20021483 Ver 1_COMPLETE FILE_20020916

W ATF Michael F. Easley, Governor
`OHO RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
>_ y Division of Water Quality
Mr. Jack Branch
C/o Midgett Realty
P.O. Box 250
Hatteras, NC, 27943
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Branch:
October 15, 2002
DWQ# 02-1483
Dare County
You have our approval, in accordance with the attached conditions, to fill and excavate 0.094 and shade 0.001 acre of coastal
wetlands and estuarine waters in order to perform maintenance dredging and construct a dock and boat slips along the shoreline of your
property in Hatteras Village in Dare County, as described in your application received by the Division of Water Quality on September 16,
2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3371,
which can be downloaded from our web site at http://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 condition
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 Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Quible & Associates, P.O. Drawer 870, Kitty Hawk, NC, 27949
Sinc ly,
;)s
a Klimek, E.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
021483
Customer Service
1 800 623-7748
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Jack T. Branch County Dare
Project Number 02 1483 County2
Recvd From DCM Region Washington
Received Date 9/16/02 Recvd By Region
Project Type shoreline and water activity
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ?- -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA Waters O YO N F__ 30-22 SA F__ 30,155. 035 F_ F__ F-
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: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1

4
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Jack T. Branch
2 LOCATION OF PROJECT SITE: Saxon Cut Drive, Hatteras Village, Dare County, Harbor Village
Creek, tributary to the Pamlico Sound
Photo Index - 2000: 171-2010, J 12; 1995: 171-1753, J 02
State Plane Coordinates, X: 2987600; Y: 553400 GPS C010917B
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - July 10, 2002
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received Complete -August 19, 2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline, Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -none; Planned - none at this time
(F) Type of Structures: Existing-vacant lot with a partial boardwalk, 2 slips and finger piers and
riprap shoreline stabilization; Planned - bulkhead, dockage, 2 finger piers & 2 slips &
maintenance excavation;
(G) Estimated Annual Rate of Erosion: 1.0 ft.
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
Ti XrV A V A TTnlV FTT X. . CA A "YIV !
(A) Coastal Wetlands 750 sf:.017 A 70 sf; .001 A
(B) Public Trust/Estuarine
Waters 3,360 sf; .077 A
(C) Estuarine Shoreline 11,250 sf, .258 A
(D) Total Area Disturbed: 15,360 sf., 0.353 A
(E) Primary Nursery Area: No
(F) Water Classification: SA; closed to shellfish harvest
8. PROJECT SUMMARY: This project involves maintenance dredging, and the construction of new
dockage to create 4 additional boat slips along the shoreline of a property in Hatteras Harbor Creek
located in the Village of Hatteras, in Dare County. This project also includes the installation of a
bulkhead to replace the existing riprap stabilization along the shoreline of this property.
Jack T. Branch, Dare County
FIELD INVESTIGATION REPORT
Wage 2
1'
Project Setting
The application site is located west of the Hatteras Marlin Club Marina, off Kohlor Drive, in the
Village of Hatteras, Dare County. The site consists of a 0.4-acre lot that is situated between the
intersection of NC12 and Kohlor Drive, and Harbor Village Creek. This waterbody is also
referred to, locally, as Austin Creek. This creek flows through the north part of Hatteras village
and connects to the Pamlico Sound both through Hatteras Harbor and Sandy Bay, which is located
on the east side of Hatteras village. According to the North Carolina General Warranty Deed
provided with this permit application, this parcel is presently owned by both Jack T. Branch and
his wife, Pearl S. Branch, and was recorded by the Dare County Register of Deeds on February
13, 2002. Mary Dawn M. Judy and family previously owned this property. This previous
property owner obtained delineations, permits, and authorizations for work prior to the sale of this
property including the issuance of a Nationwide # 18 by the U. S. Army Corps of Engineers (US
ACE), and a Division of Water Quality Certification # 011287, as well as a Division of Coastal
Management coastal wetland delineation conducted on January 9, 2002. Prior to this current
permit application review, the existing property owner (Jack Branch) was issued CAMA Minor
permit (permit # 2002-9) for site development within the Estuarine Shoreline of the Pamlico
Sound, and a CAMA General Permit # 31255-A for a bulkhead alignment that was landward of all
wetlands. This General Permit expired on April 28, 2002, and the Minor Permit will expire on
December 31, 2005. No work was ever undertaken under this general permit authorization. Some
site grading work has been undertaken, including upland grading associated with the authorized
minor.development within the Estuarine Shoreline Area of Environmental Concern (AEC), and the
filling of US ACE jurisdictional wetlands located outside of the Estuarine Shoreline AEC.
The lot is a vacant tract with current access from Kohler Drive and through an adjacent front
lot along NC 12. This lot has approximately 150-1f of shoreline, and may have been previously
used in commercial fishing activities. According to the application, this site is approximately
3.5-ft above the NWL. The site is level and some of the referenced authorized site work has
been undertaken. Most of these. fill areas are presently located on a separate recently
subdivided lot, that was part of the original parcel, located along NC12.
The adjacent riparian property to the east is owned by Desmond R. Foster, Jr. The shoreline
along this property is bulkheaded, and much of this adjacent property appears to have been
previously filled. The adjacent riparian property to the west is owned by Joseph G. Farrow,
and a portion of this property appears to be being used for commercial crabbing and fishing.
The shoreline of this adjacent property is stabilized with a bulkhead landward of the existing
wharf, and wetland fringe. A concrete pad, near the shoreline, is used for parking, crab-pot
and net storage and staging.
Existing structures on the application site include a 70-ft by 10-ft boardwalk type dock,
somewhat parallel to the shoreline. This boardwalk extends east in front of the adjacent lot,
and continues along the applicant's shoreline, a few feet waterward of an existing wetland
fringe, approximately 8-ft to 10-ft waterward of the NWL, and a few feet beyond the existing
wetland fringe. The boardwalk structure has two 4-ft by 10-ft finger piers that face northwest,
and provide 4 existing boat slips. Several miscellaneous mooring piles are also positioned
offshore of the existing boardwalk. Approximately 85-1f of the shoreline is stabilized with a
wide revetment of concrete slabs, rubble, and riprap material.
Jack T. Branch, Dare County Page 3
FIELD INVESTIGATION REPORT
A 7-ft to 30-ft wide coastal wetland fringe exists along this shoreline. Vegetation has grown
through much of this concrete material, landward of the NWL, including Baccharis
halimifolia, Spartina alterniflora, Borrichia frutescens, and Spartina patens. In addition,
through the existing concrete riprap material that is waterward of the NWL, a healthy obligate
2-3-ft fringe of Spartina alterniflora and Scirpus spp. is established. According to the
application, no erosion has occurred along this shoreline within the last year. Aerial photos
from 1995 and 2000 indicate this to be the case over the last seven years.
Village Harbor Creek appears to have been channelized, and serves more as a harbor basin in the
vicinity of this project. At the project site, the creek is over 200-ft wide, and has a water depth,
at a distance of 3-ft offshore, of one ft or less. The application platwork indicates that the water
depth, 25-ft offshore, is 5-ft, at NWL, and out into the harbor channel, at 60-ft offshore, the
existing water depth is 10-ft, at NWL. The harbor bottom consists predominately of sand, muck
and debris, and during the application site visit, there were no visible areas of submerged aquatic
vegetation. The waters of this creek carry the same water classification as the Pamlico Sound.
The North Carolina Environmental Management Commission has designated these waters as `SA'
waters (suitable for shellfish propagation and harvesting); however, the waters in this vicinity are
closed to the commercial harvest of shellfish. The North Carolina Marine Fisheries and Wildlife
Resources Commissions classify the waters of the Pamlico Sound as Coastal Waters. During the
site investigation, no shellfish were observed along the water bottom. Juvenile finfish and some
crustaceans were observed within the waters and wetlands along the shoreline.
The Coastal Resources Commission (CRC) has also designated these waters as Estuarine Waters
and Public Trust Areas of Environmental Concern (AEC). Also under the designation of the
CRC, a Coastal Shoreline AEC extends in a contour of 75 ft landward of the NWL. Coastal
wetland vegetated areas, like the one described above, have also been designated as Coastal
Wetland AEC by the CRC.
Project Description
The applicant proposes to remove the existing concrete riprap material along the existing shoreline
and wetland fringe areas, and install a wood bulkhead. The proposed 144-1f bulkhead alignment is
an average and maximum distance waterward of the NWL of 4-ft and 8-ft, respectively. The
application does not indicate whether this structure will directly tie into the adjacent bulkhead
structures, will have separate return walls at each end, or some combination of these options. The
bulkhead structure will include wood pilings and sheathing with conventional steel rods and
deadmen construction. The tieback area will be backfilled with sand material previously dredged
and stockpiled from a recent approved local dredging maintenance project.
Jack T. Branch, Dare County Page
FIELD INVESTIGATION REPORT v
The applicant proposes to allow the existing 10-ft wide boardwalk to remain jalong the southwest
side of the property's shoreline, and connect an additional 82-1f of 6-ft wide boardwalk along the
remaining portion of the shoreline in a northeast direction. The proposed new boardwalk portion
will connect to the existing boardwalk at an approximate 90-degree angle. A 6-ft wide elevated
walkway, that will provide access from high ground near the center of the'lot's shoreline, will
connect to the boardwalk dockage at this same location. The new boardwalkwill also include two
12-ft long by 3-ft wide finger piers. Four new mooring pilings will be positioned in conjunction
with these finger piers, and will provide four additional mooring slips. This will increase the
number of available slips to a total of 8 slips.
The applicant also proposes to accommodate these slips by excavating a 3,360-sf area (60-ft by
56-ft) of the harbor bottom for these 4 new slips. The water depths in this, area currently range
between 3-ft to 6-ft below the NWL. The applicant proposes to commence excavation at the
existing 3-ft water depth, about 20-ft offshore, and dredge to a 10-ft, below NWL depth. This 10-
ft water depth.is proposed to match the existing water depths of the neighboring slips and the
harbor channel.
Anticipated Impacts
This project does not propose any development for non-water dependent uses. The principle
anticipated impacts from this project are associated with the proposed 3,360-sf of harbor
excavation, the mooring encroachment into an adjacent riparian setback area, and the approximate
150-1f of bulkhead alignment and the coastal wetland losses that will result from this bulkhead
alignment. This alignment will result in the loss of 750-sf of coastal wetland habitat. This
bulkhead alignment will also result in the probable loss of the remaining coastal wetland fringe
waterward of this alignment. According to this application, this proposed bulkhead alignment
would result in the placement of approximately 22-cy of fill material below the NWL.
The proposed dredging will result in the removal of approximately 187-cy of material from the
water bottom near the shoreline. The dredge depth of the proposed excavation area will not exceed
the connecting water depths of the adjacent harbor channel. This excavation will not directly result
in the loss of any SAV's or shallow water habitat. The proposed dredge spoil retention structure
will be located landward of the Coastal Shoreline Buffer.
The proposed boardwalk, access walkway and finger pier alignments will result in the shading of
approximately 70-sf of coastal wetlands. Also, portions of the proposed walkway, one finger
pier, one mooring piling, and one slip will encroach into the adjacent riparian setback to the east.
According to correspondence signed July 10', 2002, included with the application, this adjacent
riparian neighbor, Desmond R. Foster, Jr., appears to have no objection to the project as
proposed, and appears to waive any right of objection to work or placement of these structures
within the riparian setback.
Jack T. Branch, Dare County
FIELD INVESTIGATION REPORT
Page C
The overall land disturbance associated with the proposed bulkhead and associated land disturbing
activities will result in impacts to an area approximately 11,250-sf.of Estuarine Shoreline. This
development will impact a combined area of about 4,100-sf of Estuarine Waters/Public Trust Area
and Coastal Wetlands, and a total of 0.353 acres of waters, wetlands, and land area within the
Estuarine System of the Pamlico Sound. The most significant, anticipated loss associated with this
project would be the loss of over 750-sf of coastal wetlands.
An inspection of mapping data on cultural resources revealed that archaeological or cultural
resource findings in the vicinity of this project have been recorded on the available maps. It is
important to note that Hatteras Island has a rich heritage in cultural resources, and these maps
have not been updated in at least 10 years.
Submitted by: Dennis W. Hawthorn
Date: September 9, 2002
PROJECT NARRATIVE
Branch CAMA Major
Hatteras, North Carolina
RECEIVE
'AUG 2 2002
COASTAL MANAGEMENT
ELIZABETH CITY
The purpose of this document is to provide a narrative description of the proposed project. The
subject property is an approximately 17,696 sf parcel of land located at the end of Saxon Cut Drive
adjacent to the Pamlico Sound in Hatteras, Dare County, North Carolina.
The project proposes the construction of 144 linear feet of bulkhead, a 6' wide by 82' long dock with 4
boat slips for the private use of the residents of the property. Also propos4 is the dredging of an area
approximately 60'x 56' to provide additional water depth for the proposed boat slips.
The subject parcel of land is a subdivided lot that is situated on Harbor Village Creek and is bordered
by numerous existing commercial and recreational boat slips and marina facilities. Currently there is 70
linear feet of dock and 4 boats slips located on the western end of the property. Approximately 85' of
the existing shoreline is protected by concrete rip rap while the remaining portion has no shoreline
protection at this time. The two adjacent properties have a bulkheaded shoreline and currently have
boat slips and docking immediately adjacent to the subject property.
The proposed project will provide four additional deep water boat slips as well as provide shoreline
protection for the property. The proposed bulkhead will be 144 linear feet, and tie into the existing
adjacent property bulkheads to the east and west. Also proposed is a 6' wide dock that will extend
from the existing dock and provide access to the boat slips and walkway to the property. The project
also proposes to excavate an area in the creek 60' wide by 56' (3,360 sf) waterward from the
proposed dock alignment to a depth of 6' at the dock edge to a maximum depth of 10'. The excavation
depths proposed will match existing depths found in the adjacent property boat slips and the average
maximum depth in the center channel.
The proposed bulkhead will be constructed waterward of the existing rip rap and tie into the existing
bulkheads on the adjacent properties. This bulkhead alignment and associated backfill will impact
400 sf of coastal wetlands on the subject property. The remaining 1,200 sf of coastal wetlands will
remain undisturbed and will not be impacted by the proposed excavation which will take place
waterward of the proposed dock. The proposed excavation will produce approximately 187 cubic
yards of material which will be contained on the property in a 100' by 40' area located landward of the
30 ft. buffer. The enclosed plat accurately depicts the proposed development as described in this
narrative.
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Jack Branch
Address c/o Midgett Realty PO Box 250
City Hatteras State NC
Zip 27943 Day Phone [phone]
Fax N/A
c. Street address or secondary road number
Saxon Cut Drive
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)Harbor Village Creek, Pamlico
Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Quible & Associates, P.C.
Address PO Drawer 870
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a bulkhead, dock and 4 boat slips.
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Branch CAMA Major
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
Hatteras
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? Private
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. The purpose of the proposed project will be to
repair and or replace the existing docks and walkway and
provide additional boat slips for the use of the property
owners.

AUG 1 9 2002
COASTAL MANAGEMENT
ELIZiIsETH CITY
Revised 03/95
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?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 144'
c. Average distance waterward of MHW or NWL
4.0'
d. Maximum distance waterward of MHW or NWL
8.0'
e. Shoreline erosion during preceding 12 months
None
(Source of information)
f. Type of bulkhead or riprap material wooden
g. Amount of fill in cubic yards to be placed below water
level
(1) Riprap N/A
(2) Bulkhead backfill 23 cubic yards
h. Type of fill material Sand -
i. Source of fill material Dredge spoil
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
(3) Purpose of fill Back fill bulkhead
b. Will fill material be placed in coastal wetlands "
(marsh), SAVs or other wetlands?
X Yes No
If yes, '
(1) Dimensions of fill area See plat
(2) Purpose of fill backfill of proposed
bulkhead.
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? Material to be placed within silt
fence perimeter as shown on the enclosed plat.
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Excavator, backhoe, bulldozer, grader
c. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Quible & Associates, P.C., Agent for Jack Branch
A1ppllicant or Project Name
Sign is ifre'
June 17, 2002
Date
L.
"ED
1 f''
A U G 19
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the water
8 cubic yards
(2) Dimensions of fill area See plat
COASTAL OANAGEMENT
ELIZABETH CITY
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 17,696 SF ( 0.41AC.)
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
3.5'
d. Soil type(s) and texture(s) of tract
Duckston fine sand
e. Vegetation on tract Juniperus viriniana, Mvrica
ceri era. Ouercus virziniana, Juncus roemeranus,
Toxicondendron radicans, Baccharis hamifolia.
f. Man-made features now on tract Walkway and dock
with four boat slips.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
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.
Public water supIly
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.
Conservation X Transitional
-Developed Community
Rural Other •
h. How is the tract zoned by local government?,
RS1
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
k. Is the project located in a National Registered Historic
District or does it involve a National Register listed or
eligible property?
Yes X No
Are there wetlands on the site? X Yes _No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
4/28/02
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
None
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 %" by 11" white paper. (Refer to Coastal
Resources Commission Rule 710203 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 site. Include highway or
secondary road (SR) numbers, landmarks, and the like.

AUG 1 9 2rn'>
COASTAL N4ANAGEMENT
ELIZABETH CITY
Revised 03/95
Form DCM-MP-1
• A Stormwater Certification, if one is necessary.
6. CERTIFICATION AND PERMISSION
• A list of the names and complete addresses of the TO ENTER ON LAND
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners I understand that any permit issued in response to this
have received a copy of the application and plats by application will allow only the development described in
certified mail. Such landowners must be advised that the application. The project will be subject to conditions
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal and restrictions contained in the permit.
Management. Upon signing this form, the applicant
further certifies that such notice has been provided. I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
Name Desmond R. Foster, Jr. approved Coastal Management Program and will be
Address PO Box 459, Hatteras, NC 27943 conducted in a manner consistent with such program.
Phone
I certify thatI am authorized to grant, and do in fact, grant
Name Joseph G. Farrow, Jr. permission to representatives of state and federal review
Address PO Box 342, Buxton, NC 27920 agencies to enter on the aforementioned lands in
Phone connection with evaluating information related to this
permit application and follow-up monitoring ofthe project.
Name
Address I further certify that the information provided in this
Phone application is truthful to the best of my knowledge.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers, This is the 17th day of June. 2002.
permittee, and issuing dates.
Print Name Doug Dorman. Ouible & Associates
Nationwide #18 Permit - DWO #011287, Issued on 9/8/02
to Marv Dawn M. Judy. CAMA Minor Permit # 2002-9 Signature
:-?
issued on 1/18/02 to Jack Branch. General Permit #
31255A issued to Jack Branch, expired on 4/28/02. Art ior/zed Agent for Jack Branch
• A check for $250 made payable to the Department of Please indicate at
Environment, Health, and Natural Resources project.
(DEHNR) to cover the costs of processing the
application. X DCM MP-2
DCM MP-3
• A signed AEC hazard notice for projects in X DCM MP-4
oceanfront and inlet areas. DCM MP-5
DCM MP-6
tachments pertaining to your proposed
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A -1 to 10) NOTE: Please sign and date each attachment in the
If the project involves the expenditure of public funds space provided at the bottom of each form.
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act. 'V
AUG 19 20"1)
.%0ASTA1 iNlANAGEMENT
FJ !Lra.B=TH CITY
Revised 03/95
. m 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.
Average Final
Existing Project
Width
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
56' 60' . 3' 10'

AUG 1 9 ?fw)
i%OASTAL
,LianlAGENjENT
Ei.IZAg?T? C!7'y
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 187
b. Type of material to be excavated Sand
c. Does the area to be excavated include coastal wetlands
(marsh), submerged aquatic vegetation (SAVs) or
other wetlands? _ Yes X No
NA
d. High ground excavation in cubic yards NA
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On site. See enclosed plat
for spoil location.
b. Dimensions of disposal area 100'x40'
c. Do you claim title to disposal area?
X Yes . No NA
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? _ Yes X No
If yes, where?
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Fo rm DCM-MP-1. Be sure to complete all other
sections o f the Joint Application which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 1
(3) Length 82'
(4) Width 6'
(5) Finger Piers X Yes No
(i) Number 2
(ii) Length 12'
(iii) Width T max
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 4
(8) Proximity of structure to adjacent riparian
property lines Mooriniz pilings within
adjacent riparian corridor. Letter of agreement
enclosed with application.
(9) Width of water body 235'
(10) Water depth at waterward end of pier at MLW
or NWL 3'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
f. Mooring structure,(boatlift, mooring pilings, etc.)
(1) _Commercial -Community X Private
(2) Number 4
(3) Length 20'
(4) Width 10"
g. Other (Give complete description)
uible & Associates. P.C. Agent for Jack Branch
Applicant or Project Name
Signature`
June 17. 2002
Date
ON ED
AUG 19 1"?
COASTAL IN ANAGEMENT
ElUZ- BETH CITY
Revised 03/95
ZI

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23 Lot Number
98.1 Lot Dimension
This map is prepared For the inventory of real property Found within this jurisdiction, and is compiled From Pre+rious Line r
recorded deeds, plats and other public data. Users of this map are hereby notified that the af orem etioned public Canal -Shoreline
primary information sources should be consulted for verification of the information contained in this map, ,Easement
DARE COUNTY ASSUMES NO LEGAL RESPONSIBILITY FOR THE INFORMATION CONTAINED IN THIS MAP ?Hcod zone G°la

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DCM % DWQ %
Development Type FEE ('14300 1601,435100093 162 6253) (24300 1502435100095 2341
I. Private, non-commercial
development that does not involve
5250
100%($250) 0°i° (SO)
the filling or excavation of any
wetlands or open water areas:
Public or commercial development
11
.
that does not involve the filling or
$400 100% (5400) 0% (50)
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. S. C, or D
below applies:
III(A). For Private, non-commercial
0% (50)
development, it General water Quality $250 100% ($250}
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial

development, if General water Quality
$400
100%($400) 0% (50)
Certification No.3301 (see attached)
can be applied:
111(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400 60%(S240) 40%($160)
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 50% (5240) 40% (5160)
can not be applied:
For development that involves
IV
.
the filling and/or excavation of more 5475 600%. (S265) 40% (5190)
than one acre of wetlands and/or
open water areas:

_
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I I THIS CROSS SECTION IS TO BE USED FOR j I;;
PLANWNC PURPOSES ONLY. O ® O 1 ® I , 1 r-n -n'
5~ I I
B CROSS SECTION 1 15ED
(-15' ~ . )6 I P DOSED N.T.S. K
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DB. - 1758 P6. -0799 i
DD. - 161,86. - F76 " r ..r ; i ? 's
NOTES: ~ ETQ511N5~-~'` se' 1r r ~
R!P' RIP PREYt0U5LY 1. OWNER: MR. JACK BRANCH nm mr m ~ oo~aa 0.+o as BU.KlEI~D A~I61t-BiT I 2X6 JOIST 4 CCA 2X6 DECKING 0.40 CCA
Y E7~E0 4/1r7/Q1 C~0 MIDGETT REALT P.O. BOX 250 b WALKMUY TO FINAL B
HATTERAS, NC 27943 e/r oKV. nerr rOLT rp~r, wr a ria I FNIGER PIER BDAT SUPS D
2. ENGINEER: QUIBIE & ASSOCIATES, P.C ~ ~o'BUFr~R. ~ E>05TM6 K 3/4'X18' TIE RODS
P.0 DRAWER 870 PROPOSED TO T4!l4AIM Ti~D 10' pl CENTER WJ
KITTY HAWK, NC 27949 SILT FENCE ~~~ssoa ~ ~ dA.KHF.AD FILTER ClO1H n
1 a 3. PIN NUMBER: O6 9585(20) 7 6552 ,y~ J 5 J
4. FIRM ZONE: AE (EL.6') ~ 6 if' N 4 P . 67 / 5. RECORDED REFERENCE: D.B. 90, G 2 Io N s/e• ear w/ o ~ cuvAN¢ED TrPICAI
a 6. PARCEL AREA: TOTAL PARCEL AREA = 17,696.14 SF PROPOSED SPOIL FINAL OE m FINAL pEPTH 10' TO HATCH ' m
s o LOCATION ~ QOS~p w ~ 40' 280 CU.YD. CAPACITY EIOSTi11C CHANNEL DEPTH 8' m TONGUE GROOVE
a I
N f DOTT01'1 _ T=X15T~ 6X6
r. ~n Q N _ N .r--+
I N J Q J ~ N
J N w 100' D
m LEGEND SECTION N TYPICAL PIER CROSS o - . I
m N.T.S. ~ .W
cv EXISTING CONCRETE RIP RAP Att 542't75D ~ I o ° i u~.44' I
A A T R G 1 7 CU. YDS. I EXISTING RE 0 BE D ED ED (8 )
~ I
s EXISTING COASTAL MARSH 1,260 SF ~ v ( ) /
' WITHIN PROPERTY BOUNDARIES I
PROPOSED SPOIL DISPOSAL AREA ( I ate ED
1WL I NI NI W
p1 PROPOSED AREA DISTURBED DURING BACKFILL I ~'A10 ~ NAnON'NDE FN1 PBtMiT $ a I~ 9/9/02 ~ ~ I I 1 SEP 0 zoos
XI TIN WA R DEPTHS m ~ I o (-ro~ E S G TE Z ~ ~ ~ B ~ DOCR CR NS
E ~ I I - 10~ PROPOSED WATER DEPTHS * ~ ~ ( ~ ~ COASTAL MA N,T.S. ELIZA NAGEMENT ~ BETH CITY
a, x l A9 a PROPOSED SILT FENCE ~ I ~ ~
0 EXISIING IRON PIPE
a O IRON PIPE SET 1 7 19 REVISED AS PER DCN COYYEFITS DAD
a X PK NAIL 2 7/29/02 REVISED AS PER DOM COMMENTS DAD
v COPYRIGHT © 2002 °m ® EXISTING REBAR 3 ere REVSED AS ~ DDM COMMENTS DAD QUIBIE AND ASSOCUTES, INC.
0 ao, p CALCULATED POINT JACK T. BRANCH SUBDIVISION
R THIS DOCUMENT IS 1HE PROPERLY OF - PROPOSED WATER METE pUIBLE AND ASSOCIATES, INC., ALL PARCEL "A"
° RIGHTS ARE RESERVED. ANY RE- a GRAPHIC SCALE No. DaTE o~scRrPnoN er PROOUCnoN of THIS oR PossESSwN TTERA~S HATTERAS TO1fNSHIP DARE COUNTY NORTH CAROLIN
o WITHOUT PRIOR PERMISSION OF
~ ° w 70 b awiw er. DAD aff 1/110? QUIBLE AND ASSOCUTES, INC. WILL CONSTITUTE VIOLATION OF COPYRIGHT ui a soda es
°o ~ LAWS. VIOLATION WILL BE SUBJECT N aEnao or. aurws ea. D1DBAcamu TO LEGAL ACTION ENGINEERING * PLANNING * ENVIRONMENTAL SCIENCES
i ~~~T) pD1AB0 .rerT ~ ~ 1 ~ CERTIFICATION FICATION P.o. Drawer s~o • Kitty Hawh • Norih carollna • Pharu: (2sz) 261-3300 • iaz: [phone] • E-Mall: garoNlmind~priny.com
o > rnon son