The
Cape Fear River in the project area may provide suitable habitat for manatees that move along the
Atlantic Coast and into coastal rivers during summer months. Manatees are seasonal transients in
North Carolina, primarily from June through October. Manatees may use water as shallow as one
meter (3.3 feet) deep. The species moves extensively when in North Carolina waters and past
occurrence records cannot be used to precisely determine the likelihood that it will be presence at a
particular construction site.
Existing water depths in the proposed boat basin area appear to be sufficient for manatee use. The
proposed dredging as well as vibrated or driven pile installation may pose a risk to manatees. To
protect manatees in North Carolina, the Service developed guidelines entitled "Precautions for
General Construction in Areas Which May Be Used by the West Indian Manatee in North Carolina."
These guidelines address all types of in-water construction, except blasting, and should produce little,
if any, additional expense. The guidelines are intended mainly to ensure that: (1) construction
personnel are informed that manatees may occur in the work area; (2) work should cease if a manatee
approaches the work area; and (3) work should not resume until the manatee leaves the work area.
They also include procedures for reporting the death or injury of a manatee. These guidelines are
available on our web site at < http://nc-es.fws.gov/mammal/manatee euidelines.pdf>. The risk to
manatees could be reduced to an acceptable level by the implementation of the Service's guidelines.
The risk would be further reduced by performing the work during the period of November through
May.
With the inclusion of our manatee guidelines, the Service would concur with a determination by the
District Engineer that the action is not likely to adversely affect species designated as threatened,
endangered, or their designated critical habitat. The Corps' requirements pursuant to section 7 of the
ESA would be fulfilled. However, the Corps must reconsider its obligations under section 7 if. (1)
new information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered; (2) this action is subsequently modified in a manner
which was not considered in this review; or, (3) a new species is listed or critical habitat determined
that may be affected by the identified action.
Service Concerns and Recommendations
We note that the NCDCM has recommended denial of a state permit for the proposed work. This is
due to the request for new dredging in a designated PNA which is inconsistent with the Specific Use
Standards given in 15A NCAC 07H .0208 (b)(1). This regulation states that boat basins shall be
aligned or located so as to avoid PNAs.
While we recognize the relatively small direct impact of the proposed dredging in the PNA, the
Service shares the concerns of the NCDCM. While direct impacts would be small, the need for
periodic maintenance dredging and the actual operation of the boat lift would adversely impact a
greater area of PNA than the footprint of the access channel and impacts would extend into the
future.
At this time we support the position of the NCDCM and recommend that a DA not be issued for this
work. The fisheries resources dependent on PNAs provide great value to both commercial and
recreational fishing interests. Such resources should not be harmed for a commercial enterprise
which can be created in less critical areas. We would recommend that it may be possible to develop
a new design which would eliminate the need for dredging the shallow river bottom. A design which
could lift boats out of the deep water (which is very near the shoreline) and carry them over the
shallow area to the work area would eliminate the need for dredging. The Corps should encourage
the applicant to investigate the feasibility of designs which avoid environmental impacts.
The Service appreciates the opportunity to comment on this permit application. If you have
questions regarding these comments or wish to discuss the development of the coordinated federal
position, please contact Howard Hall at 919-856-4520, ext. 27 or by e-mail at <
[e-mail] >.?--?
Pete B01
Ecological Services Supervisor
cc:
Ronald Mikulak, US Environmental Protection Agency, Atlanta, GA
Ron Sechler, NOAA Fisheries, Beaufort, NC
Steve Everhart, NC Wildlife Resources Commission, Wilmington, NC
Jim Gregson, NC Division of Coastal Management, Wilmington, NC
John Domey, NC Division of Water Quality, Raleigh, NC

o?oF W ArEgQG Michael F. Easley,Govemor
7 3l ? r\ 5 ; q n William G. Ross Jr., Secretary )UJUNorth Carolina Department of Environment and Natural Resources
?_
Q Q? Alan W. Klimek, P.E. Director
Division of Water Quality
p May 9, 2006
DWQ Project # 060477
Brunswick County
Mr. Andy Simmons
1690 Royster Road
Leland, NC 28451 1 (_ ^y } t
Subject Property: Cape Fear Boat Works $? a ` ` r t)4
s`'_ i
1690 Royster Road, Leland
NI AY 1 2 ?,1,
Approval of 401 Water Quality Certification with Additional Conditions DENi< _ V" AhER
sFEIW 7:i! !Drf_l Jui{ i
Dear Mr. Simmons:
You have our approval, in accordance with the attached conditions and those listed below, to dredge or
otherwise impact 0.18 (780 sq ft) acres of unvegetated previously disturbed Coastal Wetlands and 0.02
acres (858 sq ft) of open water for the purpose of constructing an access channel to an upland boat basin
at the subject property, as described within your application dated January 20, 2006 and received by the
N.C. Division of Water Quality (DWQ) on March 16, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number 3400 (WQC 3400).
The Certification allows you to use the CAMA Major Permit when issued by the Division of Coastal
Management. 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 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 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 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 (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream N/A (feet)
Coastal Wetlands 0.18 (acres) Dredge Area 1 & 2
Waters 0.02 (acres) Dredge Area 1
Buffers N/A (square ft.)
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
Phone [phone] Customer Servicel-877.623-6748 One
FAX [phone] Internet: www.ncwaterquality.org NorthCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recyded/10% Post Consumer Paper
Mr. Andy Simmons
Page 2 of 3
May 9, 2006
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, instaliation and operation and maintenance of such Best
11anaaernent 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 Erasion Control Planning and Design Afanual.
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-o«ned 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. 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. Installation of a sediment current around the dredge area is
recommended.
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. NPDES General Permit NCG190000 for Stormwater Discharges associated with Activities classified as
Marinas and/or Ship and Boat Building and Repairing
Coverage under this general permit is applicable to all owners or operators of stormwater point
source discharges associated with activities classified as establishments primarily engaged in Ship
and Boat Building and Repairing and Marinas. This General Permit allows stormwater to be
discharged during boat building and repairing activities as stipulated by conditions in the permit.
All persons desiring to be covered by this General Permit must register with the Division of
Water Quality by the filing of a Notice of Intent (NOI) and applicable fees. The NOI shall be
submitted and a certificate of coverage issued prior to any discharge of stormwater associated
with industrial activity that has a point source discharge to the surface waters of the state. Any
o«ner or operator not wishing to be covered or limited by this General Permit may make
application for an individual NPDES permit in accordance with NPDES procedures in 15A
NCAC 2H .0100, stating the reasons supporting the request. Any application for an individual
Mr
Andy Simmons
Page 3 of 3
May 9, 2006
permit should be made at least 180 days prior to commencement of discharge. A copy of the
NOI, General Permit No. NCG190000, Stormwater Discharge Outfall Monitoring Report (SDO),
and the Technical Bulletin (TB) are attached. A copy of this permit and monitoring report forms
may also be found at http:l/h2o.eiar.state.nc.us/su/Fonns Docwnents.hi n.
6. Concrete Wash Down Area for Boats
Prior to constructing the proposed concrete wash down area for boats, you must contact the
Brunswick County representative for requirements associated with the pretreatment of
wastewater. Pretreatment of the wastewater from the wash down of boats is required before it is
discharged into the municipal sewer system.
7. 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.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved 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.
Since ely;'
AWK/nrnl
41 Alan W. Klimek, P.E.
Enclosures: WQC 3400
NOI, NPDES General Permit No. NCG190000, SDO Monitoring Report Form, & TB
Certificate of Completion
cc: R. Mark Walton, P.E., Walton Engineering
Henry Wicker, USACE Wilmington Regulatory Field Office
Ian McMillan, DWQ 401 Oversight Unit, Raleigh
DLR Wilmington Regional Office
Noelle Lutheran, DWQ Wilmington Regional Office, File Copy
%4 T
Central Files THIS;", Is NO
Filename: 060477.ma 6
A 0%
tAMA' PE MIT
THIS IS NOT
A CAMA 0 11 P Eiqi ? WQC #3400
A PERMIT CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF
COASTAL MANAGEMENT AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with requirement of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B.0200 for the discharge of
fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality Certification
Number 3025 issued on September 6, 1995, Water Quality Certification Number 3112 issued on
February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water
Quality Certification Number 3371 issued March 18, 2002. This WQC is rescinded when the
Corps of Engineers re-authorizes Regional General Permit 0291 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 conditions hereinafter set forth.
Conditions of Certification:
1. Activities authorized by CAMA major permits require written concurrence from the
Division of Water Quality as well as compliance with all conditions of this General
Certification;
2. Activities authorized by Coastal Area Management Act (CAMA) Minor or General
Permits do not require written authorization from the Division of Water Quality as long
as they comply with all other conditions of this General Certification;
3. In accordance with North Carolina General Statute Section 143-215.30(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. The fee shall be
collected and distributed between the two agencies in accordance with agreements
reached between the Division of Water Quality and the Division of Coastal
Management;
4. 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. 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. 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;
WQC #3400
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. Impacts to any stream length in the Neuse and Tar-Pamlico 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 from DWQ in accordance with
15A NCAC 26.0200. 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. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification;
7. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored after the Division of Land Resources has
released the project;
8. 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;
9. 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;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact
with freshwaters of the state until the concrete has hardened;
11. Additional site-specific conditions may be added to projects which have applied for
CAMA major permits which are proposed under this Certification in order to ensure
compliance with all applicable water quality and effluent standards;
12. 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;
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 the corresponding General Permit 198000291, whichever is
sooner.
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.
WQC #3400
The Director of the North Carolina Division of Water Quality may require submission of a
formal appl;caticn for individual certification for any project in this category of activity that requires
,,v itten 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
Director
WQC #4 3400
Certification of Completion
DWQ Project No.:
Applicant:
County:
Project Name:
Date of Issuance of Isolated Wetland Permit:
, 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,
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
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , 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.
Date:
, 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
401 Projects
Subject: 401 Projects
From: Patricia Collins <[e-mail]>
Date: Wed, 10 May 2006 16:13:04 -0400
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>
The following projects were issued 401 permits:
DWQ#: 2006 0477, Cape Fear Boat Works, Brunswick County
DWQ#: 2005 2179, Pivers Island Bridge, Carteret 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]
1 of 1 5/10/2006 4:18 PM
NCDENR
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
20060477
March 16, 2006 Um'
MEMORANDUM:
MAR 2 1 2006
TO: Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit ®ENR - WATER Qt1.AUTY
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA & Dredge and Fill Permit Application Review
Applicant: Andy Simmons / Cape Fear Boat Works
Project Location: . 1690 Royster Road, adjacent to the Cape Fear River, near Navassa, Brunswick Co.
Proposed Project: Applicant proposes to construct a boat basin and an elevated travel lift rail system
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by April 8, 2006. If you have any questions regarding the proposed project, please contact Jim Gregson
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 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Andy Simmons / Cape Fear Boat Works
2. ! LOCATION OF PROJECT SITE: 1690 Royster Road, adjacent to the Cape Fear River, near
Navassa, in Brunswick County
Photo Index - 2000: 15-155 E-F, 12-13 1995: 15-168 L-M, 16-17 1989: 181-9 K-L, 11-13
State Plane Coordinates - X: 2302070 Y: 191029 GPS - 0031317A
3. i INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10-28-05
Was Applicant Present - Yes and agent
5. PROCESSING PROCEDURE: Application Received - 01/23/06
Office - Wilmington
6. ! SITE DESCRIPTION:
(A) Local Land Use Plan- Brunswick County
(B) Land Classification From LUP - Transitional - Industrial
(B) AEC(s) Involved: EW, PT, CW, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing- Town of Navassa municipal system
Planned- None
(F) Type of Structures: Existing- sunken barge, steel ramp, mooring dolphins
Planned- Boat basin, elevated boat lift track, concrete boat washdown
area
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
(B) Non-Vegetated Wetlands (Open Water) 858 sq. ft.
780 sq. ft.
144 sq. ft.
(incorporated)
(C) Other - Highground disturbance 1,560 sq. ft. 12,420 sq.ft.
(D) Total Area Disturbed: 15,762 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a boat basin and an elevated travel lift
rail system.
Andy Simmons / Cape Fear Boat Works
Page 2
9. PROJECT DESCRIPTION
The applicant's project is located at 1690 Royster Road (NCSR 1431), adjacent to the Cape Fear River, near
Navassa, in Brunswick County. To find the property from US Highway 17/74/76 in Wilmington, take the exit
at Village Road NE (approximately 2.8 miles from Wilmington). Turn right onto Village Road NE (NCSR
1472) and travel approximately 0.6 miles to Navassa Road (NCSR1435). Turn right onto Navassa Road and
travel approximately 1.5 miles to North Navassa Road (NCSR 1430). Continue straight onto North Navassa
Road and travel approximately 1.5 miles to Royster Road (NCSR 1431). Bear right onto Royster Road and
travel approximately 0.1 mile. The project site is at the end of Royster Road adjacent to the Cape Fear River.
The property is a 1.07 acre tract of land located within the boundaries of a 69 acre tract of land owned by High
Rise Service Co., Inc. The property has approximately 200 linear feet of shoreline frontage on the Cape Fear
River and has an average elevation of approximately 14 feet above normal high water (NHW). The property is
located adjacent to an industrial site that has been used in the past as a fertilizer plant and for the off loading
and storage of fish meal. The site is currently being utilized by Cape Fear River Wood for the off loading of
salvaged submerged logs. Existing man-made structures on the site include: a grounded and impaled steel
barge (reportedly sunk during Hurricane Hazel), measuring approximately 190' X 40% a steel ramp for access
to the barge measuring approximately 4' by 34'; a steel ramp measuring approximately 26' X 50' that is
currently utilized for offloading salvaged logs from a barge; and two steel dolphin clusters. The area under the
large steel ramp is unvegetated, however the area on either side of the ramp is vegetated with coastal wetland
species consisting primarily of Bulrush (Scirpus spp.), Sawgrass (Cladium jainaicense) and Cat-tail (Typha,
spp.). This wetland fringe averages approximately 33 feet in width in the location of the ramp. The labeling
on the applicant's work plan drawings (Sheets 3 and 4 of 7) is a bit confusing. The labeling for "grass" are
those coastal wetlands below NHW and the labeling for "wetland" are those coastal wetlands above NHW. To
the east and west of the ramp area the river's edge transitions to a Cypress / Gum swamp. The mean low water
(MLW) line of the river lies approximately 30 feet waterward of the outer edge of marsh. As you move
water-ward from this point the ground elevation drops rapidly to approximately -40 feet at MLW at
approximately 40 feet water-ward of the outer edge of marsh or approximately 10 feet waterward of MLW.
A CA.NlA Major Development Permit (Permit No. 138-84) was issued to A.J. Simmons, Jr. (for Highrise
Services Co., Inc.) on July 13, 1984 for the construction of a new boat basin, dock and travel-lift deck in the
area currently proposed for development. Permit No. 138-84 and application are attached for reference.
The waters of the Cape Fear River in the area of the project are classified SC by the North Carolina Division
of Water Quality. The area is designated as a Primary Nursery Area by the North Carolina Division of Marine
Fisheries and is closed to the harvesting of shellfish.
PROPOSED PROJECT
The applicant is proposing to excavate a boat basin and access channel, construct an elevated travel lift track,
and a concrete wash down basin. The access channel would begin approximately 30 feet waterward of the
outer edge of marsh at the -8.0 feet at MLW contour. The 30 feet wide access channel would be extend
landward approximately 46 feet to the NHW line. From this point a 30 feet wide by 75 feet long upland basin
would be excavated. Both the access channel and boat basin would be excavated to a depth of -0.8 feet at
MLW sloping to -6.0 feet near the head of the basin. The channel and basin would be excavated utilizing a
backhoe and truck. Approximately 450 cubic yards of material would be removed from below NHW and
approximately 800 cubic yards would be removed from above NHW. The material would be transported to a
hiahground area on the 69 acre tract located approximately 350 from the river. A bulkhead would be
constructed on both the east west and south side of the basin and access channel. From the landward edge of
coastal wetlands, out to the -8.0 feet MLW contour line, the bulkhead would be constructed as a breakwater
(with no backfill) and anchor piles on the outside of the basin for support. Along each side of the basin the
applicant is proposing to construct 4 feet wide, elevated, boat travel lift tracks. The pile supported concrete
Andy Simmons / Cape Fear Boat. Works
Page 3
travel lift tracks would be constructed at elevation + 14 feet at MLW and would extend to the upper edge of
coastal wetlands. A new steel dolphin pile cluster would be installed on the northwest side of the
access channel, approximately the same distance off shore as the two existing dolphins. Along the south side of
the boat basin, the applicant is proposing to construct a 26 feet wide by 60 feet long concrete wash down area
with a catch basin and sump pump. Liquids collected from the wash down of boats would be pumped to a
holding tank and ultimately pumped to the municipal sewer system. A new marl apron would be constructed
landward of the wash down area. This area would measure approximately 110 feet by 90 feet.
10. ANTICIPATED IMPACTS
The proposed access channel would result in the excavation of approximately 780 sq. ft. of shallow bottom
habitat within a designated Primary Nursery Area and approximately 858 sq. ft. of previously disturbed and
unvegetated coastal wetlands. The proposed boat basin would result in the conversion of approximately 1560
sq. ft. of highground to open water. The proposed travel lift rail, wash down area and marl apron would create
approximately 12,420 sq. ft. of impervious surface area, 440 sq. ft. of which would be located within the 75'
Estuarine Shoreline AEC. The proposed bulkhead and dolphin would result the incorporation of approximately
144 sq. ft. of estuarine waters and public trust area.
Submitted by: Jim Gregson Date: 03115106 Office: Wilmington
-1
a ?? 6
Yy"
RECEIVED
DCM WILMINGTON. N(
APPLICATION*
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Nacre AN DI( 51 t-t MotJ1i;,
Address 16>90 120Y'! t Et? 1204>2
City Lt-_? t,,) c;, State 1? +C.
Zip 284151 Day Phone 3'7 1- 2.32
Fax [phone]q7{
b. Authorized Agent:
Name ?. MlsdZt-- WdL _(0 K3
Wdt_ tptJ ENlaltJt;?2tNt?
Address
City u2Laa?I State QC
IAN 2 3 2006
b. City, town, community or landmark
Le t._-AS, p ?.1C
c. Street address or secondary road number
1690 eoY?TEt2 Rp Stzt43l
d. Is proposed work within city limits or planning
jurisdiction? Yes No
U. Name of body of water nearest project (e.g. river,
creek, sound, bay) (?.pC 1=C=1?.C? atge2
3. DESCRIPTION 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.
1ZBA0\lE eq! T7 NG RQMP ?XCJaYdTE 1-02 F3d.5iDs
??Gg11, 470fXP??e L°XG6Y?sTEvfA/?TEPJAL.
cot'V'LRVGT EULI MrAo, @GY6TLtFT KATrOPM W46AWV1
CAT49 r_A61M, SUMP LINE To CopTe1NMe1JT VcLot#JZ
Zip 2Z'd.25 Day Phone 216-2z;9-4,590 b
Fax -CA 10 - 25Q 1779
c. Project name (f any)
Gb.P (= F E/? 2 C?D;?.T Flo es
N077. Perry* v.0 be iz ed in nanr of L=17*nerft), andlor
projeat name.
2. LOCATION OF PROPOSED
PROJECT
a. County t3 QU U ? -I I C t?

Is the proposed activity maintenance of an existing
project, new work, or both? 0 e%e-/
c. Will the project be for public, private or commercial
use? Ct? Mt-A ez r i h. L_
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. t=XC-_w&-re P_"A?l Q e'( f3'S 990E
*-lf-11Z AtCE'?'S TO t3C&T U FT. TR4L*V;Mr MaTEO
3oNtc,,? LA1.?et?EA.Gt?Q17rw F?tA.T?t2L/?[.{" 1-?Y
"i't1t000 nN? Ugh NVSTr?,ztal tZ?McuE 5'fi?L.
tZA??tP at ]t? G?G/?t!/S-f e t=02 /-GTo U t=T
P?S51lJ La i7tZUGT Pmt Ki (6, O lbQ -)
EXc??JOT Ate . LokXTtzc C-r "eW 06LeRfl
Td PLoTEGT?S/tJ A3TP_.6f 1C?c'. Les -4C ScJ? ?C
t34ar'(1-> pt-Ace r-") t2 V J6=4- PL ATFO Q-M -
Coo,SrrjZUCT EL-EVhTEt? t_•tc.6 p07-
Tt2AVGL- LIFT.
Rerised 03195
Form DCM-W-1
RECEIVED
DCM WILMINGTON, NC
JAN 2 3 2006
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER 7"b"tir-Z o tr Qwt ,,ss& . 0e
CHARACTERISTICS M vN i Gi IPA t_
a. Size of entire tract 1.07 -k n., Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) I?tA wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) _ Q00e -
c. Approximate elevation of tract above AgiW or WWT W (LL FSE W i-Tzo?-ori E-?.'.at 0 &JUD
NWL 14' 4 C--try cnktc2 CoKr-p-S 'r~ WASK ockgf.j &Q-C-7
?clt-(t-l Al..t? t=c.ut?S t?c7r7t?mTo t-4v?..?rd.?c?T,ati
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
C W G t>aWAO P-.,DC 13&Y AGAD LoaNt y 57,4 M 0 -rd \ !w O CE
1.?/??la sue, 1J G
*1 ur v¢? 00
oorz?? M?u<
-* h p, t L n
t-ayJ?lC? i'n.f_ Sl'STE+?
e. Vegetation on tract Pr rJE , C? rG ; G?r=2cS?i
'?rzc-z^-?aQOU,?u? pcw?E7€?zGi= hcc-czwUc-?
W?TL?[?AlJiD 1+?1A(L?r? d.C17Ny tZhlC2
f. Man-made features now on tract sTr-rfLL-;. MiP,.
541?JK ?,dtzGC, l?t.PN???S 5. ADDITIONAL INFORMATION
g. What is the CAM A Land Use Plan land

classification of the site. (Conm* the local land use plan.) In addition to the completed application form, the
foll owing items must be submitted:
Conservation Transitional
X15-eveloped Community
Rural Other
h. How is the tract zoned by local government?
t, J L-) UZT'r2i /-\ L.
i. Is th-3 proposed project consistent with the applicable
zoning? s/`?-es No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes tr-'No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes t,-'No
1. Are there wetlands on the site? ?Yes No
Coastal (marsh) YES Other
If yes, has a delineation been conducted? ey
(Anach documentation, if available-)
13Y: -foul C=,0 _t_E`( aI?05105
NEC-ot-1/?t?? r=0141 eDn3MG0_r0 t.
P. o. Sox 9&00
fir.! t L t./1 t N Cs,Tt, N, !J C.
9 ?t?- x-71- ? O£82
Revised 03/95 -79 S - 03 09
t
A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by II" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
S 6R?i tCEs 1 tJ ? .
z=
R ipE!VED
DCM WILMINGTON. NC
Form DCM-NIP-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 such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name ST0 t-1 6% t20 0P
Address tic's 1"3 cs X 3 3 27
Phcne PtNEt-tUtZST 1JC 2£3374
Name ' l-?d2OU7 M(?-rt4e s,
Address IOZgt CtZOFT C=?Sl13T C?t.1s?
Phone Lit-1?.Nt7? W c ZA 51
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
WC 1-3e -84.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
!A N 2 3 2006
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 iZ the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
Il, zoo ?
This is the ZO day of ?a -N . , 49^
Print Name Q? M4.12K W4t-TOt'1
Signature Az ?00
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
? DCM MP-2
Z-DCM MP-3
_i'bCM MP-4
_ DCM MP-5
DCM MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 01.195
Form DCM-MP-3
UPLAND
DEVELOPMENT
RECEIVED
D"'W WILMINGTON. NC
r?N23?G06
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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
j structures proposed TRAVEL LIFT Py_&-rRn2M (1).,?
WALA49I1J (). 617AVEL APRop 1) Do4PNIM(1)
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?
Yes f No
If yes, date submitted N? Q
i. Describe proposed method of sewage disposal.
Nl A.
b.' Number of lots or parcels
j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval?
units per acre) - tJ6oe (Attach appropriue documentation)
k. Describe location and type of proposed discharges to
d. ! Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. I I{ 751 sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
W0 DlhG14APls?ES b,14r,"K1 VbVEV_
e. If the proposed project will disturb more than one W(LL f3C C.0L-LKT60 AQQ D15POseD To
acre of land, the Division of Land Resources must "001 C I PL.L SYSTCr^
receive an erosion and sedimentation control plan at
'least 30 days before land disturbing activity begins. I. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
'control plan been submitted to the Division of Land
?'?? W?TCI?.
Resources? Yes No 4A LESS
If yes, date submitted TTHaN t'Q m. Will water be impounded? Yes S!?'No
If yes, how many acres? USA.
f. List the materials (such as marl, paver stone,-.
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
Co1JcefiFTE (WahN P46im mo TeAJ -1- 1 r-T
./?`P?nr?1i+ ?-M/a21
( ??LLL /S PI2?1J) was the lot(s) platted and recorded? N
.. CG ?Pqi
f
wd
S
r
-
vrA `
g. Give the percentage of the tract within 75 feet of APPti t orProjqt Name

MHW or NWL, or within 575 feet in the case of an
?? ?
q hX?
Y?
Outstanding Resource Water, to be covered by Signature
impervious and/or built-upon surfaces, such as ' /20/
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 1.56 % ??
Revised 03195
Form DC:1i-1iP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
e. Mooring b'
(1) _
(2) Nun
(3) Des(
a. Dock(s) and/or Pier(s)
(1) _ZCommercial -Community ! Private
(2) Number
(3) Length
(4) width 26 t
(5) Finger Piers Yes t,, No
(i) Number o
(ii) Length O f.
(iii) Width O
(b) Platform(s) - Yes No (NYC-(. U r- r)
(i) Number 2
(iii) Length GO t
(iii) Width 4.1
(7) Dumber of slips proposed ! g
(8) Proximity of structure to adjacent riparian
property lines 563' NY! 855'5E
(9) Width of water body B60( }
(10) Water depth at waterward end of pier at
biLW o? ; TV4' -8.0 t
b. Boathouse (including covered lifts) WA_
(1) Co rcial Private
(2) Length
(3) Width
c. Groin (e.g. wood, tpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood;
(1) Length
(2) Average dis c
wetlands
(3) Maximum distanl
wetlands
e, etc.)
from MEW, NWL or
MHW, NWL or
(4) Widfl-i c
(5) Distanc
shoreW
Mooring s
(1) -
(2) NuV
(3) Len,
(4) Wid
RECEIVED
DCM WILMINGTON. NC
A N2 3 2 0 0 6
14
I -Community _ Private
Ion of buoy
inscription, size, anchor, etc.)
later body
buoy(s) to be placed beyond
(boatlift, mooring pilings, etc.)
rcial -Community _ Private
Other (Give conTlete description)
OD LPt-1 t tJ
t- tJevJ 3 OP_ ¢ Pt LE STRUC-T 005
t?CiST .? 4,5 SNov-lM 00 SgGeT
4 ot= T ptvrep So J&0. O(D
Cnite ?C / [?,ocj VJ orKS
Appu t or Project Name
--y, -v?
Signature
i /2,OfD(
Date
Rerised 03i95
a r
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.
(AP-E& 1)
Access
channel
(MLW) (M?'L)
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average FSnal
Usting ProJect
i .-th width Denth DeDth
0
4-6 3 -4.0 --5.0
l ???
l
75 30 t
tn.o F¢or?t
-Loo To -
PA
V 1A

dA
RECEIVED
E)CM Y,'11LMH,,1G i 0>>. PIC
N - 2oo0
1. EXCAVATION
a. Amount of ert'al to be excavated from below
MHW o in cubic yards ? Z 450 C? CN(
b. Type of material to be excavated
915Y.0 '?;wJD 5%, MUD
CH C140we.- P/ F-%,G 'emc-A l PO rbFZe1
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 0 Cy
,0.2E 2
S,ot 2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area W644 j!?j L00 0P
00 S ?TE 2oo t 50gr4 &G QC(s7i NeA
E
b. Dimensions of disposal area Ot X 2??
err t r? t t=1 LTC 2.. F4Lc F?? 1?u! ??
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? ?^?t?tt Pt?D a_ ZTy_
Revised 03195
DCM WILMINGTON, NC
Form DCM-1% P-2
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount
Yes No water
(2) Di
f. Does the disposal any area in the water?
Yes `o
3. SHORELLVE STABILIZATION
P- Type of s areline stabilization
L/ Bulkhead Riprap
2 l 2 L{
b. Length
c. Avera;e distance watervs and of MEW o K-i (00
INTO 2t,4erz- (Lo.c.J C?fLor-1C,E
d. Maxianum distance waterward of MHW or
SAM ?' ?.S (? ?,G'i
e. Sl:areline erosion during preceding 12 months
F?OI-1l:
(Source Of tA?Gf SG CAf
f. Type of bulkhead or riprap material
-TV ?JSTEC::? v1ok=) r-D
g. Amnoust of fill in cubic yards to be placed below
water level
(1) Riprap A VD;-)(5
(2) Bulkhead backfill U00E-Z
h. Type of fill material 000
i. Source of fill material 4` 11.. ooc-:?
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) 0/4
a. Will fill material be cttight to site?
Yes TO
i
.!AN 2 3 2006
0/,&
iT) material to be placed in the
of fill area
(3) Purpose o 11
b. Will fill material ced in coastal wetlands
(marsh), SAVs or o wetlands? l?
Yes No L
If yes,
(1) Dimensions fi11 area
(2) Purpose o
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? EXf/--/6TP-0 t-WE06L
W1tL FC- CuRit, oC--D ?= l -Foo'C T4tCJL MCA
zz,:? X 2dd &rzsa- &k3o neAS5eo. ,l vrk
PICTEC - 004MIC f`C- ?e - AV-0JOV 6¢C-
C-I F 0ecm0itzcp.
b. What type of construction equipment will be used
(for example, dragiine, backhoe, or hydraulic
dredge)?
f C? E-1 . InLL CA P (Le?5 Q(Lc_
F3S gIf3t71ST60 oW- PQtVer J
c. Will wetlands be cr5ssed in transporting equipment
to project site? Yes _L,-,^ No
If yes, explain steps that will be taken to lessen
environmental impacts.
CC. 1) L ?'c c. P--.?C) J W o r--`C. S
App ' tt or Proj Na2mee ^ }
SEgnature
i ! Zv/ DC
Date
Rer'?med 03195
PRO,J£CT SITE
yeC??3t
°ar
aS
RECEIVED
DCM VVILMINGI-OiN. NC
!AN 2 ? ?0?r
'erg Sal R.a,l,oa ,'hvrha?sr
rally RA'e. y
1
13
!
r -
Navassa 2
El 7?
C43
t

w
ot
1-15 .V o t
z
?-i21 1
a Na??
Y
ifioodburn
E_--
7? Clairmont Belville
?Sr St
03
155 133 ?v"vr l n'QIt O n
Easy Hill
X1.5 km
1.0 mi
02005'-1a-cr In: 02005 GDT -c

Directions
1. Start at WOOSTER ST, WILMINGTON - go < 0.1 mi
2. WOOSTER ST becomes US-17 - go 2.8 mi
3. Take ramp toward VILLAGE RD NEINC-14721 - go 0.3 mi
4. Turn Q on VILLAGE RD NE[NC-14721 - go 0.6 mi
5. Turn Q on NAVASSA RD[NC-14351 - go 1.5 mi
6. NAVASSA RD becomes N NAVASSA RD[NC-14301 - go 1.5 mi
7. Bear Q on ROYSTER RD NE[NC-14311 - go 0.1 mi
8. Arrive at 1690 ROYSTER RD NE, LELAND, on the Q
SITE LOCATION MAP
BOAT LIFT FACILITY
FOR CAPE FEAR BOAT WORKS
1690 ROYSTER ROAD
(SR 1431 BRUNSWICK CO.
LELAND, N.C.
BY. WALTON ENGINEERS
DRAWN BY: WILUAM H. WARREN JR.
NOVEMBER , 2005 SHEET j OF
FRCFERTY OF:
STCL1 GROUP _ --
FO EOX 3327 -- RECElV =D
PINEHURST, N.C. 28374 -1
'S,R a 1431
RJYS :t ti?.
O EXISTING-
.
-
PIER
O _\ -
*20
f
vt
a?
4
?t
TRACT
PROJECT SITE I
PROPERTY OF:
J. HAROLD MATTHEWS
10291 CROFT POINT LANE
LELAND• N.C. 28451
N
`- DCM WILMING-! )IN, NC
JAN 232',6
CMICE
O O \ ?\ 1A ?- J x'27
1X7 FtE+ 8• ?- r--, __.
411 ?9
,L'r b'CP
66.
lt?l
DRY STCRAGE
SUILCING
200•x200'
SPCIL AREA
GRADED OVER AREA
AND GRASSED
NOTE:
PROPERTY UNE IS RUN
?a OF WELCHES CREEK.-
0
?o

PROPERTY LIMITS AND
PROJECT LOCATION
3C0 150 0 300
SCALE IN FEET

2
N
I R9.\
000•
BOAT LIFT FACILITY
FOR: CAPE FEAR BOAT WORKS
1690 ROYSTER ROAD
{SR 1431 BRUNSWICK CO.
LELAND, N.C.
BY: WALTON ENGINEERS
DRAWN BY: WILLIAM H. WARREN JR.
NOVEMBER , 2005 SHEET 2 OF 7
REVISED JANUARY 20, 2006
o
n ^
rn ? E
ryp O
?b
2 5°?
Mll{p11L •LUW
8000
W 2' 26{
< NEW STEEL DOLPHIN EXISTING STEEL DOLPHIN
< TO REMAIN
y ? B
N
O _
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?+ ? p CUT T -B.0
44
~ O I GROUNDED AND IMPAILED
N
") p x, STEEL BARGE 190'x40'
O < DESTROYED AND SUNK BY
x`1'• w C 3 HURRICANE HAZEL (1953)
Y a DREDGE i WILL REMAIN IN PLACE AND
GRASS (450 CY) 'a USED AS WORK PLATFORM
o o<
+ w w
+tRAS*S+io++ +++?•+
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HW-+4. +-NHW:+4.0= -
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WETLAND ?^. WETLAND H JO
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3 W ti,
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Z ^ \ \ p
\ \ `? DREDGE x o 3
\ \ \ \ O \ W ? AREA 2 o = k5
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CONTAINMENT \ J """" J
HOLDING TANK
PUMPED TO \ a wo
MUNICIPAL SYSTEM I SOMA ':'?'?- \ <
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11 k n w 2 NEW MARL APRON
to ELEV. +14.0
N
W .t?4 0 \
\ O \
x \
NEW BOAT LIFT FACILITY PLAN BOAT LIFT FACILITY
40 20 0 40 FOR: CAPE FEAR BOAT WORKS
1690 ROYSTER ROAD
SCALE IN FEET (SR 1431 BRUNSWICK CO.)
ELEVATIONS AND SOUNDINGS BASED ON NLW = 0.0 LELAND, N.C.
BY: WALTON ENGINEERS
DRAWN BY: WILLIAM H. WARREN JR.
i
NOVEMBER , 2005 SHEET 3 OF 7
REVISED JANUARY 20, 2006
C1

1 C) CD
' V)) ? i-- - CAPE FEAR RIVER
Q L?
^ NORMAL FLOW

J C7 C>
C
FLOOD
Q
12

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00
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LW=0.0

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,
? EXISTING STEEL BEAMS
x
L
(BOTH SIDES)

`
GRASS :i)
:• ?;`aa`f i:;;'i`.

y y y W y y
y y y GRASSY ? y y W
': •:.'::: (/I.;:•.:'::;'::.?:'::.'::

NHW=+4.0 :'':`i'.:"':
WETLAND
WETLAND
FLAGS
2'
EXISTING CONDITIONS PLAN
30 15 0 30
_ SCALE IN FEET --- '---
ELEVATIONS AND SOUNDINCS DASCD ON NLW - 0.0
WETLAND FLAGS BY:
TOM GULLCY 8/05/05
NEEDHAM ENVIRONMENTAL SERVICES
P.O. DOX 960
WILMINGTON, N,C.
EXISTING
STEEL DOLPHIN
i
o GROUNDED AND IMPAILED
STEEL BARGE 190'x40'
DESTROYED AND SUNK BY
HURRICANE HAZEL (1953)
WILL REMAIN IN PLACE AND
USED AS WORK PLATFORM
y y
'' y y W GRASS y y y y y y y y
Y y+' y y y y y NHW=+4.0 y y y
WETLAND
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BOAT LIFT FACILITY
FOR: CAPE FEAR BOAT WORKS
1690 ROYSTER ROAD
(SR 1431 BRUNSWICK CO.
LELAND, N.C.
BY: WALTON ENGINEERS
DRAWN BY: WILLIAM H. WARREN JR.
NOVEMBER , 2005 SHEET 4 OF 7
REVISED JANUARY 20, 2006
(_)
(I
EC
U EXCAVATE EXCAVATE
L AREA 2 AREA 1
75' 46'
800 CY (450 CY)
WETLAND FLAG -
LINE
60' 60' 64' 10'
EXISTING CONCRETE WASHDOWN CATCH BULKHEAD LOW WATER BULKHEAD
CONCRETE APRON BASIN WITH SUMP
NEW MARL APRON ELEVATED IFT TRACK ATE V. +14 BUMPER PILES CAPE FEAR RIVEI
ON 20 CTRS.
j I \ I ----BULKHEAO_ -------- - -NHW=+4.0
r` `. I I ( -NORMAL LW=0.0------------ -- -NLW=0.0
BULKHEAD
-8.0
IIJI it II il.lll?ll .'II+II II 11:,11+ II II IIiII I II .II 11 It !111'It Il'II
'?` \/ 1 1., \ 1 ?; ? Ih !1 if I II , II II II !) 11 Ii ?Iij tt {I : iF; ,ll 11 11? Ii it ,I a{,,,I, 1 ? li !I•
?; I !! !,' B u u. IU ql it u u.ul lr u.u!u.J i1;<U!uiu b" u
it u'u u;
BULKSiCAD`PILES.
I? 1 I ON 5 -0" CENTERS ? ?`?
ELEVATED LIFT TRACK PILES ` EEEV -40.Ot
NEW BOAT LIFT FACILITY PROFILE "B"
40 20 0 40
SCALE IN FEET
ELEVATIONS AND SOUNDINGS BASED ON NLW = 0.0
BOAT LIFT FACILITY
FOR: CAPE FEAR BOAT WORKS
1690 ROYSTER ROAD
(SR 1431 BRUNSWICK CO.)
LELAND, N.C.
BY: WALTON ENGINEERS
DRAWN BY: WILLIAM H. WARREN JR.
NOVEMBER , 2005 SHEET 5 OF 7
REVISED JANUARY- 20, 2006 --
RECEI VIED
DCIM YlILMINGTON. NC
AN 2 3 2006
26'
WALL TO WALL
NHW=+4.0
G?CL".0 L.N
NLW=0.0
..r, , !\\/? /\\//\\// /lid
rI? \\// -8.0t\\?\\\\// %%/% //j / \/
TYPICAL SECTION "C" THRU RETAINING WALL
10 5 0 10
SCALE IN FEET
TYPICAL SECTION THRU RETAINING WALL
NOT TO SCALE
BOAT LIFT FACILITY
FOR: PE FEAR BOAT WORKS
1690 ROYSTER ROAD
(SR 1431 BRUNSWICK CO.)
LELAND, N.C.
BY: WALTON ENGINEERS
DRAWN BY: WILLIAM H. WARREN JR.
NOVEMBER , 2005 SHEET 6 OF 7
REVISED JANUARY 20, 2006
•,,,,=- _ 4_0=- - 4..X6"? -
IN "
LIFT TRACK 30'
T ACK TO TRACK
EXISTING 26' ELEV. +14.0
GROUND LINE WALL TO WALL

CUT
N H W // i
\\ \\
ANCHOR + 4.0
\/\/
TYPICAL SECTION THRU RETAINING 1
10, 5 .0 10
,
SCALE IN FEET
i
n
TYPICAL SECTION THRU RETAINING WALT
NOT TO SCALE
HALL
DC?1 Li?lIP?G
SAT LIFT FACILITY
FOR: SAFE HARBOR BOAT WORKS
1690 ROYSTER ROAD
(SR 1431 BRUNSWICK CO.)
LELAND, N.C.
BY: ANDY J. SIMMONS
;AWN BY: WILLIAM H. WARREN JR.
NOVEMBER , 2005 SHEET 7 OF 7
REVISED JANUARY 20, 2006
l
? ?? loo
.? ?.
?` _

EXISTING RIVER ACCESS PHOTO 4
EXISTING RIVER ACCESS PHOTO I
EXISTING RIVER ACCESS PHOTO 2
y Permit Class Permit Number
New STATE OF NORTH CAROLINA 138-84
Department of Natural Resogrces.and Community Development
Wand=
Coastal Resources Commission
.F for -
Major Development in an Area "of Environmental
I Al
Concern .pursuant to Nf_QS`1'13A-118
© Excavation and/or filling pursuant to NCGS 113-229
Issued to A. J. Simmons, Jr., (for Highri se Servi
Leland,. ?VC 28451
authorizing development in Brunswick County.at. Capp Fear River mi FS unetrearn
of Wel ches Creek) as requested in the permittee's application dated 2128184 i n(- l ijdi nq
attached plats sheets 1-5 of 5 dated 12/83
This permit, issued on July 13 , 1984 , 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 subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) In order to protect juvenile shrimp and fin fish populations, no excavation
or filling will be permitted between April 1 and September 30 of any
year without the prior approval of the Office of Coastal Management.
(2) In order to protect the water quality and resources of Welches Creek,
the spoil area effluent must be discharged into the areas to be dredged
.and not to the creek.
(3) 14o excavated or fill material will be placed at any time in any marsh or
surrounding waters outside of the alignment of the fill area indicated
on the plat.
(4) All excavated materials will be confined above mean high water and landward
of regularly or irregularly flooded marsh behind adequate dikes or other
retaining structures to prevent spill-over of solids into any marsh or
surrounding waters.
(5) There shall be no double-handling of spoil material below the high water
line by either dragline or excavator.
See at
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31, 1987
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina f nactal Manaaaement Program,
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
I c d C??"??'7
David W. Owens, Director
Office of Coastal Management
This permit and its conditions are hereby accepted.
1
.-Wre of Permitter
s
A. J. Sim.-nons, Jr. Permit #138-84 -
Page 2 of 2 '-- -
ADDITIONAL CONDITIONS
(6) The disposal area effluent will be contained by pipe, trough or similar
cevice to a point at or below the mean low water level to prevent gully
erosion and unnecessary siltation.
(7) The terminal end of the pipeline will be positioned at or greater than
fifty (0) feet from any part of the dike and a maximum distance from
spillways to allow settlement of suspended solids.
(8) A water control structure will be installed at the intake end of the
effluent pipe to assure compliance with water quality standards.
(9) The dike disposal area will be constructed a sufficient distance from
the mean high Crater level or any marsh to eliminate the possibility of
dire erosion into or upon any marsh and/or surrounding waters.
(10) An earthen plug will be left between the area to be excavated and the
existing river and a 24 hour period after completion of the excavation
will elapse prior to plug removal to prevent unnecessary siltation into
the adjacent water body.
(11) In order to Protect water quality, runoff from the construction area
must not visibly increase the amount of suspended sediments in adjacent
waters.
(12) Along the base of the upland bank a silt screen fence must be installed
at least 50' on each side of all basin work and around all spoil piles
to keep runoff sediment from reaching the adjacent wetlands.
(13) A runoff clean-out ditch shall be installed around the perimeter of those
cradle berths where sand blasting and paint scraping work is anticipated
in order to prevent such hazardous pollutants from washing into adjacent
%..,_=':_ers of wetlands.
(14) A large pump out facility with large storage tanks shall also be installed,
prior to project operation,to unload bilge and sewage tanks before transfer
rail and maintenance activities. There shall be no dumping of such materials
into adjacent waters or wetlands.
(15) The activity must be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-rel-
al?.-ed discharge.
NOTE: The Permittee and/or his contractor is urged to meet with representa-
tives from the local field office of OCM to discuss the permit conditions.
Telephone [phone].
NOTE: An Erosion and Sedimentation control plan will be required for this
project. This plan must be filed at least thirty (30) days prior
to beginning any land disturbing activity. Submit this plan to the
Department of Natural Resources and Community Development, Land Quality
Section, 7225 ldrightsville Avenue, Wilmington, NC 28403:
A. J. Simmons, Jr.
ADDITIONAL CONDITIONS
Permit-#138-84
Page 3 'of 3
NOTE: The project is certified under the following General Water Quality Certifi-
cations.issued by the Division of Environmental Management:
1) No. 1272 issued on November 10, 1978, for bulkhead construction;
2) No. 1273 issued on November 10, 1978, for discharges of liquid effluent
from diked upland disposal areas;
3) No. 1431 issued on October 16, 1980, for boat ramp construction.
NOTE: It is strongly recommended that the permittee exercise all available precau-
tions in the day to day operation of the facility to prevent sand blasting
residue and other facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene
state water quality standards, thereby yioiating state law.
NOTE: Part of the project site is in 'Floodplain Zone A". All enclosed structures
-- must be elevated.
• 7
S
S
e _ ;J
AH'L FCAT KIK
F Gl
FIrUM, TO E;.CAW.TE /_hfD,*P, FILL
VATE1~ QU<_LI i Y CEF.TIFICAT ION
ti-\ L?khD_ : OVEPED 8Y kwl.TEr, CA-MA HRWAT FOF: MAJOR DEVELMEKY
L?:??: c,t ?f ?ttr:r.l: t:ica :: cf tiortn CaaIra DLpLt-,nent of the Army
c r c?zt r.cr,t c` t:itural kc-c?r- us_ Commur,ltl• D6rsioprr.tnt Cops cf Ers:ln"rn W limy trf, Dlc rL-
iv_ S6.-ie}
.CS : i3 215, 1S?i i_r.3taj(S), S<3•i15.3j:), t13?•ltf; (33 CF G. 205.32G, 32F)
f:it tr a:: b'.ane, . If information is not zpph-Czblt, so indicate b?,r P:zcinc Nil- to bdanL.
r. ?.` t } f P`
Lis; n.
tr<
f hS'CCIc , .
4 S::crt f U Eoz fr Flriutt _
L.;L '.. 1 J;'•r• Si2:c Zip Cob( Phone
IL Nation of Frop-oscd 3:c}tc;
.. Cal, c; nr ,cmrnz; .. .. .inornirk Kv
a. l5 .- •-.. :1.:? ._. a. ter: aI- it.".._ _. _fVc T
C C C-cr., :.c-, C• ci, „rottct is loCitec or nearest named boov of wale: is pro;eCt
k-A
ill. ?['.C.:pL•Le Cf ?. ,`. {??'•y-' (l ? ?
_ 1"Zir-ninct Cf .._..-? "'r C,!f_t t c. New work
Aar,-.- cninn- rnt w IC .. dc,
a ¢: ..Ia:h ' ct . .1 t rz1 ercL G?? I
_,
4. 0:.,_ tt?g:r width ec?i!'
C. >;?li t:C !erc:n "J Avc!zce d:sunct wi:e:w:rd of MHIA' (erort:c ;c} T•• U?`D E-IFT
S r=- L \,AJ I.-
[. ? Y: ,r Cf r7:.«hCiC :., _.. ..C I:C..^. 1r2l trial, ? e
LL- Cut:,, y.tds ?1? • ?G? _ Tyre of malerlai (gip 9/c Mt L)
Fill rnittrtit
Cuclc ya: _. c`? ? `t'? ? 1 ! y? of m11tr Iii ?? f"'<
IV. Lsr.C T ypc, Dtsnou': .: ca. jr-' Construciior, Equipment
n. DCtt t..C i-C. :i• :;t Cz,r z;: rrL;-JJr my rr..rshlinQ, st-'zmpl m othct wetfenc'
i - Does lr,c dtspru.! i:Cz rrc( ; c any r%irshlznd. lwzmps or other wetlands Ye<_
C D: -I
Yes I/ Nu
- NO V-1-
lam!' r ?4.?f?te•' 1-
:':C' -.1 ct?t;a.... •.e.C ^C rr .'i^?:CC i. .. ^lta:r'cr:lrollr;dr x 1 t'4, t„J?
G. 1<ili musr,tan v he t:oslto t:zmporurg tCUtpr.,tnt 10 ptoltct sue% tt yel, explatr,
b?1P-
`? \1?f jNca;T{U-
d1 DU ZLQ7 tC ?--)
?'. 67i,.ia.:?.7:?.7 f?.". r,?C E`t't??1 A.rvu I,uW..r'•"rUvi, .. ..? _'.J ?., ...
k 1. Ptiv.u
3. H-sirz Drrelap;rrent a lrjdusL?iii °c
4. O-JI
1. Lot t.iae(s) _ 69 ±
2. Ek-v-ztion of lot(,) above natn high watu
3. Sall type ar d texture W F- - U Pc r,tr.? E 4.. - cO? *
4. T ype of buildirE facil!t+ts or sut:ctu!ts OL_- ' ?`- ?? ? ((L1 ?=?? t
P LIE X"
5. Sewage disposal and/or was!- water treatment A. Existing Planner
--
a. Gescrjtx _??F?i`! r i !? ? ? i•? ?f t ? 1?? ?=I ?- t?
b. LandClastrficatinn (c nr, DEVFLOPfD 7kAhS;11Vr: . CUMh!Uf !TY RUhAL
CONSEP.'.'A11 J O 1 HE P(Ste CAMA Local Land Uu Plan Synopsis)
Per-uining tc Fd! and V,atcr Quality.
K Does the propusrd prop,! :r.,o!.t iht placement of Gil maieriais hriu%k netr. `trgh v ,dter? Ycs____No
E. 1. Will any runoff or dvctafgt enter adjacent waters as i rtsuit of P'oltct ictivity o., punned use of the
i
area following project?cornpicttonr Yes?No
2. 7ypcof dlxharkc 4-f Vt!
6.0 UC_ FLY? ?t ?P'cd?L ?y
3. Loeatiun o! discharge 0Q, 1 C) W,Eim ri 4-
Ytl. Present rate of shoreline erosion (if known). . FQ i'-, 1%
LL-, pItrznit numbers and issue cares of pre>,icus Departrnc-t of Army Cofp: of En;;my.°rz o: Sutxe prrrniu for
medic in project area, if app!icab!e =-
lX L_4-, of Lime required to complete project. K In a-ktition to Lht completed applieatio.: form, the folioxirtg it=ms must be provia?!:
A. Attach i copy- of the de' (with SLite a;pli:.tion enjyi or other instrument under whict: applicant
claims title to the affected property. OF, if aPPiicznt is not claiming to be tr,: owner o.' sdd propery,
they, forward z copy, of the deed or other instrument under which the owner clz m. title Pius wnttc^
pern;ission from the owner to carry out the project cn h:s land
B. Attach an accura!t work plat drawn to scaie on 8% X 1 !" white pzper tsee instruction hoorir.t for
details;. l:ote• Oigma! drawings preferred • only high euality copies dcceptCC
C. A copy of the appilCatlGn and plat must be stryeC upon adjacent iiperian landowners by' tefysiefed a
certified mail or by pubucatior.(G.S. 113.22; td);Lnier date se ved a
D. List names and complete addresses of the riparian laneowners with property adjoinin£ ip;licant's.
Such owners havc 30 days in which to submit comments to agencies listed below.
Xf. Certification requirement: I certify thzi to the best of my knowledge, the Proposed activity compnes
with the Stztc of North CarolirW,% approved ccastai management program and will be conducted in a
manner consistent with such program.
Kit. Any, permit issued putsuznt to this application will allow only the development described in this appli
eztien and plat. Applicznis should therefore describe in the applieztion acrd plat al! anticipzttd devel-
opment activities, includinf construction, ezczvation, fiiiin(, and land clearing.
BATE .,.?, _,_..C._??_ ?t
7" Applican!'s Signature
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RT.I , SOX 2000 (R,OYSTER RD.)
LELAND, BRUNSYtICK. CO., N.C.
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R-f. I , BOX 2000 (ROYSTER R0.)
LELAND, BRUNSWICK CO., N.C. -
DEC. 1983 SHEET Or
BY: A.J. SIMMONS,JR.
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II'JII'IZ0UL:.MLN`IJS AT
HIGHRISE SCI-WICE_ CO., INC.
f'a. I , EJOX 2000 (ROYSTER R0.)
L.ELAND, BRUNSWICK CO., N.C.
DEC. 1903 Si IEE7 zj of S
!AY: A.J. SIhINIONS, JR,
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IMPROVEr BENTS AT
HICHRISE SERVICE CO., Mc.
I3T. I , BOX 2000 (ROYSTER RD.)
LELAND, BRUNSWICK CO., N.C.
DEC. 1903 SNCCT A.- OF 5
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STILLING RASM,
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TYPICAL SPOIL. AREA SECTION!
NOT TO SCALE

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IIMPPROVFPArENTS AT
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LEU)ND, BRUNSWICK CO., N.C.
DEC. 1983. SHEET 3 OF 5
BY: A.J. SIMNIONS,JR..
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