20001056 Ver 1_COMPLETE FILE_20000810

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name KCS International, Inc
Project Number 00 1056
Recvd From DCM
Received Date 8/10/00
Project Type commercial
County Brunswick
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
C
F_F_P7_ _0N AMA SM O Y ON F r 18-77 sc rF- 30,617. rF_ ?- ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y O N Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N
Recommendation: O Issue f Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 341532 Longitude (ddmmss) 775613
Comments:
Due to the past history of the site this office is concerned with the accumulation of nutrients in the
stormwater and its runoff. The accumulation of the nutrients in the stormwater ponds may pose
future issues/problems.
This office would like to be notified if problems with nitrogen and phophorous occurs with the
stormwater pond. (i.e. high algae production in the ponds or algae growth at discharge locations
,tfall.) of the ponds. At that time additional measures may be required . protect water quality,
Recvd By Region
cc: Regional Office
Central Office Page Number 1
Facility Name KCS International, Inc County Brunswick
Project Number 00 1056 Regional Contact: J. Steenhuis
Date: 9/5/2000
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Donna D. Moffitt, Director
August 3, 2000
MEMORANDUM:
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM: Doug Huggett
Major Permits Processing Coordinator
-,.....,?- •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
001056
? * G 1 0
NDS 00U? P
MI R UI LITY SF _i!r
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: KCS International, Inc.
Project Location: Navassa Road (SR 1430 & 1435), Navassa, NC, Brunswick Co.
Proposed Project: Proposal to build a boat manufacturing facility at the confluence of the
Brunswick & Cape Fear Rivers in Brunswick County
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 30, 2000. If you have any questions regarding the proposed project, please contact
Janet M. Russell at extension 249. 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 Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT 001056
1. APPLICANT'S NAME: KCS INTERNATIONAL, INC.
2. LOCATION OF PROJECT SITE: Navassa Road, Navassa, NC, Brunswick County
Photo Index -1925: 15-167 Grid R,S,T,U-17,18 19E2: 4 181 8 Grid M,N,O,P-21, 22
State Plane Coordinates - X: 2 305 600 Y: 186 600
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 19, 2000
Was Applicant Present - Agent Was Present
5. PROCESSING PROCEDURE: Application Received - cc: July 31, 2000
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Navassa
Land Classification From LUP - Developed
(B) AEC(s) Involved: PT, ES, CW, EW
® Water Dependent: Yes & No
(D) Intended Use: Boat Building Facility
(E) Wastewater Treatment: Existing -Septic System
Planned - Brunswick Co. Municipal Sewer
(F) Type of Structures: Existing - Stormwater Basins, Building Pad
Planned - Multiple Buildings, Parking, Travel Lift & Docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
rli2F7nnV11 V" T Ur% n•rrTT-n
(A) Vegetated Wetlands
Federal 404 Wetlands Fill .1 Acre
(B) Non-Vegetated Wetlands Shade
Open Waters Approx.
16,200 sf

L ®Other - Graded
Hi High Ground 35 Acres
(D) Total Area Disturbed: 35.3 Acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: KCS International proposes to build a boat manufacturing facility at
the confluence of the Brunswick and Cape Fear River in Brunswick County.
KCS International
Page 2
9. PROJECT DESCRIPTION
KCS International has purchased a 60-acre tract of land within the town limits of Navassa in Brunswick
County. The site is located on Navassa Road (SR 1430 & 1435) at the confluence of the Brunswick River
and the Cape Fear River immediately South of the railroad trestle. The tract of land is relatively high,
12-20' NVGD. The high ground along the shoreline borders federal 404 wetlands transitioning to a wide
span of coastal marsh. The predominant coastal species present is Sn rtina It rniflora or smooth
cordgrass. The applicant is requesting to fill one finger of federal wetlands on the tract. The amount of
fill being requested is .1 acres and is described in the Project Narrative and shown on the sheet entitled
site Design "Fill Request". No impacts to coastal wetlands are proposed.
The site was previously developed and was the location of fertilizer factory. The old factory partially
burned, was subsequently demolished and the debris removed. Site work is underway for the KCS
facility. The company manufactures Rampage and Cruiser Yachts. Grading and land disturbance is
estimated to be 35 acres. Sedimentation and Erosion Control plans have been approved through Land
Quality and Stormwater Management Plans have been approved by the Water Quality Section of DENR.
Two stormwater basins have been constructed with a gravel swale and curb and gutter directing runoff
to the basins. 300,000 square feet of building space will include an assembly building, a lamination
building, storage, maintenance and offices. Structures such as gravel pads, parking lots and buildings,
etc. will be more than 100' from mean high water. Please see sheet C 1, Grading, Drainage & Erosion
Control Plan for details.
The applicant is also proposing to construct a travel lift to take boats in and out of the water. The travel
lift, as depicted on the plans, would slightly exceed the 1/4 width of the waterbody. In addition to the
travel lift, a pier and floating dock system are proposed. The pier is proposed at 135' long by 8' wide
with 100' of the proposed pier structure being over high ground. A 225' long by 8' wide "L" dock is
proposed off of the pier with five floating fingers (approximately 8' x 45') A total of 4 boat slips are
being proposed. Boat sizes are estimated at 16' wide by 50-55' long. No pumpout facility or fuel pumps
on the dock are proposed. The docking system would be used to moor yachts being manufactured and
tested at the facility. The Brunswick River is deep in the vicinity of this project, as evidenced by the
soundings on the plans (-17' to -53' deep). No dredging is being proposed. Any and all remnant pilings
from previous stricture(s) are to be removed prior to the commencement of construction of new docking.
Approximately 220 linear feet of rip rap rock is proposed for shoreline stabilization in the vicinity of the
dock and travel lift. The slope in this area is roughly 18' high with shorter slopes adjoining. All of the
rock material would be landward of mean high water and above and out of all wetlands. A cross-sectional
view of the rock is included with the application package.
The Brunswick River has been designated as a Primary Nursery Area by the Division of Marine Fisheries.
Primary nursery areas are those areas in the estuarine system where initial post-larval development takes
place. The area is not open to the taking of shellfish. Waters have been classified as SC by the Division
of Water Quality. The SC classification is a tidal salt water class whose best uses are listed as aquatic
life propagation and survival, fishing, wildlife, and secondary recreation.
KCS International
Page 3
10. ANTICIPATED DdPACTS
The proposed project will result in the redevelopment of a 60-acre tract of land bordering coastal
wetlands, federal wetlands and public trust waters. Approximately 35 acres may be disturbed in the
grading process. No impervious surfaces are planned within 75' of mean high water. Stormwater control
measures are required and either have been or will be installed. The pier, docking facility, travel lift and
boat slip areas will result in the shading of approximately 16,200 square feet of public trust waters. No
wetlands will be crossed to gain access to the water. If authorized, .1 acre of federal wetlands may be
filled as a result of this development. No dredging will be done and there are no anticipated impacts to
coastal marsh.
Janet M. Russell / July 31, 2000 / Wilmington
PROJECT NARRATIVE D DOEHVE
KCS INTERNATIONAL, INC. - NAVASSA JUN 0 6 2000
1. INTRODUCTION DIVISION OF
COASTAL MANAGEMENT
The project site (an approximate 60-acre tract) is located at the northern confluence of the Brunswick and
Cape Fear Rivers to the east of the intersection of State Routes 1430 and 1435 in the town of Navassa
(Brunswick County), NC. The site is zoned `Industrial' and is classified as `Developed' according to the
CAMA Land Use Plan. The applicant, KCS International, Inc., is constructing a boat manufacturing and
testing facility that would produce their line of Rampage and Cruiser Yachts currently manufactured in
their Oconto, WI facility. Site development will include the construction of assembly and maintenance
buildings, offices, and waterfront dockagehravel lift.
II. PROJECT DESIGN AND OBJECTIVES
KCS is experiencing capacity restraints in other facilities while continuing to experience unprecedented
demand. The company looked at over 40 sites in five different states, before selecting the Navassa tract as
the future site of their new manufacturing facility. The tract is unique in that it provides enough space for
current facility designs while providing deep water access to allow for water-delivery and year-round boat
testing capability. Buildings totaling approximately 300,000 square feet will house lamination,
subassembly operations, final assembly, raw material storage, maintenance, and offices. Currently, KCS is
under contract for over $10 million for proposed work. It is expected that the facility will employ 600
people (making it the third largest employer in the county behind CP&L and Dupont). Approximately $12
million will enter the Brunswick Economy annually through direct payroll compensation. In addition,
market research indicates that 5% of the net sales volume annually will be spent by KCS on local goods
and services (e.g. of $30 million of net sales, approximately $1.5 million will be spent locally).
KCS has had an impeccable environmental record since its inception in March, 1993. They have had no
incidences of hazardous material spills and are in compliance with all operating permits at their other
facilities. The primary hazardous waste of their manufacturing facilities is used acetone. The used acetone
is collected in the plant and sent to a reclaiming service that distills the impurities and resells the acetone
back to the facility. All non-hazardous waste (e.g. finished fiberglass, plywood, canvas, carpet remnants,
and packaging materials) is landfilled. A contingency plan (based on their other facilities) will be
implemented to address any potential environmental issues that may arise during operation.
III. SITE HISTORY AND EXISTING CONDITIONS
The tract historically was the site of a guano fertilizer factory which began operation in the 1880's. The
Navassa guano plant was later purchased by the Virginia-Carolina Chemical Company. In 1991, the
abandoned factory burned with a portion of the structures still remaining. These remaining structures were
contaminated with asbestos material. In addition, much of the site had been used as a dumphransfer area
for concrete, bricks, metal refuse, and tires. Site remediation was initiated immediately prior to the transfer
of property ownership to KCS International. Asbestos material and other refuse has been cleared in
preparation for the proposed development of a boat manufacturing facility.
Upland elevations on the tract range generally between 12-20' NGVD. Much of the tract was open field
with various upland grasses, dog fennel (Eupatorium leptophyllum), and blackberry (Rubus species)
dominant. Tidal oligohaline marsh bounds the east side of the tract. Dominant vegetation of these areas
include smooth cordgrass (Spartina alterni flora). rough cordgrass (S. cynoseroides), cattail (Typha
species), bulrush (Scirpus species), and arrow-head (Sagittaria species). Another wetland area extends
onto the southwestern corner of the site. This area is characterized by various scrub/shrub vegetation at the
head of a wetland draw contiguous with the Brunswick River. In addition, a narrow wetland finger
contiguous with the marsh extends into uplands along the central eastern edge of the property. This area is
predominantly unvegetated and appears to carry ephemeral flow during periods of high site discharge.
Stormwater Certification and a Sediment and Erosion Control Permit has been received and site grading
has been initiated in areas outside of the 75' setback Area of Environmental Concern (AEC). Wetlands
have been physically flagged in the field, and a confirmation of the wetland boundary has been received
from the US Army Corps of Engineers (ACOE) (refer to the signed wetland survey in the enclosed
application).
IV. POTENTIAL ENVIRONMENTAL IMPACTS
The applicant is requesting fill of 0.1 acres of jurisdictional 404 wetlands. The requested fill area is
characterized primarily as an unvegetated stormwater drainage outlet (ranging between 5' to 15' wide). An
old outlet structure (tile drain) at the head of the wetland finger appears to be the primary source of
hydrology. The drainage area is highly degraded with concrete, bricks, and refuse clearly evident (refer to
photographs attached in the application). In light of the historical use of the site, this drainage outlet is
likely a conduit for high nitrogen (N) and phosphorous (P) to the adjacent marsh as evidenced by the
abundance of algae on surface sediments and in microdepressional channels. The edges of this area is
characterized by wax myrtle (Myrica cerifera), but much of the drain itself is unvegetated. From a
functional standpoint, it does not possess any characteristics that contribute or give rise to common wetland
functions. Its low vegetative density and physical condition results in reduced residency times. Therefore,
its capacity for flood attenuation, nutrient filtration/transformation, and groundwater recharge is considered
poor. Its ecological integrity has been compromised by previous site use. The area provides limited (if
any) wildlife habitat nor does it provide any aesthetic, recreational, and educational potential. In fact, the
requested fill will help to remove a source of high N and P to adjacent waters and will allow for stormwater
to be directed into a basin and treated via sediment and nutrient removal.
No other fill activity is requested on the site. The proposed site design represents little if any detrimental
impact to wetland and aquatic resources. Removal of rotting pilings and dockage along the waterfront in
addition to stabilization of an eroding bank on the northeastern corner of the property will have positive
environmental effects. The bank rip-rap will be installed above mean high water and will help prevent
current erosion and sediment loading to the river. The proposed land use is of relatively low impact
compared to other industrial development. Water-related structures do not require dredging of any kind.
Boats will be launched via the travel lift and will be tied at the docks only during brief periods of testing.
There will be an above ground storage tank (AST) located adjacent to the manufacturing facility for fueling
prior to boat launch (the tank will be installed and operated in compliance with all AST standards). In light
of the historical use of the site and the condition of the site immediately prior to KCS ownership, this
project has and will continue to help remedy long-term environmental site issues (i.e. asbestos
contamination, on-site waste/debris, and nutrient loading to adjacent waters).
2
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
c. Street address or secondary road number.
1. APPLICANT SR 1435 (Navassa Rd.)
a. Landowner:
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Name KCS International. Inc
Address PO Box 78
City Oconto State WI
Zip 54153 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Christian Preziosi - LMG, Inc.
Address PO Box 2522
City Wilmington State NC
Zip 28402 Day Phone[phone]
Fax [phone]
c. Project name (if any) KCS International
Navassa Project
NOTE. Permit will be issuedin name of
Candowner(s), andlor project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
b. City, town, community or landmark.
Navassa
Revised 03/95
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Confluence of Brunswick & Cane Fear Rivers
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.
Commercial boat manufacturine facility with
travel lift and dockaize for boat testing only
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
work: removal of dilapidated structures &
construction of new structures
c. Will the project be for public, private or
commercial use? Commercial
d. Give a brief description ofpurpose, use, method
of construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. See attached narrative
4? .1 U L 1 g 2000 1
4
?IV4S!JN OF
COASTAL MANAGEMENT
T? rk,
I
J U N O o 2000 j rL? Form DCM-MP-1
DIVISION OF
TAL Mm ?`b s{ r b E 4. LAND AND WATER existing wastewater treatment
CHARACTERISTICS facilities.
Sewer will be Provided by the Brunswick
Countv Economic Commission
a. Size of entire tract 60.1 ac
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW
or NWL 18.0'
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Only discharge will be surface runoff after being
d. Soil type(s) and texture(s) of tract
Baymeade fine sand, Bragg fine sandy loam
e. Vegetation on tract Blackberry, Broomsedge,
Dog Fennel Fescue & other upland graminoids
directed through retention pond
o. Describe existing drinking water supply source.
Town of Navassa water system
f. Man-made features now on tract Abandoned 5. ADDITIONAL INFORMATION
fertilizer factory and barge dock
g. What is the CAMA Land Use Plan land
classification of the site? (consult the locanand use plan)
Conservation Transitional
X Developed Community
_ Rural Other
h. How is the tract zoned by local government?
Industrial
1. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, tfapplicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom?
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carry
out the project.
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8 ''/z" by 11 " white paper. (Refer
to Coastal Resources Commission Rule 7J.0203
for a detailed description.)
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
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
Revised 03/95
Form DCM-MP-1
the 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.
NameKerr/McGee Corporation
AddressPO Box 25861 Oklahoma Citv OK 73125
Phone
Name CSX Transportation
Address 500 Water St., SC J180 Jacksonville FL
32202-4467
Phone [phone]
* A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers, permittee, and issuing dates.
N/A
* A check for $250 made payable to the
Department of Environment, Health, and Natural
Resources (DE14NR) to cover the costs of
processing the application.
* A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1 to
10) if the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act.
C`V JUN G 6 2000
DIVISION OF
COASTAL MANAGEMENT
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to
this application will allow only the development
described in the application. The project will be
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I certify that I am authorized to grant, and do in
fact, grant permission to representatives of state
and federal review agencies to enter on the
aforementioned lands in connection with evaluating
information related to this permit application and
follow-up monitoring of the project.
I further certify that the information provided in
this application is truthful to the best of my
knowledge.
This is the 51111day of JAC , X 2040.
PrintName L4#C1JT1AN ACW-D51
Signature __/ %i,
Ec downer or ?fetJforized Agent
Please indicate attachments pertaining to your
proposed project.
X DCMMP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
Revised 03/95
Form DCM-M -2
EXCAVATION
AND FILL
(Except bridges and culverts)
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.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access channel
(MLW) or
(N WL)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other (Excluding
shoreline
stabiliz-
AJUN 0 6 2000
DIVISION OF
COAS SAL MANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes No N/A
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes No N/A
JUN 0 11110
DIVISION OF
If Yes, COASTAL MANAGEMENT
(1) Amount of material to be placed in the water
(2) Dimensions of fill area
(3) Purpose of fil
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 220'
c. Average distance waterward of MHW or NWL
Of
d.Maximum distance waterward ofMHW or NWL
e. Shoreline erosion during preceding 12 months
f. Type of bulkhead or riprap material
Stone
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area 0.10 ac
(2) Purpose of fill Refer to attached narrative
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled? Per erosion control
plan, silt fences, retention ponds
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Backhoes for stormwater ponds:
Bulldozers for upland grading
c. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
?U IMWNIITONAL, - I?/iVAssFl ?I'?1£cT
Applicant or, Project Name
Si ature J
6-5- Oa
Date
Revised 03/K
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-I. Be sure to
complete all other sections ofthe Joint Application
that relate to this proposed project.
a. Type and number of buildings, facilities, units
or structures proposed I assembly building, 1
lamination building I maintenance building
(attached), and I tools/shrink wrap unit
b. Number of lots or parcels N/A
c. Density (give the number of residential units
and the units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 35 ac
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? X Yes No
If yes, date submitted J] -8-99 (approved)
f List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Asphalt and gravel
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?
X Yes No
If yes, date submitted 11-8-99 (approved)
i. Describe proposed method of sewage disposal.
Public sewer system for Brunswick County
j. Have the facilities described in Item I. above
received state or local approval? Yes
(Attach appropriate documentation)
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
Stormwater runoff filtered from retention pond
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water system
in. Will water be impounded? X Yes No
If yes, how many acres? ---0.5 ac for stormwater
retention ponds only
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the case of
an Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0%
Revised 03/95
CS lNr??uvAnONAL
Appli n or roject Name
ture
HIT PL I
Date i
J UL 1 9 2000 / I
DIVISION OF
GOAS iAL MANAGEME::NT
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections ofthe Joint Application
which relate to this proposed project.
Dock(s) and/or Pier(s)
(1) X Commercial -Community -Private
(2) Number 1
(3) Length 208'
(4) Width 8'
(5) Finger Piers Yes X No
(1) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes No
(i) Number 5
(ii).Length 37'
(iii) Width 8'
(7) Number of slips proposed 4 (temporary
moorings)
(8) Proximity of structure to adjacent riparian
property lines >15'
(9) Width of water body ranging from 400-600'
(10) Water depth at waterward end of pier at
MLW or NWL - 40'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetland
Revised 03/95
(3) Maximum distance beyond MHW, NWL,
or wetlands
Mooring buoys N/A
(1) Commercial _Community_Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift,mooring pilings, etc.)
(1) -Commercial -Community _ Private
(2) Number
(3) Length N/A
(4) Width
g. Other (Give complete description)
Travel lift extending 106' waterward 21'
span
V E
J l I ` i 9 2000
DDIVISION OF-
'0ASTAL MANAGEMENT
?-3/-00
Date

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Area requested for fill activity - 0.10 ac
SCALE 1" = 60'

KCS International, Inc. Land Management Group, Inc. Site Design - Fill Request
Navassa Project Environmental consultants Andrew & Kuske
Wilmington, N.C. Consulting Engineers, Inc.
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DIVISION OF
COASTAL MANAGEMENT
AGENT DISCLOSURE FORM
TO WHOM IT MAY CONCERN:
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3805 9V.?A&.d4 .?.enaa
mini on, d{f 28403
I/we, the undersigned, hereby authorize Land Management Group, Inc., to act as our
agent in the preparation and representation. of information submitted within the
enclosed 404/409 and/or CAMA applications. All questions in regards to this
application should be directed to Land Management Group, Inc.
Sincerely,
Owner/Applicant
?000
Date
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SCALE 1" = 2.4 miles
KCS International, Inc. Lana Management Group, Inc.
Navassa Project Environmental Consultants Site Viciniy Map
Wilmington, N.C.
Leland`Q? d, '
ep Castle llayne . Quad._
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KCS International, Inc. Land Management Group, Inc.
Environmental Consuftar?ts
Navassa Project Wilmington, N.C.
SCALE 1" = 2000'
USGS Topographic
Quadrangle Map

JUN ID 6 ????
IACSTAL D!VISION OF
?A44
i i € Approximate Extent
of Project Area - 60 ac
KCS International, Inc. Land Management Group, Inc,
Navassa Project Environmental Consultants
Wilmington, N.C.

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SCALE 1" = 2000'
Brunswick County
Soil Survey Map
?5.:32t
Approximate Extent
of Project Area - 60 ac
KCS International, Inc. Land Management Group, Inc.
Navassa Project Environmental Consultants
Wilmington, N.C.
SCALE 1" = 1000'
1998 Aerial Photograph
Dlorv)axC Design Andrew and Kuske Sheet
!
902 Market St. CONSULTING ENGINEERS. INC. Wilmington. N.C. 28401 L
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Space Requirements For Typical Boat Lengths
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70OFM 75 71.86 00.26 18x6 81.75 24,92 19.28 13.16 7.5 24
808FM 06 23.01 67.25 2030 91.75 27.17 62 6 16.0 8 V
1001FM 109 32.00 60.75 24.61 111.75 34.06 80.75 18.52 9 2.7
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RORMUtA Clearance Olrtanelona "X" s 1.7r(043m)-"Y".5A' Descriptions "ootto ohsngs without notice.
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The above drawings constitute a suggested method of A
construction only. User must obtain approved plans from his own
engineering firm to meet the specific requirements of his
particular operation.

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Box 27447, Raleigh, N.C. 276 1 1-7447. 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 John Dorney at 919-733-9646.
Sincerely,
Kerr C. Stevens
Attachment
cc: Corps of Engineers Wilmington Field Office -
Wilmington DWQ Regional Office
Doug Huggett, DCM
File Copy
Central Files
Christian Preziosi, P.O. Box 2522. Wilmington, NC, 28402

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
D E N R
October 6, 2000
DWQ# 00-1056
Brunswick County
KCS International, Inc.
P.O. Box 78
Oconto, WI, 54153
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Madame/Sir:
You have our approval, in accordance with the attached conditions, to fill 0.10 acre of vegetated wetlands
in order to construct a boat manufacturing facility at the confluence of the Brunswick and Cape Fear Rivers in
Brunswick County, as described in your application received 10 August 2000. After reviewing your application,
we have determined that this work is covered by General Water Quality Certification Numbers 3274. This
Certification allows you to use your CAMA Permit when it is issued by the Division of Coastal Management. In
addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying CAMA Permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter
and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional
condition listed below:
An additional condition is that a final, written stormwater management plan shall be approved by this Office
before the impacts specified in this Certification occur. The stormwater management plan must include plans
and specifications for stormwater management facilities including construction of an extended detention
wetlands designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual. Also, before any permanent building is occupied at the subject site, the
facilities, as approved by this Office, shall be constructed and operational, and the stormwater management
plan, as approved by this Office, shall be implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O.
Wetlands/401 Unit ? 1621 Mail Service Center ? Raleigh, North Carolina 27699-1621
Telephone [phone] ? FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/ 10% post consumer paper
REPLY TO
ATTENTION OF:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403
August 23, 2000
Regulatory Division
Action ID No. 200001577
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1162
Dear Mr. Dorney:

huhf T`it'?p? 14
Reference the application of KCS International, Inc. for Department of the Army
authorization and a State Water Quality Certification to construct a boat manufacturing facility
with a travel lift, pier and floating dock system, four boat slips and rock riprap in the Brunswick
River near Navassa, Brunswick County, North Carolina. Your receipt of this letter verifies your
acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for State action.
Therefore, if you have not acted on the request, or asked for an extension of time, by October 14,
2000, the District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to the undersigned, available at telephone (910)
251-4636.
Sincerely,
c:__? J / 1 \ vc?
J
effrey H. Richter
Regulatory Project Manager
Copy Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
C?n 056
REPLY TO
ATTENTION OF:
Regulatory Division
Action ID No. 200001577
KCS International, Inc.
Post Office Box 78
Oconto, Wisconsin 54153
Dear Sir:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 22403
August 23, 2000

On July 24, 2000, we renewed general permit No. 198000291 (copy enclosed), which provides
Federal authorization for construction activities that receive authorization from the State of North
Carolina.
A review of your application received August 7, 2000, for Department of the Army
authorization to construct a boat manufacturing facility with a travel lift, pier and floating dock system,
four boat slips and rock riprap in the Brunswick River near Navassa, Brunswick County, North
Carolina, indicates it to be a candidate for Federal authorization under this general permit.
Accordingly, the administrative processing of your application will be accomplished by the North
Carolina Division of Coastal Management. Comments from Federal review agencies will be furnished
to the State.
If your application must be withdrawn from this general permit process for any reason, you will
be informed regarding its further management. If there are no unresolved differences in State-Federal
positions or policies, the final action taken on your application by the State will result in your receiving
written notice from us that your application is consistent with the general permit and you may
commence your activity. Only after receiving such confirmation should you begin work.

Your application, pursuant to Section 10 of the River and Harbors Act and Section 404 of the
Clean Water Act, has been assigned Action ID No. 200001577. It will be coordinated by the
undersigned, available at telephone [phone].
Sincerely,
Jeffrey H. Richter
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U. S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dr. Garland B. Pardue, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr., District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
F
DEPARTMENT OF THE ARMY
% •?'\?I??/ \ WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
J WILMINGTON, NORTH CAROLINA 28403
REPLY TO November 2, 2000
ATTENTION OF:
Regulatory Division
Action ID No. 200001577 and State Permit No. 157-00
KCS International, Inc.
Post Office Box 78
Oconto, Wisconsin 54153
Dear Sir:
Reference your application for a Department of the Army (DA) permit to construct a boat
manufacturing facility with a travel life, pier and floating dock system, four boat slips and rock
riprap in the Brunswick River near Navassa, Brunswick County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you inay commence construction activity
in strict accordance with applicable State authorization and the enclosed plan. Failure to comply
with the State authorization or conditions of the general permit could result in civil and/or
administrative penalties.
Please be advised that the following is a condition of this DA permit:
1. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States.
No claim shall be made against the United States on account of any such removal, relocation, or
alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE, Chief Source
Data Unit, Attention: Sharon Tear N CS261, 1315 E West HWY RM 7316, Silver Spring, MD
20910-3282 at least two weeks prior to beginning work and upon completion of work.
2. No fill material will be placed at any time, including temporarily, in waters or wetlands
outside the footprint of that shown on the permit plans.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to Jeff Richter, Regulatory Division, telephone
[phone].
Sincerely,
G. Wayne Wright, Chief
Regulatory Division
Enclosure
Copies Furnished (with encl.):
Chief, Source Data Unit
NOAA\National Ocean Service
ATTN: Sharon Tear N/CS261
1315 East-West Hwy, Rm. 7316
Silver Spring, Maryland 20910-3282
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dr. Garland B. Pardue, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. William L. Cox, Chief
Wetlands Section - Region 1V
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr., District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
THIS MAP FOR PRELIMINARY PLANNING ONLY
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KCS International, Inc.
Navassa Project

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Environmental Consultants
Wilmington, N.C.
SCALE 1" = 60'
Site Design - Fill Request
Andrew & Kuske
Consulting Enbinccrs, Inc.
NT
Dot Desig'nQ Andrew and Kuske jSheet 7 0 d'? ^-? 902 Market St. CONSULTING ENGINEERS, INC. Wilmington. N.C. 2840Of
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Received Mar-10-00 11:08am from 920 834 2797 ANDREWBKUSKE page 2
MAR. 10. 2000 10: LEAM KCS TNTERNAT'L 1NC 10.51: . r'. R , 2/z•,
Space Requirements For Typical Boat Lengths

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MODEL TYPICAL I OAY L"M DIMQ RION A OIMIN VON / OtMEM UON C DIMEN SION I
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5
258FM 66 16.76 143.73 1334 Ot.7S 18.82 14.75 10.39 5 .
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508M1 78 PP 88 S9 29 tE.06 8t,7S 24.92 42M 12,68 7.5 2.5
706FM 75 7168 60.26 1846 81.75 24,02 43 2S 13.18 7.5 2 3
008FM 86 23.91 67.25 20.60 91.75 27.67 52.5 16,0 6 2 4
1009FM 109 J2.0o 80.75 2441 111,75 34.06 75 1E S2 9 27
15CAMO 105 52,00 81.73 24.92 111.75 34.OS 62TS 19.13 D 27
209FM 123 18.io 100.0 30148 131.7d 4a16 74.75 22.76 1 13 4
0
SooeFM 160 46,72 11275 34.67 1 158.75 47.76 78.76 21,0 13 .
4 0
IJAt=Q. Tk. .l.......L --6-. A- - ?._I, ___ _._.._ .. .. . _
r•--• -r--? ..?.,,.............. ww? is?iyW?a ma 1Mr QO aa6PWO LO 1Ult SNCMt 4rC LM#tWo".
FORMULA: Clearanos Dimensions "X" ¦ 1.78`(Mrn) - W" ¦ 814' (1.3rn. D*sorlptions "Dot to ohnn" without notfcs.
Pre-Stressed Concrete Style Pier (suggested)
rytm TRAM
WIDTH ARKA
ELEVATION I - r
WA UNIT K.W'
1i - r.. ).VEL
..
SIDE VIEW END VIEW
I l}-61WALKWAY
ANGLE: i i
=NOFki`7C 88=01N AND
FUND 70' L
A AND P1LWQ_
RWOOD L -.
The sboVS drawinfla COnatltuts a suggested mathad of
oonstruotlon only. U4er must obtAin approved plans from his own
engI?nearing term to meat the tpeelllo requirements of his 1
psrttoular operation.
10n 100BFM ICW of machine should t>e At taptj 6" more then IOW of pier. ENLARGED END VIEW
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Dat
)O O Design /
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902 Market St. Andrew and Kuske
CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401 :Sheet

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