20030995 Ver 1_COMPLETE FILE_20030811

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 17, 2003
DWQ# 03-0995
Craven County
Hatteras Yachts, A Division of Genmar Industries, Inc.
C/o Mr. Robert M. Chiles
110 N. Glenburnie Rd.
New Bern, NC, 28560
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Chiles:
You have our approval, in accordance with the attached conditions, to dredge and fill 0.0121 acre of non-vegetated wetlands in
order to install a travel lift well and associated bulkhead adjacent to an existing travel lift at Hatteras Yachts in New Bern, Craven County,
as described in your application received by the Division of Water Quality on August 11, 2003. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3400, which can be downloaded from our web site at
htti)://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when issued by the NC 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, Non-Discharge, Water Supply Watershed and U.S. Coast Guard 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 in writing 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 and the additional
conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed;
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 conforming 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 Mike Thomas in our Washington Regional Office at [phone] or Cyndi Karoly in our Central Office in
Raleigh at [phone].
Sincerely,
/ ? Alan W. Klimek, P.E.
AWWcbk f
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett, DCM
Robert Chiles, P.O. Box 3496, New Bern, NC, 28564
030995

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http•//h2o.enr.state.nc.us/ncwetlands)
^--°-- - 1 011 LAYS 4 ]AQ
MEMORANDUM
TO: John Dorney Regional Contact: Mike Thomas
Non-Discharge Branch WO Supervisor: Jim Mulligan
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Hatteras Yachts
Project Number 03 0995
Recvd From DCM
Received Date 8/11/03 Recvd By Region
Project Type install travel lift well and associated bulkhead
County Craven
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. supp. Basin Req. Req.
CAMA Waters O 1 O N 27 (96) SC S,ANSW 30,410. 0.08 F
NBR Ruilers K _Y ON F_ F
F P-7-0 N F
__ F__ F__F__ F__ F__ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y (ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: 0 ISSue O ISSue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue no conditions
cc: Regional Office
Central Office Page Number 1
Facility Name Hatteras Yachts County Craven
Project Number 03 0995 Regional Contact: Mike Thomas
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
AGA NCDENR ®?
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
August 8, 2003 AUG ?1303
??1ER Q?AIITY RECTI01?
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Hatteras Yachts
Project Location: Craven County, 110 N. Glenburnie Rd., in the City of New Bern, adjacent the
Neuse River.
Proposed Project: Proposes to install a travel lift well and associated bulkhead adjacent to the existing
travel lift.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
August 29, 2003. If you have any questions regarding the proposed project, please contact Tracy Wheeler
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 151-B Hwy. 24, Hestron Plaza IL. Mok)*'9F-C_itV Nndh Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity k Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DCM % DWQ %
Development Type FEE (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not involve 5250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:

It. Public or commercial development •r
that does not involve the filling or 5400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B. C. or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality 5250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality 5400 100%(S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
S400
60%(S240)
40%(S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached)
5400
60%(S240)
40%($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60%(S285) 400% (5190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Hatteras Yachts, a Division of Genmar Industries, Inc.
PROJECT NAME:
2. LOCATION OF PROJECT SITE:
Photo Index - 2000: 212-818 1:17 1995: 70-7811:20
State Plane Coordinates - X: 2,575,500 Y: 511,800
Askin Quadrangle Lower Left
GPS File # To Be Forwarded
3. INVESTIGATION TYPE: CAMA 7 D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2 June 2003
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 5 August 2003
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Developed (Land), Conservation (Water)
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - City of New Bern Sanitary Sewer
Planned - N/A
(F) Type of Structures: Existing - Manufacturing facility, 2 basins, boathouses, travel lift well
Planned - Travel lift well and bulkhead
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
TAR RnnRn 'PTT T RTl nTUT7D
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 351 ft2 175 ft2
Basin Bottom Excavated
(C) Other 1,890 ft2 1,256 ftz
Uplands
(U) 1 otal Area uisturbed: 3,6"/2 tt` 0.08 ac
(E) Primary Nursery Area: No
(F) Water Classification: SC SW NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to install a travel lift well and associated bulkhead adjacent
to the existing travel lift.
Hatteras Yachts
Travel Lift Bay
Craven County
Project Setting
The applicant owns a 96.4-acre tract of land adjacent to the Neuse River in New Bern, in
Craven County, North Carolina. The property is on the south bank of the Neuse River, and has an
elevation of approximately ten feet above the normal water level. Housed on the site is the existing
production facility for Hatteras Yachts, manufacturers of 50-100 ft custom sportfishing and motor
yachts. Vessels are constructed entirely at the New Bern facility and approximately half of the
property is covered by impervious surface. Several existing buildings on the site contain the
construction facilities and business offices. There are two large boathouses and two existing basins
used to store completed vessels and vessels returned to the plant for repairs. The shorelines in the
basins and inside the boathouse are stabilized with bulkhead and riprap material. Asphalt and
concrete parking lots and driveways extend between the existing buildings and provide vehicular
access to portions of the plant. The parking areas also function as dry dock and work areas for
several boats out of the water.
There are extensive undeveloped uplands on the northeast half of the property vegetated with
mixed pines, catbriers, poison ivy, and shrubby species. Areas of freshwater wetlands vegetated with
scattered cypress trees, bull tongue, arrow arum and cattails border the shoreline in the undeveloped
portion. The property is bordered on the east and west by developed residential properties that are
vegetated with pine trees, shrubs, small hardwood trees, mixed grasses and landscape plants. The
Neuse River forms the northern property line. The project area is located at the northwest corner of
the property, adjacent to an existing 250' by 250' basin and an existing travel lift. The basin is
connected to an existing channel contiguous with the Neuse River. The basin is bordered on the east
and west sides by large boathouses, and on the south side by an asphalt parking area. The water depth
is - 12' NWL in the existing basin.
The Neuse River is classified SC SW NSW by the Environmental Management Commission
and is not open to shell fishing at this location. The property is located in the Neuse River Basin, and
is subject to the Environmental Management Commission's (EMC) Neuse River Basin Nutrient
Sensitive Waters Management Strategy.
Project Description
The applicant proposes to install a travel lift well and associated bulkhead adjacent to the
existing travel lift. Hatteras has expanded the size of some of its yachts and the existing structure
cannot accommodate the larger vessels. Installation of the travel lift would require excavation of a
27' by 83' basin between the existing travel lift well and an existing boathouse. Approximately 70'
by 27' of the basin would be excavated from high ground, and the remaining portion would be
constructed below the normal water level in the existing basin. The applicant proposes to install a
temporary sheet pile wall between the open water and excavation area, to excavate the basin using a
backhoe positioned on high ground. The wall would be removed upon completion of the lift well.
Final project depths would be -11' NWL. The spoil material would be transported to an approved
high ground site for disposal. The applicant proposes to install 220' of sheet pile bulkhead around the
Hatteras Yachts
Craven County
Page 2
perimeter of the new basin to provide support for the lift. Tieback rods would extend 12' landward of
the proposed bulkhead. The bulkhead on the north side of the lift would extend 20' waterward of the
shoreline. The applicant proposes to fill an area of open water 10' wide and an average of 17.5' long
for one of the tracks of the travel lift. A 20' by 35' triangle shaped area of the existing boathouse roof
would be removed to allow operation of the travel lift. An existing sewer line would be relocated
landward of the proposed development.
Anticipated Impacts
The project as proposed would impact 3,672 ft2. Approximately 1,890 R2 of highground
would be excavated for the lift well construction. An additional 1,256 ft2 of high ground would be
disturbed during installation of the tieback rods associated with the proposed sheet pile bulkhead.
During construction of the travel lift well, 351 ft2 of shallow water in the adjacent basin would be
excavated to create water depths needed for lift operation. Construction of one of the tracks for the
travel lift would result in the filling of 175 ft2 of shallow water. Localized short-term turbidity
increases will result from construction activities.
Tracey L. Wheeler - 7 August 2003
Form DCM-W-1
L ICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Hatteras Yachts A Division of
Genmar Industries, Inc.
Address 110 N. G.lenburnie Rd.
City New Bern State N . C .
Zip 28560 Day Phone [phone] nl
Fax [phone]
b. Authorized Agent:
Name Robert M. Chiles, P.E
Address P. 0. Box 3 4 2 9
City New Bern State N . C .
Zip 28564 Day Phone [phone]
Fax [phone], C3
c. Project name (if a nv) N e %?t I_ I_ i f t w e 1. l_
NOTE: Permil will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT

b. City, town, community or landmark
New Bern
c. Street address or secondary road number
110 N. Gleoburnie Rd
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) N e u s e River
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.
Construct a new travelift well
to allow lauch and make ready of
larger vessels planned for
construction
b. Is the proposed activity maintenance of an existing
project, new work, or both? see a d d i t i o n a_l
data attached
c. Will the project be for public, private or commercial
use? Private Commercial Use
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. see additional data
attached
a. County Craven
- - -u - ?....sr-. --..i.ta:.:?-...... ._.?.?...??-Y •:c>tii., ? ?..'V.JGa?L?.L:SY_c?'a?'ra.+?a?r._ ___ .?_a?????-._...__...___
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 96 .4+/- acres
b. Size of individual lot(s) N / A
c. Approximate elevation of tract above MHW or
NWT 101+/-
d. Soil type(s) and texture(s) of tract
Granular fill over sandy clay
e. Vegetation on tract Tract is primarily
navemen with rip-ran shnrelinP
f. Man-made features now on tract Yacht m a n u f a c t-
"uring facility with offices,etc.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local lar=d use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
T-1 Light Industrial
i. Is the proposed project consistent with the applicable
zoning? x_ Yes No
(Attach zoning compliance cerrificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X 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 X No
Are there wetlands on the site? X Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted? No
(Attach doc unentation, if available)
m. Describe existing wastewater treatment facilities.
The site is ,,P.ryL-d by City of
New Bern Sanitary Sewer
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.)
Surface runoff
o. Describe existing drinking water supply source.
City of New Bern Municipal
Water Service
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) o
other instrument under which the applicant claims till
to the affected properties. If the applicant is no
claiming to be the owner of said property, the:
forward a copy of the deed or other instrument unde
which the owner claims title, plus written permissio
from the owner to carry out the project.
An accurate, dated work plat (including plan vie'
and cross-sectional drawings) drawn to scale in blac
ink on an 8 1/2" by 11" white paper. (Refer t
Coastal Resources Commission Rule 71.0203 for
detailed description.)
Please note that original drawings are preferred ar
only high quality copies will be accepted. Blue-1u
prints or other larger plats are acceptable only if
adequate number of quality copies are provided 1
applicant. (Contact the U.S. Army Corps
Engineers regarding that agency's use of larg
drawings.) A site or location map is a pan of P,
requirements and it must be sufficiently detailed
guide agency personnel unfamiliar with the area to t
see additional datr E;' ut;t 1, ,
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
° A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that 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.
e
Name See Attach
Address Information
Phone
Name
Address
Phone _
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permirtee, and issuing dates.
See Attached Additional Tnfnrmation
• A check, for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHN-R) 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.
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 2ND day of July ,)1)9X 2003
Print Name Ap-d M i s k J r
Signature
Landowne or Atuhorized
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in th-'
space provided at the bottom of each form.
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.
Access
channel
(viLW) or (NNVL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Length Width Depth Depth
82' 27' +9'MSL -11'M EL

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards J _ n R 2 c u . y d s
b. Type of material to be excavated granular
fill,sandy clay
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 533 cu . y
2. DISPOSAL OF EXCAVATED
MATERL- L See Attached additional
Data -
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Form DCM-NIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or oth-lr wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) purpose of fill
b.
Will fill material be placed in
(marsh), SAVs or other wetlands?
Yes No
If Yes,
(1) Dimensions of fill area _
(2) purpose of fill
b. Length 220' +/ li ?hanr- d'i -t °,
c. Average distance water-ward of MHW or NWL ds
35' (basin to be built in lan
d. Nmaximum distance waterward of MHW or NWL
20'
e. Shoreline erosion during preceding 12 months c h e d
See A,dditioha 1nfoTmetion Atta
(Source of infornsation)
5. GENERAL.
w i be kept e on site
l material
a. How will excavated or fill
a n e c
and erosion controlled.
behind sheet pile retainin s_
reventin erosi
f. Type of bulkhead or riprap material i l e s P l S h e e t
piling with steel kinq_n
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill n c u v d
h. Type of fill material compacted sand -
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Hydraulic Backhoe piledriveL-
c. Will wetlands be crossed in transporting equipment
X No
to project site? Yes
If yes, explain steps that will be taken to lessen
environmental impacts.
i . Source of fill material P e r m i t t aL (' e m m e r i a l
Mine handled it rnntrartnr'c -
Specifications
4. OTHER FILL ACTIVITIES
(Excludinb Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
New L&M Liftwell at H ttor c y^rh
FmmJ?
4ggiiat
-v 3
Date
coastal wetlands
Form DCM-MP-3
iJPLANI9
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed S i n g l e l i f t w e l l wit h
sheet pile retaining walls
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 X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
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. 0.21 acres
j. Have the facilities described in Item i. above
received state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Su3?.face Runoff
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Concrete
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. See ADD ' L INFO
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N / A
New L&M Liftwell at HsttPrasYarht
Applicant jest e
Signature 7-?-03
Date
ADDITIONAL INFORMATION
FORM DCM-MP-1 "
3.b. The project is new work at an existing facility.
3.c. The project will be for the private commercial use of Hatteras Yachts.
3.d. The proposed project will involve the construction of a rectangular "U" shaped
bulkheaded slip for use with a travel lift to launch and relaunch vessel being made
ready for sale. The construction will involve the removal of an existing 14.2' x 47.6'
wooden decked walkway that connects the existing liftwell to the new L&M building,
construction of a sheet pile retaining wall structure, largely in the existing paved area as
shown in SITE PLAN OF PROJECT AREA. A concrete deck constructed on the top of the
retaining wall structure to support the Travelift. The new lift basin will then be temporarily
closed off with sheet piling and excavated dry. With the spoil disposed of by the
contractor in an approved, permitted spoil site.
4.1. The project location consists of a mixture of asphalt and concrete pavement with a
riprap protected shoreline. Wetlands may be located on the site in the north east corner
past the sales office, SEE ENTIRE SITE PLAN. No wetlands have been delineated as the
proposed project does not impact any areas suspected of being wetlands.
4.n. The facility currently has surface run-off that is covered by the existing NPDES Permit, the
Permit Number is NCG 190007.
5. ADDITIONAL INFORMATION
• A copy of the deed is attached.
• An ENTIRE SITE PLAN of the plant, showing the project area location, was provided
provided by Hatteras Yachts and is attached.
• A SITE PLAN OF PROJECT AREA is attached.
• A vicinity Map is attached.
• No Storm water permit is required as the project area is less than '/2 an acre, which is
below the area to trigger a City of New Bern Storm water plan and permitting.
• The adjacent riparian landowners are as follows:
? Clayton Colefield
500 N Glenburnie Rd
New Bern, NC 28560
Mark Edward & Natalie Paige Bailey
2001 Deep Forest Trail
Raleigh, NC 27603
The facility is operating with the following permits issued in the last five years:
PERMIT PERMIT NUMBER
NC Division of Air Quality 02742TIO (Title V)
NPDES Storm Water Permit NCG 190007
Industrial User Pretreatment Permit IUP 0100
Hazardous Waste USEPA NCD045924065
ADDITIONAL INFORMATION
FORM DCM-MP-2
2. Disposal of the excavated fill will be handled by the contract documents when a
contractor is chosen by the owner. The owner does not plan to hold or retain any
material excavated from the lift well onsite. Disposal will be specified in the contract
documents to occur at a site with proper permitting, such as an approved LCID landfill.
3
VICINITY MAP
Proposed New Liftwell
AT
HATTERAS YACHTS
HA77EW YAC M WW 9M FACY1M NEB a. N.C
MM 24FEM ROBERT M. CHILES, P.E.
in mm 20UM modmm ANO CONS Tmn
ALE. NiS NEV EEnK NORTH CAROLINA
I (,l k I J 5

9
n
3
I
a

a
w, a
101
-PROJECT
AREA
ENTIRE SITE PLAN
HATTERAS YACHTS NEW BERN PLANTSITE
EXISTING FACWTIES AND PROJECT LOCATION
FOR CAMA PERMIT OF
NEW LIFT WELL
DATE, 27 JUNE 03 FOMI L CHLM PE
in N4 ENGINEERS AND CONSULTANTS
SCALES ?? 300 NEW STERN. NORTH CAROUNA
A.UG- 5-03 TUE 1:59 FM ROBERT M CHILES P, E,
AU G 0 5 2003
FAX r'C. 2526373100 F. 3
NORMAL WATERLEVEL +1 MSL
EXISTING ROOF LINE
in
8)
EDGE OF ROOF TOP BE
CROPPED BACK AT THIS DINE
STING LIFT
27.00'

RAP SHORELINE

CONCRETE AND ASPHALT ELEV + MSL
XSTING S NITARY SEWER
EXISTING SANITARY SEWER MANHOLE

/
pPp
PR
/
PROPOSED SANITARY SEWER MANHOLE

\ SITE PLAN QF PROJECT AREA
a
HATTERAS YACHTS
Proposed New Uftwell
82' x 27'
27' Clear Internal Width

am - dmm ROBERT M. CHILES, P.E.
ix mi . vowmae me aareHaeny,
mxn r . ay WW WK watt eAMM
1
?
A
- 5
a
3
?
PS 31 WYE PILE
EXISTING ROOF L E-\
' DIAMETER PILING _of 2 PS 31 SHEET PILE
RIP RAP SHORELINE
PLAN
--I 9.76' 27A0' 1 2.0 1,
1
6.00' t LDRIVIAL WATERLEVEL +1 MSL
1
12.00'
t?
CROSS SECTION
LIFT WELL ARRANGEMENT
HATTERAS YACHTS
Proposed New Liftwell
82' x 27'
27' Clear Intemal Width
HATIEPM YAOM NEW GM FACLnVM NEV N.C.
3AM 24171=1 ROBERT M. CHILES, P.E.
.m N6 20m= voke l! AND oaiSuITANTS
SCAE, _L- 20' NEW 9804 NOM CAROLINA
Nab '-1 oC 5
AUG- 5-03 TUE 1:59 PM P,OBEP,T M CHILES P, E,
^`T EXISTING ROOF
FAX NO. 2526373100 F. 2
!?U U 2003
PROPOSED CUT IN EXISTING ROOF LINE
' 2' DIAMETER PILING
NORMAL WATERL.EVEL +1 WI L
-10
-e
?a
a RIP RAP SHORELINE
R?
+w
i
PLAN
AL WATER LEVEL
EVEL/DREDGE LEVEL
CROSS SECTION
LIFT WELL ARRANGEMENT
a® ? raw WfWUW s
Proposed New Liftwell
A.
HATTERAS YACHTS
Amm i a r 3F ?Fa a?x•, as
TMW, &OWN ROBERT M. CHILES I IF.
in to enooecrs mm ca4sj, r-
I? 1 S cry `?
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Hatteras Yachts
Project Number 03 0995
Recvd From DCM
Received Date 8/11/03 Recvd By Region
Project Type install travel lift well and associated bulkhead
County Craven
County2
Region Washington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.

CAN4 A Waters O YO N SC S.vNSW x(1.410. 0.08 F- F-

NBR Puffer, O Y O N ???

Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: QQ Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue no conditions
cc: Regional Office
Central Office Page Number 1
Facility Name Hatteras Yachts
County Craven
Project Number 03 0995
Comments (continued from page 1):
Regional Contact: Mike Thomas
Date:
cc: Regional Office
Central Office Page Number 2