20010088 Ver 1_COMPLETE FILE_20010124

O?O?. WA ?<11:RQG
CO r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 12, 2001
DWQ# 01-0088
Chowan County
Douglas H. Swanson
Waff Contracting, Inc.
P.O. Box 237
Edenton, NC, 27932
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Swanson:
You have our approval, in accordance with the attached conditions, to dredge and fill in 0.25 acre of shallow water
habitat and to shade or disturb 1.11 acres of non-vegetated wetlands and shallow water habitate in order to create a basin
and construct a breakwater, boat slips, access platform, bulkhead, boatramp and travel lift on your property in Chowan
County, as described in your application received by the Division of Water. Quality on January 24, 2001. After reviewing
your application, we have determined that this fill is covered by General Water Quality Certification Number 3274. This
Certification allows you to use your CAMA Permit when it is 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 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 and the additional condition listed below:
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, P.O. Box 27447, Raleigh, N.C. 27611-
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.
in erely,
teve s
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
010088
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
U t"UUVV
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
January 23, 2001
NCDENR
JAN2t1
?Y?, ) t r
MEMORANDUM: s cr
TO: 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: Waff Contracting, Inc.
Project Location: South side of SR 1119, Edenton in Chowan County adjacent to
Albemarle Sound
Proposed Project: Excavate material to create a basin, construct a breakwater,
additional boat slips, an access platform, bulkhead, boatramp and travel lift.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by February 13, 2001. If you have any questions regarding the proposed
project, please contact M. Edward Harrell at [phone]. When appropriate, in-depth
comments with supporting data is requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons described in the
attached comments.
SIGNED DATE
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMERPAPER
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT 0 1 0 0 8 8
1. APPLICANT'S NAME: Waff Contracting, Inc.
2. LOCATION OF PROJECT SITE: South side of SR 1119, Town of Edenton, Chowan County, adjacent
Albemarle Sound
Photo Index - 1995: 153-1586 K-7/8 1989: 112-3 O/P-15 1984: 112-849 M-8/9/10
1978: N/A
State Plane Coordinates - X: Y:
C' PS -6 ono sao,q
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/14/00
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 11, 2001
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Chowan County
Land Classification From LUP - Conservation, Transitional
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Public sewer
Planned -None
(F) Type of Structures: Existing - 60' x 85' boathouse, breakwaters, 3 slips
Planned - 7 slips, access platform, boatramp, travel lift, breakwater
(G) Estimated Annual Rate of Erosion: 0 ff
Source - Applicant 5 I I
Y
7. HABITAT DESCRIPTION: [AREA]
DREDGED /FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands Shaded
Estuarine Waters/Public Trust 2,126 sq.ft.
Area
(C) Shallow water habitat 9,800 sq.ft. 1,008 sq.ft Disturbed
Estuarine Shoreline AEC 6,030 sq.ft.
Highground outside AEC 40,350 sq.ft.
(D) Total Area Disturbed: 59,314 sq.ft. (1.36 acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SB Open: N/A
8. PROJECT SUMMARY: Excavate 3 500 cubic yards of material to create a 16,180 sq. ft. basin, construct
210' of breakwater, 7 additional boat slips (for a total of 10 boat slips), a 212' access platform, 216 linear
feet of steel concrete bulkhead, an 18' wide boatramp and 2 1' wide travel lift.
Waff Contracting, Incorporated
Field Investigation Report
Page Two
Project Setting
Waff Contracting, Incorporated owns a 1.9 acre parcel located on the south side of
Midway Drive (SR 1119) off Country Club Drive (SR 1129) near Edenton in Chowan County,
adjacent to the Albemarle Sound. Elevation of this 210' wide x 500' deep parcel ranges 1'-9'
above mean sea level. No vegetation was noted on the site with the exception of volunteer
grasses.
Man-made features on this site consist of a 65' x 85' boathouse containing 3 boat slips, a
130' x 135' boat basin with a 40' wide opening to Albemarle Sound. Approximately 240' linear
feet of wooden breakwater has been constructed around the basin which has been excavated to a
depth of 8' below NWL. During World War II the site was used by the US Navy. Since the late
1940's the site has been used by various boat manufacturing firms.
Minor CAMA Permit #2000-004, which was issued on July 26, 2000. authorized a
landward expansion of the boathouse to an overall dimension of 85' x 95' and the construction of
a 30' wide "L"-shaped concrete pad on the west side of the boathouse. As of this date the work
authorized by Minor Permit #2000-004 has not been started.
The waters of the Albemarle Sound in the vicinity of the project are classified as SB by
the NC Division of Environmental Management. These waters are classified as Coastal Fishing
Waters by the NC Marine Fisheries Commission and NC Wildlife Resources Commission.
Water depths in the project area (out to 100' in the sound) measure 1'-6' below NWL. The
presence of submerged aquatic vegetation was not noted in the vicinity of the project. Review of
available information suggest that there are no known archeological sites or geological
formations associated with the applicant's property.
Protect Description
The applicant requests authorization to undertake the following development:
- Construct 210 linear feet of new concrete breakwater to enlarge the existing basin. The
breakwater would extend 117' from the southwest corner of the existing breakwater in the
same direction, then turn 90° and continue for 95' until it intersects the existing shoreline.
Remove 40 linear feet of the existing wooden breakwater in order to provide access into
the basin.
- Excavate with crane and clamshell the 9800 square feet of new basin within the 210 linear
feet of new breakwater and the 6,380 square feet of highground located immediately
landward of NWL. Within the 9800 sq. ft. open water area the average starting depth is 2'
Waff Contracting, Incorporated
Field Investigation Report
Page Three
below normal level and proposed finished depth is 8' below NWL resulting in the removal
of 2,163 cubic yards of material. Within the 6,380 square-foot highground area the
average elevation is 2' above NWL and the proposed finished depth is 8' below NWL
resulting in the removal of 2,386 cubic yards, in stages, of material.. The applicant
proposes to dry the 4,549 cubic yards of material by placing it within an 8,000 square-foot
diked and silt fenced highground area located approximately 80' from the sound. The dry
material would be spread over a 100' x 400' highground area located within and landward
of the drying area.
Construct 7 boat slips (4slips with dimensions of 20' x 35', 2 slips at 22' x 35' deep and 1
slip 21' wide and 38' deep) and construct four 2' x 12' long finger piers.
- Construct an 8' wide x 212' long concrete access platform on the west side of the project.
The platform would parallel the breakwater proposed along the western side of the basin
and would lie approximately 12' from the common riparian line. The adjacent riparian
owner, Edenton-Chowan Development Corporation, has agreed to waive the minimum
setback of 15' .
- Construct 216 linear feet of steel pile/concrete panel bulkhead around the portion of basin
created out of highground.
Construct within the northwest corner of the new basin an 18' wide boatramp extending
56' beyond NWL by using square concrete piles and 18' wide concrete panels placed on
the piles.
Construct a 21' wide travel lift designed to run on 38 linear feet of the aforementioned
west bulkhead and a proposed 5' wide x 38' long concrete pier.
Anticipated Impacts
- The placement of breakwater around the new basin would enclose 16,180 square feet of
Public Trust Area.
- The construction of the access platform, finger piers and travel lift will shade 2,126 square
feet of Estuarine/Public Trust Waters.
- The placement of the 18' wide x 56' long concrete boatramp will result in the loss of
1,008 square feet of shallow water habitat.
- The dredging of sandy material proposed within the open waters of Albemarle Sound will
result in the loss of 9,800 square feet of shallow water habitat.
Waff Contracting, Incorporated
Field Investigation Report
Page Four
- The expansion of the basin landward of NWL will result in the disturbance of 6,030
square feet within the Estuarine Shoreline AEC.
- The excavation landward of NWL, and the drying of excavated material, and the filling
which is proposed will disturb 40,350 square feet of highground located outside the
Estuarine Shoreline AEC.
- Temporarily, localized turbidity will occur as a result of the construction of the
breakwater, bulkheads, access platform, finger piers and travel lift.
- Introduction of seven additional boats to the area with associated antifouling, painting,
potential fuel leaks and pump-out needs.
Submitted by: M. Edward Harrell
Date: January 18, 2001
WAFF CONTRACTING INC. Paul E. Waff, Jr.
P.O. BOX 237 * EDENTON, NC 27932 President
OFFICE: [phone]
FAX: [phone]
SHOP: [phone]
November 14, 2000
Mr. Ed Harrell
Division of Coastal Management
Elizabeth City District
1367 US 17 South
Elizabeth City, NC 27909
Re: Basin Extension - Old Bayliner Facility
Dear Sir:
Please find the enclosed Major Development Permit Application and attachments for your review and
approval. As discussed in our previous conversations the following work is proposed:
SCOPE OF WORK
1. Extend the existing breakwater approx. 210' to enlarge the existing boat basin. The breakwater
will extend from the southwest corner of the existing breakwater and continue in the same
direction approx. 117', then turn 90 degrees to the north and proceed approx. 93' until it intersects
the existing shoreline. Breakwater will consist of W12X53 piles driven to approx 35' with
concrete panels sandwiched between the flanges. Batter piles will be attached to the vertical piles
for stability.
2. Remove approx. 40' of existing breakwater as shown in the enclosed work plats.
3. Excavate/dredge the basin created by the new breakwater (approx. 16000 sf): Approx. 3500 cy
of material will be excavated using a. crane and clairushell. This inateiial will be deposited in tow
areas on-site, then graded, seeded, fertilized and mulched.
4. Construct 10 boat slips. 7 slips are 20' wide, 35' deep; 2 are 17'X 30'; and 1 is 21' X 38'. Slips
will have a wooden finger pier located on one side.
5. Coiistrtict aii access platfortYi (approx. 212' loii$) oii -the west side of the project. It will be
constructed with T thick concrete panels positioned on top of the new breakwater and two timber
piles per panel.
6. Construct a bulkhead around the basin excavation (approx. 215'). Bulkhead will consist of steel
piles and concrete panels similar to the breakwater Iona ffietion. Batter piles will be driven iiito
the shore side and welded to the vertical piles to withstand backflll pressure. Bulkhead elevation
will be approx 6' above NWL=:
7. Construct boat ramp (1$' wide). Ramp will have a 7 to 1 slope and consist of two 18" square
concrete piles laid on each sine of the slope of the excavation with 18' X12'6" concrete panels
resting on the piles.
8: Construct a boat travel lift (21' wide). One wheel of the travel lift will nun on the west bulkhead
and the other side will i un along a 5' wide X 38' long concrete pier. The pier consists of timber
pile bents 8' OC with steel beam caps, two 18" double I-beam girders and concrete deck panels.
Adjacent riparian landowners have been given a copy of the project application package for review as well
as a waiver for encroachment within their 15' riparian corridor (access platform is approx 11'9" from the
property line).
SPECIALIZING IN
BULKHEADING - PILE DRIVING - CRANE RIGGING - GENERAL CONSTRUCTION - MARINE CONSTRUCTION
Your consideration in processing this application is greatly appreciated. Please call with any questions or
comments.
Sincerely,
WAFF CONTRACTING, INC.
Douglas H. Swanson
Encl. (1)
2
L -L- L - Waff Contracting Inc. • P.O. Box 237 0 Edenton, NC 27932 • (919) 482-707
T v'rm T)Cp.s Rd., 1
APPLICATION*
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Waff Contracting, Inc.
Address PO Box 237
City Edenton State NC
Zip 27932 _ Day Phone 252-x+82-7071
Fax [phone]
}
b. City, town, community or landmark
Edenton
c. Street address or secondary road number
NC SR 1119
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Albemarle Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Douzlas H. Swanson
Address PO Box 237
City Edenton State NC
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Extend Boat Basin
Construct 10 Boat Slips
Construct Boat Ramp
Construct Boat Travel Lift
Zip 27932 Day phone [phone],3_
Fax [phone]
c. Project name (if any) Basin Extension
NOTE: Permit will be issued in name of lmidowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Chowan
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Commercial
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. Zxcs ate basin w; crane/
clamshell: Drive piles with impact hammer
or vibro; Jet concrete panels with crane;
Plane nlea.n b ..kfill with excavator or
clamshell; Spread/Frade excavated material
with bulldozer & tractor; Seed, fertilize,
& mulch affected areas.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1 . 9 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 8 ft. above NWL
d. Soil type(s) and texture(s) of tract
Sandy loam, fine
e. Vegetation on tract Grass
f. Man-made features now on tract
Boathouse and basin
g. What is the CAMA Land Use Plan land
classification of the site? (Conmult the local land use plan.)
,OIFd ? z/? f/zx;
Conservation
X
Developed
Rural
_ Transitional
Community
Other
h. How is the tract zoned by local government?
. I-1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable}
j.
Has a professional
done for the tract?
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? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anach doaamsentation, if awWlable)
archaeological assessment been
Yes _ x No
m. Describe existing wastewater treatment facilities.
Public 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.)
Stormwate runoff into sound
o. Describe existing drinking water supply source.
Public Water
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) 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 S 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 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
Form Di:M-MY-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 _Edenton-Chowan Development Corp.
Address PO Box 1050- Edenton, N(' 79'AP
Phone [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,
permittee, and issuing dates.
CAMA Minor Permit #0004
7/26/00
• 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.
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. 77he 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.
Tbis is the 14th day of Nov. X 2000
Print Name Douglas H. Sw son
Signature = 1;4?-
Landowncl or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information v?i4 %1 ls-l a-
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
NAPm DUM-MP2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average FbW
Extsttog Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Ungth Width Depth Depth
180' 1171 51 8T
56' 181 41 8'
above
3.
`a ;µ,..
1. EXCAVATION
a. 'Amount of material to be excavated from below
MHW or NWL in cubic yards Approx. 2500
b. Type of material to be excavated
San /Silt
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 Approx. 1000
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On-site depressions
and low areas
b. Dimensions of disposal area
Approx. 1001 x 300'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? x Yes No
If yes, where? On-site

INu• au DCM-Nit'-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
f. Does the disposal include any area in the water?
1 Yes X No
If yes,
(1)
(2)
Amount of material to
water
Dimensions of fill area.
(3) Purpose of fill
b.
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 2161
Will fill material be placed in
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
Of - Excavated Basin
d. Maximum distance waterward of MHW or NWL
. 0-
e. Shoreline erosion during preceding 12 months
0 .,
(Source of informdon)
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Fxnavatpsl mater a.l s
will be spread/grade. on-site, then
seeded, fertilized and mulched
f. Type of bulkhead or rprap material
Concrete panels, stae1 11-piles
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 0
(2) Bulkhead backfill 0
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) N/A
a. Will fill material be brought to site?
Yes X No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Crane/barize, clamshell, pile driver,
excavator, bulldozer, tractor, dumptruck
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Waff Contracting, Inc.
Apptica?flor r?ed Name
Signamm
11 /14/00

be placed in the
coastal wetlands
Form JAM-MY-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 of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) x Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers x_ Yes No
(i) Number 7
(ii) Length 4 @ 121, 2 @ ?8 1 @
(iii) Width 4 @ 21, 2 @ 51 @
(6) Platform(s) X Yes No
(i) ' Number 1
(ii) Length 130'
(iii) Width 81
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines Apj)rox. 11,911
(9) Width of water body Approx. 3 miles
(10) Water depth at waterward end of pier at
MLW or NWL 81
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length (s)
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length Plot
(2) Average distance from MHW, NWL or
wetlands 461 beyond NWl
(3) Maximum distance beyond MHW, NWL or
wetlands 92t beyond MiL
e. Mooring buoys
(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
701 f. Mooring structure (boatlift, mooring pilings, etc.)
41 (1) ____ Commercial ^Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
B at Travel Lift
o.?l't4io X 3S''G?aG 0/>1J /d/Isyo
Waff Contractinz. Inc.
Ap t or 'ect Name ,
S'egnature
11 /14/00
Date

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EDENTON - CHOWAN DEVELOPMENT CORP.
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SCALE V=60'
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over this area, after drying, to fill
voids and raise grade. Affected area
will then be fine graded, seeded, fertilized
N and mulched. (approx. 40,000 517)
r
400
Drying bed for excavated material
(Effluent contained by slit fence and dike)
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ment Type
Develo
FEE DCM % DWQ %
24300 1602 435100095 2341)
p 14300 1601 435100093 1625 6253
1. Private, non-commercial
development that does not involve 5250 100%(S250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
tilling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, 8, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality 8250 100%(S250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%($400) 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 $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
1
Ill(D). If General Water Quality
Certification No. 3301 (see attached)
$400
60%($240)
40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%($285) 40%($190)
than one acre of wetlands and/or
open water areas:

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
MEMORANDUM:

TO: Review Agencies
A
NCDENR
FROM: M. Edward Harrell, Coastal Management Representative
SUBJECT: Waff Contracting Major Permit Application Revisions
DATE: March 14, 2001
Attached for your review and comment is a revision of the Waff Contracting
Major Permit Application. Please submit any comments you may have to Doug Huggett,
Major Permits Coordinator, Division of Coastal Management, 1638 Mail Service Center,
Raleigh, NC 27699-1638.
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
r„____. nrn ncA 11 nn1 t 17 nv. IrZ)_74A _2'77Z \ Tntarnat- httn-11rir•m7 enr state. nc iic
WAFF CONTRACTING INC.
P.O. BOX 237 • EDENTON, NC 27934NR Pa pre id ntf,Jr
OFFICE: [phone]
FAX: [phone]
SHOP: [phone]
March 12, 2001
Mr. Ed Harrell
Division of Coastal Management
Elizabeth City District
1367 US 17 South
Elizabeth City, NC 27909
Re: Basin Extension - Old Bayliner Facility
Dear Sir:
Waff Contracting would like to refine the referenced project scope of work, as per our conversation last
week. Instead of spreading the excavated material from the basin extension on-site, the material will be
loaded on trucks, transported across Midway Drive to property owned by the Edenton-Chowan
Development Corporation and used to fill an old drainage ditch and properly grade the property. The
proposed use consistent with the scope of work for development of this parcel as,.approved in the erosion
and sedimentation control plan dated February 11, 2000 - attached. A statement from the property owner
granting permission to place the material on the site is included as well as the Corps of Engineers
jurisdictional determination stating the site contains no wetlands. Wet excavated material will still be
placed within the specified drying bed on-site until suitable for transport. Upon completion any residual
excavated material will be spread on-site as shown on the attached drawing (approx. 12,500 sf), then fine
graded, fertilized, seeded and mulched. Site drainage flow and direction will not be altered.
Your consideration in processing this request is greatly appreciated. Please call with any questions or
comments.
Sincerely,
WAFF CONTRACTING, INC.
02?
Douglas H. Swanson
Enclosures: 4
cc: Jeff Schaeffer, Division of Coastal Management
Patrick McLain, PE; Division of Land Resources
SPECIALIZING IN
BULIKHEADING • PILE DRIVING • CRANE RIGGING • GENERAL CONSTRUCTION • MARINE CONSTRUCTION
March 6, 2001
WAFF CONTRACTING INC.
P.O. BOX 237 • EDENTON, NC 27932
Edenton-Chowan Development Corporation
Attn: Ms. Anne-Marie Knighton
P.O. Box 1050
Edenton, NC 27932
Re: Disposition of Excavated Material
Dear Ms. Knighton:
Paul E. Waff, Jr.
President
OFFICE: [phone]
FAX: [phone]
SHOP: [phone]
Per our earlier conversation, Waff Contracting plans to transport the excavated material, approx. 4500 cy,
from the basin extension at the old Bayliner boathouse to the EDC's property at the intersection of SR
1119 and SR1129, Midway Dr. and Country Club Dr., respectively. The material will be used as fill
material to backfill the old drainage ditch and properly grade the site as approved in the site erosion and
sedimentation control plan, dated February 11, 2000.
Please review and sign the statement below, granting approval from the EDC to place the material on the
aforementioned site. This approval is required by the NC DENR, Coastal Management Office to show the
planned final disposition of the excavated material. Please contact me at [phone] with any
questions or concerns.
Sincerely,
WAFF CONTRACTIN INC.
Joe 4
Douglas H. Swanson
The Edenton-Chowan Development Corporation grants Waff Contracting, Inc. approval to place
the excavated material, as described above, on its property at the intersection of SR 1119 and SR
112 . ,
(Signature) (Date)
SPECIALIZING IN
BULKHEADING - PILE DRIVING - CRANE RIGGING - GENERAL CONSTRUCTION - MARINE CONSTRUCTION
??F b
FFB 4 2000
State of North Carolina '? ??NrR?
T, 1N
NTOC11C
Department of Environment and Natural Resources _ N G
W
ashington Regional Office
James B. Hunt, Jr., Govemor Bill Holman, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
February 11, 2000 .
LETTER OF APPROVAL WITH MODIFICATION
Edenton-Chowan Development Corporation
ATTN: Mr. Ollin B. Sykes, President
Post Office Box 1030
Edenton, North Carolina 27932 '
RE: Erosion and Sedimentation Control Plan
Edenton Chowan Industrial Park
SR's 1119 & 1129 - Chowan County
River Basin: Chowan
Date Received: January 25, 2000
Responsible Party: Edenton-Chowan Development Corporation
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the
referenced 12.1 acre disturbance. Based on the information provided, we have determined the
submitted. plan for the clearing the site of debris and .grading to drain to the road, if properly .
implemented, will meet the minimum requirements of the Act. We, therefore, issue this LETTER
OF APPROVAL WITH the following MODIFICATION.
Generally, the use of silt fence within areas of concentrated flow is discouraged
- because of the extremely slow flow through rate of the silt fence material.
However, an exception will be made in this case for two northern proposed fences.
A more appropriate measure must be provided at the southern discharge point.
943 Washington Square Mail, Washington, North Carolina 27889 Telephone [phone], FAX [phone]
An Equal Opportunity Employeer 50%recycled/10% post-consumer paper
Edenton-Chowan Development Corporation
ATTN: Mr. Ollin B. Sykes, President
February 11, 2000
Page 2
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was
enacted. It established a performance oriented program requiring a project owner or developer
to protect adjoining natural resources and properties, both during and after construction, from the
effects of accelerated erosion. It is YOUR RESPONSIBILITY to understand and comply with
the following minimum requirements of the Act:
-- an erosion and sedimentation control plan is only valid for 3 years
following the date of initial approval, if no land-disturbing activity has been
undertaken;
-- a copy of the LATEST APPROVED soil erosion and sediment control plan
must be on file at the job site;
-- a buffer zone, sufficient to restrain visible sedimentation, must be provided
and maintained between the land-disturbing activity and any adjacent
property or watercourse;
-- new or affected cut or filled slopes must be at an angle that can be retained
by vegetative cover;
-- new or affected barren slopes must be provided with a ground cover
sufficient to restrain erosion within the shorter of 15 working or 30
calendar days of completion of any phase (rough or final) of t; radink
(RYE GRASS IS NOT in the approved seeding specifications nor is it an
ACCEPTABLE substitute for the providing of a temporary ground cover);
-- unless a temporary, manufactured, lining material has been specified, a
clean straw mulch must be applied, at the minimum rate of 2 tons/acre, to
all seeded areas. The mulch must cover at least 75 % of the seeded area
after it is either tacked, with an acceptable tacking material, or crimped in
place;
-- in order to comply with the intent of the Act, the scheduling of the land-
disturbing activities is to be such that both the area of exposure and the
Edenton-Chowan Development Corporation
ATTN: Mr. Ollin B. Sykes, President
February 11, 2000
Page 3
time between the land disturbance and the providing of a ground cover is
minimized;
-- a permanent ground cover, sufficient restrain erosion, must be provided
within the shorter of 30 working or 120 calendar days after completion of
construction or development on any portion of the tract;
-- except in the case of an emergency, a revised erosion and sedimentation
control plan must be submitted to and approved by this office prior to
initiating any significant changes in the construction, grading or drainage
plans; and,
-- this approval is based, in part, on the accuracy of the information provided
in the Financial Responsibility/ Ownership form submitted with the project
plans. You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that to ensure compliance with the approved plan and the program
requirements, unannounced periodic inspections will be made. If it is determined that the
implemented plan is inadequate, this office may require the installation of additional measures
and/or that the plan be revised to comply with state law. (Note: Revisions to the scope of this
project without prior approval of the plan showing the changes can be considered a violation).
Failure to comply with any part of the approved plan or with any requirements of this program
could result in the taking of appropriate legal action against the financially responsible party
(Edenton-Chowan Development Corporation). One option is the assessing of a civil penalty of
up to $5000 per day for each day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe
it would be beneficial for you and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion and sedimentation control plan. It would be
appreciated if you would contact this office to advise Mr. Richard Peed (252-946-6481, ext. 259)
of the construction start-up date, contractor and on-site contact person or, please, complete and
return the attached Project Information Sheet to the above named.
Edenton-Chowan Development Corporation
ATTN: Mr. Ollin B. Sykes, President
February 11, 2000
Page 4
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations and rules. In addition, the land disturbing activity
described in this plan may also require approval or permitting from other agencies - Federal, State
or local. These could include the U.S. Army Corps of Engineers under Article 4.0.4.
jurisdiction, the Division of Water Quality - Surface Water Section under stormwater regulations
(contact Mr. Bill Moore, 252-946-6481, ext. 264), county, city or town agencies under other local
ordinances, or other approvals that may be required. This approval does not supersede any other
approval or per
Please be advised that all land-disturbing activities affecting 5 or more acres are required
to have a NPDES permit. Enclosed is the Construction Activities General NPDES Permit -
NCGO10000 for this project. Contact the Division of Water Quality - Surface Water Section at
[phone] should you have any questions regarding the permit.
Sincerely,
/ C
Patrick H. McClain, PE
Assistant Regional Engineer
:pm
enclosures
cc: (w/o enc.)
Pat Wemple, Waff Construction Company
State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Telephone [phone] FAX [phone]
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
January 27, 2000
ACKNOI7I,EDGbENT OF PLAN AND FEE RECEIPT
Waff Contacting, Inc.
ATTN: Patrick Wemple
Post Office Box 237
Edenton, North Carolina 27932
RE: Project: Edenton Chowan Industrial Park
Location: Edenton'- Chowan County
Drainage Basin: Chowan
Dear Mr. Wemple:
`.AAA
WAFF C0,,V i-h',a, ,
&DEN110ti, ?1 ? INC.
This office received the erosion and sedimentation control
plan and company check # 2008 in the amount of $ 270.00 as the
plan review fee for the referenced project on January 24, 2000,
The plan will be reviewed as soon as possible and you or your
engineer will be advised if any additional information is
required to complete the review.
By statute, this office has 30 days from the date of receipt
to either approve or disapprove the erosion control plan.., The
plan will be deemed approved if this office fails to either
approve or disapprove the plan by the statutory deadline.
Be advised that any disturbed area over the 12.01 acres
declared on the Financial Responsibility/Ownership form will
require an additional $20.00 per whole or fractional acre plan
review fee.
There-will be a $20,00 charge for each returned check.
Sincerely,
gi-
Richard D. Peed, Jr.
Engineering Technician
An Equal Opportunity Employer 50% recycled/10% post-consumer paper

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Action ID:
Wilmington District
County: Llib WA At
Notification of Jurisdictional Determination
Property owner/Authorized Agent
Size and Location of
Indicate Which of the following apply:
y, Highway name/nuipber, town, etc.)
• Thee are w lands o the above/described opertyhich Vr trongly su est should/6q delineat? and
su eyed. a surv ed wetla d lines mu `be ve fied by staff bef re the Cork will make/a final
ju sdictio I deter it "ono our property.
• Becau a of the siz of your pr erty and ur present orkload, o identificat' nand deli eation of ur
wetla ds cannot a accompl' ed in a mely man r. You may ish to /d oy a cons ant to ob in a
mor timely deli eation of t e wetlan Once yo consultant as flaggeetland li on the p perty,
Cor s staff will eview it, a d, if it is curate, we trongly rec mend thu have t e line su eyed for
fin 1 approval y the Corp . The Co ps will not ake a final j risdictional rmina on on your property
w' bout an a roved su ey.
• The we ands on y ur lot hav been deli eated, and t e limits of rps jurisd' tion hav een expla}ed
to you Unless t re is a cha ge in the w or our pu lished regu tions, this etermina may be felied
upo or a peri not to ex ed three ears from t e date of th' notificati n.
• There are no wetlands present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed th.Fm years
from the date of this notification. ry rrs .
• The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of
Coastal Management to determine their requirements. (. ? A. 61/ -3 }Q1
Placement of dredged or fill material in wetlands on this property without a Department of the Army
permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is
not required for work on the property restricted entirely to existing high ground. If you have any
questions reading the Corps of Engineers regulatory program, please contact
at
Propert owner/Authorized Agent Signature
Project Manager Signature
U.S. ARMY CORPS OF ENGINEERS
Date,-9'0'), 0 b D a Expiration Date a - ? - a D0-(`
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
CESAW Form 566
1 ocr 92
Telephone Number__ (aSM L/KL 9cf7/
20' +, -
Typical Ditch Elevation
n.t.s.
Stone check dam,
4.5' +,- with filter cloth face
r Flow
Check Dam Section
n. t. s.
I
cl of existing ,ite
drainage ditch
Fropo-,ea -,tone check Jam Sediment
filter, to be replaced with earthen
hi. 77, -r-11 plug prior to ,tart of back filling.
-------------
30' Buffer
DOT ROW
Y
\
Edge of Pavement \
Country Club Drive SR 1119
Edge of Pavement \
\
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Check Dam Construction Plan
1" = 30'
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Excavated material will be transported
off-site to property owned by the
Edenton-Chowan Development Corp
for use as fill material. Resldual will be
spread evenly over the stockpile area.
t0U Affected area will then ba fine graded,
fertiilzed, seeded andmulched.
(approx.12,500 of)
Drying bed for wet excavated material
(Effluent contained by slit fence and dike)
m
2
97
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OK0255PGO075

STATE OF NORTH CAROLINA
COUNTY OF CHOWAN
I, a Notary Public of the County and State aforesaid, certify that
__B(jk7-fin/ H• JQAA! 5 personally came before me this day and
acknowledged that he is (Asst.) Secretary of EDENTON HISTORICIAL COMMISSION,
a North,-Carolina non-profit corporation, and that by the authority duly given and as
the act of the corporation, the foregoing instrument was signed in its name by its (Vice)
President, sealed with its corporate seal and attested by ?MAI_
as its (Asst.) Secretary.
Witness my hand and official stamp of seal, this the 9th day of July, 1999.

Not y Public
??'•,, U1 A R Y ...?:
oo° ?
cxmi G. ` expires:
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North Carolina
Chowan County
The foregoing certificate of Susan S. Small '
of Chowan County, State of North Carolina is cekti oitar*_oP)6 1&Srrect.
This instrument was presented for registration this 12th day of
July, 1999 at 11:05 O'clock AM.
Susan S. Rountree-Register of Deeds
Recorded & Verified:
Deed Stamped: forty-Five Dollars
BY, I.W,, C_ )? JLA' P,
A t egister of Deeds
($45.00)
r
NEW OWNER (GRANTEE); ` DATE DEED BK. PAGE
EDEN`InN-CHOWAN DEVELOPMENT CORPORATION - g
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12 lA??%9 7A
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COORDINATE VALUE COUNTY MAP NUMBER BLOCK LOT NUMBER EXTRA NO. SHEET NO.
X = 2;720,548
20 7823 02 5242 82 1V
Y - 09-&32,222-.`:-
PROPERTY LOCATION: 129. Midway Drive (SR 1119)
TOWNSHIP OR
TAXING DISTRICT:
Cape Colony (04) PLAT. BK. PAGE BLOCK LOTS
SUBDIVISION: Air Base PC l Slide 167-D
DIMENSIONS ACREAGE

is
26 Ac 4?0 =1
23 8AR'n
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1. 16.517 Ac- DB 255-76 (07-12-9 PIN #7823-13-02-7837 X16 29-214
(or.2 in Town; *,t/3? tside)
,
2. Deeded 2.984 Ac- DB 258-648 (11-24-99) 7823-1.7702-7431
(all outside)

CHOWAN COUNTY, N.C. OWNER-TO-PIN CARD WEST (NAPPING SERVICE, INC.

-2-
4. Excavation will not exceed 8 feet below the elevation of mean low water (MLW).
5. The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands is not authorized.
6. No attempt will be made by the permittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
7. If the display of lights and signals on the authorized structure is not otherwise provided for
by law, such lights and signals as may be prescribed by the U.S. Coast Guard will be installed
and maintained by and at the expense of the permittee.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone]; extension 23.
Sincerely,
UW40A
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
-3-
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
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. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
IN REPLY REFER TO
Regulatory Division
Action ID No. 200110366
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
0 008 f
Reference the application of Waff Contracting, Incorporated, for a Department of the
Army (DA) permit to excavate a boat basin, install a boatramp and a travel lift, and construct
a breakwater and an access platform, on property located off State Road 1119, adjacent to the
Albemarle Sound, in the Town of Edenton, Chowan County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.
2. 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 or alteration.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
April 13, 2001
3. All excavated materials will be confined landward of the mean high water (MHW)
elevation contour within adequate dikes or other retaining structures to prevent spillover of solids
into any vegetated wetlands or surrounding waters.

-2-
Copies Furnished:
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
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. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516

-3-
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Mr. Ted Tyndall, District Manager
Morehead City Regional Office
North Carolina Division of Coastal Management
Hestron Plaza II, 151-B Highway 24
Morehead City, North Carolina 28557
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
IN REPLY REFER TO
April 17, 2001
Regulatory Division
Action ID No. 200110366 and State Permit No. 44-01
Waff Contracting, Incorporated
C/O Mr. Douglas Swanson
Post Office Box 237
Edenton, North Carolina 27932
Dear Mr. Swanson:
01000(0
Reference your application for a Department of the Army (DA) permit to excavate a boat
basin, install a boatramp and a travel lift, and construct a breakwater and an access platform, on
property located off State Road 1119, adjacent to the Albemarle Sound, in the Town of Edenton,
Chowan 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 may commence construction
activity in strict accordance with applicable State authorization and the approved plan. Failure
to comply with the State authorization or conditions of the general permit could result in civil
and/or administrative penalties.
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 Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
U-Aw-,V?
Raleigh Bland, P.W.S.
Regulatory Project Manager

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