20041673 Ver 1_COMPLETE FILE_20041015

Permit Class
NEW
STATE OF NORTH CAROLINA
Permit Number
14-05
Department of Environment and Natural Resource
and D ???01'l D
Coastal Resources Commission
Vermit FFg 0 3 2005
DENR - WA TER QUALITY
for WERAWSANDSTORWMTER BRANCH
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Dr. Richard Wessell, 602 Small Drive, Elizabeth Citv, NC 27909
Authorizing development in Pasquotank County at Pasquotank River, 602 Small Drive,
Newbegun Land Subdivision , as requested in the permittee's application dated 07/28/04, including the
attached workplan drawings (4), dated 07/28/04
This permit, issued on .Tnnnarv 25, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline Stabilization
1) The alignment of the permitted bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, will require the
.alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
2) The bulkhead shall be constructed in a straight alignment between the two (2) adjacent bulkheads.
3) The bulkhead shall be constructed prior to any backfilling activities.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2008
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
__? C es S. Jones, Director
='Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Dr. Richard Wessell Permit #14-05
Page 2 of 3
ADDITIONAL CONDITIONS
4) The bulkhead shall be constructed prior to any backfilling activities.
5) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure. .
6) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
7) The fill material shall be clean and free of any pollutants except in trace quantities.
8) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
9) No backfill material shall be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead.
10) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
Erosion and Sedimentation Control
11) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.)
12) A ground cover sufficient to restrain erosion shall be provided within thirty calendar days of project
completion.
13) The permitted activity shall be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant;
General
14) All debris and backfill material resulting from the removal of the existing, deteriorated bulkhead shall be
placed in an approved high ground disposal area.
15) No vegetated wetlands shall be excavated or filled.
16) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.

17) No fill material shall be placed at anytime in any open water areas outside of the alignment of the fill
area indicated on the workplan drawings.
Dr. Richard Wessell
ADDITIONAL CONDITIONS
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
Permit #14-05
Page 3 of 3
This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
041673.
The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200510066.
The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
No. 3 which was issued on 10/19/04.

G 7
)6-71
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 13, 2004
Dr. Richard Wessell
600 Small Drive
Elizabeth City, NC, 27909
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1673
Pasquotank County
Subject Property: Lot #95, 602 Small Drive, Newbegun Land Subdivision
Approval of 401 Water Quality Certification (GC3351) with Additional Conditions
Dear Dr. Wessell:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.242 acres of waters to replace an existing bulkhead as described in your application
received by the Division of Water Quality (DWQ) Wetlands/401 Unit on October 15, 2004. After
reviewing your application, we have determined that the Division of Water Quality (DWQ) General
Water Quality Certification Number 3351 covers these water impacts. This Certification allows you to
General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition,
you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations and
CAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
404/CAMA Wetlands 0.242 (acres) DCM staff report
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
No thCarolina
Nraturally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Dr. Richard Wessell
Page 2 of 2
Date
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3351.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
Alan W. Klimek, P.E.
AW Klcbk
Enclosures: GC 3351
Certification of Completion
cc: Edward Weeks, 215 Bayshore Drive, Elizabeth City, NC, 27909
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 041673Wessell(Pasquotank)401
`L
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
October 11, 2004
MEMORANDUM:
041673
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
rZ3
0
O C T 2004 WATER QUALITY
bVET[r1N 5 AND TOR ATFR BRANCH
CAMA/DREDGE & FILL Permit Application Review
Dr. Richard Wessell
Lot #95, 602 Small Drive, Newbegun Land Subdivision
Replace existing bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by November 1, 2004, to Hestron Plaza II, 151-B Hwy 24, Morehead City, NC 28557. If
you have any questions regarding the proposed project, please contact Frank Jennings at (252)
264-3901. When appropriate, in-depth comments with supporting data are 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
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT 0416-73
1. APPLICANT'S NAME: Dr. Richard Wessell
2. LOCATION OF PROJECT SITE: Lot #95, 602 Small Drive, Newbegun Land Subdivision,
Pasquotank County and adjacent to the Pasquotank River.
Photo Index - 2000: 237-1905 (J-14) 1995: 167-1707 (Q-13) 1989: 128-14 (H-20)
1984: 121-755 (D-6)
State Plane Coordinates - X: 2847800 Y: 914950 Weeksville, NC GPS: E091414A
UR
3. INVESTIGATION TYPE: CAMA/D&F
4
5.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 09/14/04
Was Applicant Present - No

PROCESSING PROCEDURE: Application Received Complete - 09/09/04
Office - Elizabeth City WERMMswvns`rca?+ a? rt?wa?cH
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pasquotank County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Old bulkhead
Planned - New bulkhead
(G) Estimated Annual Rate of Erosion: 23 feet at damaged area
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED GRADING
(A) Public Trust Area, Estuarine Waters 1,080 sq. ft.
(B) Estuarine Shoreline 320 sq. ft. 9,150 sq. ft.
(C) Total Area Disturbed: 10,550 (.242 acres)
(D) Primary Nursery Area: No
(E) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to replace an existing bulkhead that was damaged by
Hurricane Isabel.
Dr. Richard Wessell
FIELD INVESTIGATION REPORT
Page 2
PROJECT SETTING
The site of the development proposal is a 32,957 square feet vacant residential lot (#95) located at
602 Small Drive (private) off SR 1131 in Pasquotank County, and adjacent to the Pasquotank
River. The property is mostly flat and vegetated with oak and indigenous grass. The property has
an elevation of approximately 8 feet above Normal Water Level (NWL) and the soils are classified
as Elkton silt loam. Man-made features on the lot consist of a bulkhead along the shoreline. The
bulkhead failed during Hurricane Isabel, which left part of the shoreline exposed to erosion. A 45
feet long and 25 feet wide, at the widest dimension, area of the shoreline has been gouged by wave
action. Approximately 16 feet of the bulkhead is missing, and 32 feet of the bulkhead has been
undermined and is loose.
Along the eastern side of the shoreline, the bulkhead has experienced tie back failure, and the
structure is leaning towards the water. The bulkhead was constructed several years after the
bulkhead construction on the adjacent property. The property had eroded 15 feet along the
property line, and when the original bulkhead was built on the applicant's property, it was
connected to the adjacent property owners return wall end, which represented the approximate
NWL at the time. This created a trash trap along the shoreline.
The adjacent property to the east and west consists of single-family dwellings, with both shorelines
protected by a bulkhead. The waters of the Pasquotank River in this area are classified as SC and
are closed to shellfish taking.
DEVELOPMENT PROPOSAL
In order to provide shoreline stabilization and prevent further erosion, the applicant proposes to
construct 122 feet of vinyl bulkhead to start at the corner of the existing bulkhead on the adjacent
property to the west and end at the corner of the existing bulkhead on the adjacent property to the
east. The proposed bulkhead will have a straight alignment and will be in line with the adjacent
bulkheads. This alignment will require two areas of fill and one area of excavation.
The first area of fill is the eroded area behind the failed and missing bulkhead that was damaged by
Hurricane Isabel. This area is approximately 45 feet long and 25 feet wide, at the widest
dimension, and the water depth is approximately -2 feet at the proposed bulkhead alignment.
The second area of fill is the area adjacent to the eastern property line and is approximately 24 feet
long and 15 feet wide, at the widest dimension, with a water depth of approximately -2 feet at the
proposed bulkhead alignment. The applicant indicates that approximately 60 cubic yards of
backfill material will be placed below the NWL. This area has experienced tie back failure.
The area of excavation is a point jutting out approximately 8 feet waterward of the proposed
alignment and approximately 40 feet long. The applicant proposes to remove the existing
bulkhead, excavate the bank down to the NWL, and back 8 feet for the new bulkhead alignment.
The applicant proposes to use the excavated material as backfill. Approximately 50 cubic yards of
material will be excavated.
Dr. Richard Wessell
FIELD INVESTIGATION REPORT
Page 3
ANTICIPATED IMPACTS
The development proposal will result in the following impacts:
1. the filling of approximately 900 square feet of Public Trust Area and Estuarine Waters
Areas of Environmental Concern (AEC) created by the bulkhead failure and erosion of
Estuarine Shoreline caused by Hurricane Isabel;
2. the excavation of approximately 320 square feet of Estuarine Shoreline AEC to create
approximately 320 square feet of Public Trust Area and Estuarine Waters; and
3. the filling of approximately 180 square feet of Public Trust Area and Estuarine Waters
AEC in the area adjacent to the east property line where the existing bulkhead is leaning.
It is anticipated that after the work is complete on the bulkhead, that the property will require
grading and seeding which will likely result in approximately 9,150 square feet of Estuarine
Shoreline disturbance. Temporary water turbidity will occur during construction. The new
bulkhead alignment should minimize the build up of trash and the structure will prevent shoreline
erosion.
The net result of impacts of this proposal compared to the pre-Isabel conditions are as follows:
• 320 square feet of new shallow water habitat;
• 900 square feet of recovered uplands lost due Isabel; and
• 180 square feet of filled shallow water habitat that existed pre-Isabel..
Submitted by: Frank A. Jennings, III
Date: October 11, 2004
Form DCM-MP-1
A(To be completed by all applicants)
i. APPLICANT
a. ' Landowner:
Name Dr. Richard Wessell
Address 600 Small Drive
City Elizabeth City State N.C.
Zip 27909 Day Phone [phone]
Fax n/a
b. Authorized Agent:
Name Edward E. Weeks Jr.
Address 215 Bayshore Drive
City Elizabeth City State N.C.
Zip 27909 Day Phone [phone]
Fax same
c. Project name (if any) none
NOTE: Perndt wiU be issued in came of Aw d-zer(r). -Vor
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pasquotank
b. City, town, community or'landmark
New Begun Land Subdivision
e. Street address or secondary road number
602 Small Drive SR / 13 I
d. Is proposed work within city limits or planning
jurisdiction? Yes XX No
e. Name of body of water nearest project (e.g.. river,
creek, sound, bay) Pasquot.ank 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 Ming activities.
Replace the ailed;, existing
wooden u eae. , wi y -
vinyl bulkhead.
b. Is the proposed activity maintenance of an existing
project, new work, or both? new 'work
c. Will the project be for public, private or commercial
use? private / residential
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. lb e- ;new bulkhead will
prevent erosion, anc s raig en
the shoreline. A backhoe will be
used for all excava ion, an
installation activities.
The new bulkhead alignment is
requested to preven ras raps
along the sporeine.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract _ 32 957 s q. f t. _
b. Size of individual lot(s)
n/a
c. Approximate elevation of tract above MHW or
IW L 4-5'
d. Soil type(s) and texture(s) of tract
clay, and sand -
e. Vegetation on tract t r e! e s, g r a s s, a r.: ct-
-weeds . -
f. Man-made features now on tract (3? 1 k 6 end
g. What is the CAMA Land Use Plan land
classification of the site? (consult rte local toad use pzws.)
XXx Conservation
Developed
Rural
Transitional
Community
other
h. How is the tract zoned by local government?
residential -
i. Is the proposed project consistent with the applicable
zoning? xx Yes No
(, mch Zoning compliance cer*cxe, if appMwb4J
j•
Has a professional archaeological
done for the tract? - Yes
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 I( X X No
1. Are there wetlands on the site? Yes XX No
Coastal (marsh) Other
If yes, has a delineation been conducted? -
(Amch tloc wwmdon, of available)
assessment been
X X No
- .r
I
R -1L `y, 2C '4
m. Describe existing wastewater treatment facilities.
none
a; Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and reAidential discharges.)
surface runoff
o. Describe existing drinking water supply source.
C`a waTY w.4T it s YS r?+ Avr41Ua 81e,
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 tide, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112 by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original; drawings are preferred and
only high quality copies wilt 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 wpatt- of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

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.
Name Dr. & Mrs. Denauvo Robinson
Address 604 Small Drive
Phone Elizabeth City, N.C. 27909
-330-2362
Name Mr. & Mrs. Sperry Storm
Address 514 Small Drive
Phone Elizabeth City, NX. 27909
52-330-2519
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.
none
• A check for 2NKm- a 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.
ppyy 9 r, "r
:. E1- ?ZY i' L

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 N 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 28th day of July , %K 2 0 0 4 .
Print Name Edward E. Weeks Jr.
Signature 5??, Z 'J
Iando~r or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
x? DCM W-2 Excavation and Frill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM W-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.
Form DCM-W-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint -Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this proposed
project.
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Average Flmial
Length Width EAsting Project
Denth Denh
Access channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands? iv/.# -
Yes No

1. EXCAVATION NONE
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N1.4
b. Type of material to be excavated A.,b*
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 ti 4
2. DISPOSAL-OF EXCAVATED
?MATERIAL NONE
a. Location of disposal area
b. Dimensions of disposal area 't.' l '+
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 .v/ ?-
If yes, where?
f. Does the disposal include any area in the water?
Yes No Ail f4
Form DCM-MP-2
Y '
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
XXX Bulkhead Riprap
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
b. Length 122 feet
c. Average distance waterward of MHW or NWL
70-8"
5. GENERAL
d. Maximum distance waterward of MHW or NWL
20'=3"
e. Shoreline erosion during pry mig 12)
o ?s O
(Source of information) actual mp a q u r em e n t
f. Type of bulkheadxxxjpaapanaterial v i n y l
g. Amount of fill in cubic yards to be placed below water
level
(1) Riprag_ n/a
(2) Bulkhead backfill 60 cu. v d s.
-
h. Type of I
a. How will excavated or fill material be kept on site
and erosion controlled? Any / all excavatE
or fill material will be placed
behind the new bulkhead immediate"i
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe, skid steer, &
jet pump
c. Will wetlands be crossed in transporting equipment
to project site? Yes -XX No
If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material upland-/ local p i t
4. OTHER FILL ACTIVITIES NONE
(Excluding Shoreline Stabilization)
Edward E. wepk_.; for
1
J?Pqiect e
APPfiqqLar
ftnatuy? r
a. Will fill material be brought to site? ,?-
Yes No
If yes,
(1) Amount of material to be placed in the water _
(2) Dimensions'of fill area
(3) Purpose of fill
Date

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MAJOR PERMIT FEE MATRIX
Applicant: Richard Wessell
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (243001602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
11. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
Ill. 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 $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
El commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
av Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
El involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

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9N.
' BOUNDARY SURVEY
FOR
RICHARD VI/ESSEL
NIXON TON. TOWNSHIP
PASOUOTANK COUNTY
BEING LOT 95, N£WBEGUN LAND SUBDIWS/ON. AS SHOWN IN MB. 8 PG. 49
AUGUST 10, 2004
GRAPHIC SCALE
60 0 30 60 120
IN FEET )
1 inch - 80 (1-
PAS0U0TANK RIMER
APPROX. LOCATION
OF DELAPADATED
BULKHEAD ,?.....?..?..?,?,?
gw{I??rtd
MB. 8 P'C 40
a
Y
LOT 96
Ply- I.J?s?c l
j=,_ .STO&
(,u4 91
LINE TA BLE
LINE LENGTH BEARING
L1 15.97' S 19'39'53" W
L2 15.79' S 09'34'42" W
L3 17.73' S 10'56'04" E
L4 13.85' S 6735'28" E
L5 13.12' N 89'00'19" E
L6 8.76' S 29'09'55" E
L7 15.65' S 23 48'10" E
L8 43.43' S 09'45'33" W
l??N?RPNt
P FAR ?? 1? 39"
5
?' S6
N ?
r
NORTH CAR&INA, PASOUOTANK COUNTY
3.79'

VICINITY MAP
NoS
FU 0 13-B-I]-_ _
11.77' txl?rt"ackkrrFt)
P/1, l? +011V c0W
Masse/ /
LOT 95
32,733 sq. ft.
0.75 acres
BY COORDINATE
METHOD
50' FRONT MBL.
N 1691'40" W
LOT 94
NOTE A. THE APPROX. AREA
3 OF THE WASHED OUT PORTION
6 OF THIS LOT IS 795 SO. FT.
F4 0.02 ACRES BY COORDINATE
00 METHOD
w
I, R£W1EW OFFICER OF PASOUOTANK COUNTY
CERTIFY THAT THE MAP OR PLAT TO #H/CH THIS civ FICAnav IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING
/, EDWARD T. HYMAN .AP.
PLS-2690, CERTFY,
RENEW OFFICER THAT THIS PLAT IS OF
AN EXISTING PARCEL(S) OF LAND.
/, EDWARD T, HYMAN, JR., CER7 IFY THAT
THIS PLAT WAS DRAWN FROM AN ACTUAL
FIELD LAND SURVEY MADE UNDER MY
SUPER WS/0N.• THAT THE DEED
DESCRIPTION FOR SAID PROPERTY IS
RECORDED IN D.B. PG. : THAT
THE ERROR OF CLOSURE IS 1: 10,0001:
7HA T THIS MAP WAS PREPARED /N
ACCORDANCE WITH BOARD RULES,
WITNESS MY ORIGINAL SIGNATURE,
REGISTRAT/ON NUMBER AND SEAL THIS 10
DAY OF AUGUST, 2004
tolls,
/. 1?. / ,l 20 - IV 1!
L-2 0
%
T. H*y
O
O
Ilk
a

LEGEND
O EXISTING IRON PIN
CALCULATED POINT
PROPERTY LINE
- PROPERTY EXTENSION
R/W LINE
0 0 0 0 0 0 0• BULKHEAD LINE
NOTE.• THIS PROPERTY /S LOCATED
IN FLOOD HAZARD ZOW£ A3" 6
MAP PANEL 1370184 0185 B
DATED DECEMBER 4, 1985
F/A/LSNFn F/ n9 F/FV - A//A
a
w
W
150 A US HWY 158 E
Camden, North Carolina 27921
[phone] [phone]
1ANDUM
John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: Boger Thorne
Date:
;CT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Name Richard Wessell
lumber 04 1673
d From DCM
ed Date 10/15/04
Recvd By Region
ct Type bulkhead replacement
County Pasquotank
County2
Region Washington
Cates Stream
Wetland Wetland Wetland Stream Class Acres Feet
Type Impact Score Index Prim. Supp. Basin Req. Req.
wetland/ FT-8- N F--30-3-(12) SB F- 30,150. 0.24 r-
tland Rating Sheet Attached? p Y O N Did you request more info? p Y p N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Ligation required? Q Y O N
Recommendation: Q Issue O Issue/Cond O Deny
,ided by Region: Latitude (ddmmss) Longitude (ddmmss)
nments:
ae n/c
Regional Office
Central Office Page Number 1
tion Wetland
itigationType Type Acres Feet