20020070 Ver 1_COMPLETE FILE_20020115

401 Issues
Subject: 401 Issues
Date: Mon, 04 Feb 2002 14:58:34 -0500
From: Milt Rhodes <[e-mail]>
To: [e-mail]
CC: Cyndi Karoly <[e-mail]>, Todd Kennedy <[e-mail]>,
[e-mail]
Hi Mike. I will try and keep the comments brief.
Project 1: Hedrick - Lexington
No Comment.
Project 2: Lewallen - Southmount - High Rock Lake
No Comment, but if they dig deep enough, they will hit China.
Project 3: Weddle Lake Norman
Stream Bank stabilization such as rock revetments and seawalls are allowed in
the buffer zone of water supply watersheds, however, the rules state no new
development is to be placed within the 30 foot water supply watershed riparian
buffer zone. This includes non-water dependent structures such as gazebos and
covered decks. The county ordinance could be more stringent in this case.
Project 4_ Rhodes - Hyco Lake, Caswell County
I am not sure what the applicant means by water runoff between lots 11 and 12,
but water is not supposed to be directed or discharged into surface waters by
direct means, rather water is supposed to be conveyed through the use of
vegetated conveyances "and bmps are supposed to be utilized to divert and
diffuse stormwater runoff prior to entering a surface water. feature:
Additionally, no new development is allowed within the minimum buffer zone
"
established by the Caswell County watershed overlay district for this area.
The statewide minimum buffer is 30 feet. The County buffer could be larger.
Project 5. Guerin - Thorp Reservior.
The applicant is reminded that stream bark stabilization is-allowed in water
supply watersheds along shorelines, however, the 30 foot vegetated buffer is
subject to no new development. Water-dependent structures such as docks are
allowable, as is access to these structures, but the impervious surfaces.
features necessary
ould be
amount and allhstthese ormwaterurunoff associated r wdthed hese the minimum
be
directed away from direct discharge to surface waters.- In addition, stormwater
runoff should be filtered or `diverted away from surface waters through the use
of stormwat8r best`'management practices per the-guidance"in the water supply
watershed protection -rules. Finally, I would like,to see pictures of this.
project.
Thanks „
Milt Rhodes y
Local Government Assistance Unit`_
CyndiKaroly wrote:
x,
> Milt - here's the procedure John wanted followed. Now that`Mike's'here we
> can finally follow it:
> As the copies of.the 401 applications are forwarded to you, Megan would
I of 2 2/5102 6.46 A
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
March 8, 2002
DWQ# 02-0070
Dare County
Cathy Satterfield
Shoreline Beach Mart
P.O. Box 422
Rodanthe, NC, 27968
APPROVAL of 401 Water Quality Certification
Dear Ms. Satterfield:
You have our approval, in accordance with the attached conditions, to place fill and dredge in 1.055 acres of Public Trust Area
and Estuarine Waters in order to construct two rock groins to stabilize the channel entrance to an existing basin, and to perform
maintenance dredging of said basin and canal adjacent to the Pamlico Sound in Dare County, as described in your application received
by the Division of Water Quality on January 15, 2002. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3274, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetiands .
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 in writing and you may be required to send us a new application fora 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:
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 Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
incerely;
J. Tho e, Ph. .
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
020070
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/
J j.. .....:-..-.
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna 6. Moffitt, Director William G. Ross Jr., Secretary
January 10, 2002
MEMORANDUM:
®1
,
10
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Shoreline Beach Mart c/o Cathy Satterfield
Project Location: NC 12 adjacent Pamlico Sound in Rodanthe, Dare County
Proposed Project: Construct 2 rock groins, place riprap and perform maintenance dredging
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by January 31, 2002 . If you have any questions regarding the proposed project, please
contact at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: hfp://dcm2.enr.state.nc,us
An Equal opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DCM % DWQ %
Development Type FEE (14300 1601 A35100093 1625 6253) (243001602 435100095 234 i
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:
11. Public or commercial development
that does not involve the filling or $400 100%(S400) 0% (SO)
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:
Ill(A). For Private, non-commercial
development, If General water Quality 5250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%(S400) 0% (SO)
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% (5240)
40% (S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached)
S400
60% (5240)
40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60%(S285) 40% (S190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Shoreline Beach Mart c/o Cathy Satterfield
2. LOCATION OF PROJECT SITE: Dare County, NC 12, Rodanthe, Pamlico Sound
Photo Index - 2000: 175-2058, H17 1995: 174-1800, D5
State Plane Coordinates - X: 3049500 Y: 687400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - Dec. 18, 2001
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - November 29, 2001
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 - septic tank drain field
Planned - same
(F) Type of Structures: Existing - access channel, tire jetties, man-made basin, boat ramp &
dock, small shopping mart, parking area
Planned - maintenance dredging of basin & channel, replace jetties with
rock groins, rip-rap shoreline stabilization
(G) Estimated Annual Rate of Erosion: 1 ft.
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
ni?,pnr''M FTT.T .P.n OTHER
(A) Vegetated Wetlands 150 sf. (0.003 A)
(B) Public Trust Area &
Estuarine Waters 45,000 sf. (1.032 A) 900 sf. (0.020 A)
(C) Upland/Spoil Retention Site 11,000 sf. (0.252 A)
(D) Total Area Disturbed: 57,050 sf. (01.31 A)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: This project involves the construction of two rock groins to stabilize the
channel entrance to an existing basin adjacent to the Pamlico Sound, as well as maintenance dredging of
that basin and access channel. This project also includes the shoreline stabilization of the existing man-
made basin.
Shoreline Beach Mart c/o Cathy M. Satterfield, Dare County
FIELD INVESTIGATION REPORT
Page 2
PROJECT SETTING
The project site includes two adjacent parcels with a combined area of approximately 2.1 acres,
located along the west side of NC 12 along the Pamlico Sound on Hatteras Island, Dare County in
the village of Rodanthe. The site includes a small shopping mart, approximately 0.25-acres of a
concrete/asphalt parking area, a 0.22-acre man-made basin and access channel that connects to
Pamlico Sound. The basin includes a concrete boat ramp and 30 ft. by 6 ft. courtesy access dock
adjacent to the ramp. The site also includes a small bait and utility shed located behind the store, a
small camper structure to the south of the store building and a remnant fish house located along the
shoreline of the Sound and the entrance channel. A 16 ft. by 8 ft. floating dock and seven mooring
piles are located along the north/northwest shoreline of the man-made basin. The floating dock and
mooring piles were used during the last summer season by a tenant of the applicant to launch and
moor jet skis and small wind and/or man-powered watercraft. This commercial structure is served
water by the Dare County water system and wastewater is treated by an on-site septic tank/drain-
field. Preliminary review of archaeological site data for this portion of Hatteras Island indicates no
cultural resources located within the immediate vicinity. The Chicamacomico USCG Life Saving
Station is located approximately one-half mile north of the application site.
Cathy Ballance Satterfield owns the project site and existing facility. According to the CAMA
application and attachments, several CAMA and/or NC Dredge and Fill Permits have been issued
and/or renewed in the last thirty years for maintenance dredging and other development within the
man-made basin and access channel.
According to the application and available topographic mapping, the site is approximately 8 ft.
above the NWL. The eastern portion of the property is covered with impervious surfaces (i.e.,
roof tops, concrete, asphalt, gravel) while the upland vegetated area of the two-acre site is
vegetated in salt meadow hay, goldenrod, heather, Dusty Miller, sand spur, primrose, prickly pear
and other upland grasses.
The shoreline areas that are adjacent to the Pamlico Sound are vegetated with black-needle rush
(Juncus roemerianus), salt meadow hay (Spartina patens) and cordgrass (Spartina alterniflora).
Portions of the shoreline of the man-made basin are vegetated with spot areas of black-needle
rush (Juncus roemerianus), salt meadow hay (Spartina patens) and giant cane (Phragmites spp.)
Most of the shoreline of the basin, near the NWL, is not vegetated. Portions of the basin shoreline
are experiencing approximately one ft. of erosion per year and escarpments are visible in several
locations. However, a small area along the southwestern portion of the basin, near the access
channel, is experiencing accretion to the point that a sand bar extends northward and almost blocks
the basin entrance from the Sound.
Shoreline Beach Mart c/o Cathy M. Satterfield, Dare County
FIELD INVESTIGATION REPORT
Page 3
The existing man-made basin is irregular shaped, somewhat like a boot, and is connected to the
Sound by a 300 ft. long by 80 ft. wide access channel. The basin averages approximately -2 ft. in
water depth (NWL). This -2 ft. water depth contour continues in a western direction into the man-
made access channel for a distance of approximately 150 ft. off shore, where water depths
eventually reach a depth of -4 ft., 300 ft. off shore. Two piling/tire jetties are located on either
side of the entrance channel and extend approximately 125 ft. into the Sound.
As previously referenced, a 10 ft. wide concrete boat ramp is located at the southeastern side of
the basin and extends approximately 20 ft. into the basin. Also a 30 ft. long by 6 ft. wide courtesy
access dock is located directly adjacent to the north side of the boat ramp. Approximately 90 if of
the eastern side of the basin is currently stabilized with concrete and granite rip rap. A remnant
wood bulkhead is also located landward of this rock material in the same vicinity.
The shorelines of properties to the immediate north and south are not stabilized with any hardened
structures. The applicant's lot to the immediate south is vacant except for a camper with an
attached shed or but with a wooden deck. The property to the immediate north is vacant except for
some small sheds and out buildings.
The waters of the Pamlico Sound and this basin and access channel are classified as Coastal Waters
by the North Carolina Marine Fisheries and Wildlife Resources Commissions. The North Carolina
Environmental Management Commission has designated these waters as `SA' (suited for shell
fishing); however, these waters are presently closed to the commercial harvest of shellfish.
During the site investigation visits to this site, no shellfish were observed in the vicinity of this
project. Some small finfish were observed within the basin and channel waters. No SAV's were
observed in these areas.
The Coastal Resources Commission (CRC) has also designated these waters as Public Trust Area
and Estuarine Water Areas of Environmental Concern (AEC). In addition, under the designation
of the CRC, the Coastal Shoreline AEC extends in a contour of 75 ft. landward of the Sound and
the connecting access channel and basin.
PROJECT DESCRIPTION
The applicant proposes to maintenance dredge the existing man-made basin and access channel.
This project also includes the construction of two rock groins to stabilize the channel entrance to
the basin, as well as, rip-rap rock shoreline stabilization of the basin shoreline.
The applicant estimates that the basin is 150 ft. by 140 ft. and has a present average water depth of
2 ft. The proposed channel maintenance excavation includes an estimated dimension of 300 ft. long
by 80 ft. wide and this channel has an average water depth of -2 ft. (NWL). The applicant has
calculated that the proposed excavation will remove between 2 and 2.5 ft. of dredge spoil from the
Shoreline Beach Mart c/o Cathy M. Satterfield, Dare County
FIELD INVESTIGATION REPORT
Page 4
basin and access channel and will result in the removal of a total of between 3,778 and 4,345 cy of
dredge spoil material. An estimated 2,222 cy will be removed from the access channel and 1,556
cy from the basin. The 4,345 cy volume estimate allows for a 15 % error.
The applicant plans to remove the existing camper structure on her adjacent lot and utilize this area
(and possibly, a small portion of the adjacent property, owned by Mike Keller) for the construction
of a spoil retention structure. The applicant has calculated that an 8,700 sf retention structure, with
a 13 ft. high berm, will provide approximately 3,200 cy of spoil capacity. This calculation
includes a 10 ft. structure height and a 3 ft. freeboard berm height during operation. A hydraulic
dredge barge will undertake the channel excavation and the spoils will be pumped into the
retention structure. It is planned that the open water channel excavation will be undertaken during
the first phase of work. The basin dredging will be completed with a mechanical excavator at a
later date during an allowed dredging period, which will provide time for the channel dredge spoil
material to de-water and be partially removed to allow room for the additional basin dredge
material. The applicant proposes to maintenance excavate both the access channel and basin to the
connecting water depth of -4 ft., NWL. Once the dredge spoil has de-watered, the retention
structure will be removed upon the completion of the channel ands basin excavation. The applicant
also wishes to obtain a long-term authorization to maintenance dredge these waters during times
when dredging is considered less harmful to the coastal resources of the Pamlico Sound. A new
spoil retention structure will be constructed each time that maintenance excavation of the channel
and basin are undertaken.
The third phase of this project involves the removal of the existing pile and tire jetties located at
each side of the basin entrance. The existing tires will be removed and hauled to an approved
disposal site. The existing wood pilings will either be pumped out or cut off along the water
bottom. These jetties will be replaced with two rock groins. These structures will be constructed
of granite and will have a 6 ft. wide foot print. These structures will extend approximately 125 ft.
into the Pamlico Sound and will not extend more than one ft. in height above the NWL. This
groin structure height will be approximately 4 ft. above the Sound bottom.
The final phase of work for this project involves the stabilization of the entire basin shoreline with
rip-rap stone. This stone will be placed predominately along the shoreline escarpment areas, most
of which landward of the NWL. The rock structure will be approximately 8 ft. wide. The
proposed rip-rap structure will extend an average of 1 to 2 ft. beyond the NWL into the basin
waters with a 6 ft. wide portion of the structure used to stabilize the upland bank/escarpment
areas. The total structure length will be approximately 560 If. Some of the proposed rip-rap
structure alignment will cover approximately 150 sq. ft. of wetlands that are present along the
shoreline, most of which, are U.S. Army Corps of Engineers jurisdictional wetlands.
Shoreline Beach Mart c/o Cathy M. Satterfield, Dare County
FIELD INVESTIGATION REPORT
Page 5
ANTICIPATED IMPACTS
The proposed project will impact Estuarine and Public Trust Area Waters and the associated water
bottoms in these areas. This project will also impact a small area of vegetative wetlands along the
Coastal Shoreline of the man-made basin.
The dredging portion of this project will impact a 300 ft by 80 ft. (24,000 sf) area of the access
channel located within the Pamlico Sound, as well as another 140 ft. by 150 ft. (21,000 sf) area of
connecting waters within the man-made basin. It is estimated that the dredging portion of this
project will generate approximately 4,000 cy of dredge spoil material. The dredging portion of
this project will be divided into two phases of work to allow the channel's dredge spoil to de-water
and be removed to provide room for the remaining basin maintenance excavation. The proposed
dredge spoil retention structure will impact approximately 11,000 sf of upland area. A small
portion of this area will be located within the Coastal Shoreline AEC, adjacent to the existing
basin. Once all the proposed dredging activity is completed, the retention structure will be
removed, and the site graded and stabilized. Future dredging activity will include the re-
construction of a new spoil retention structure.
It is estimated that the placement of two rock groins will result in the filling of 900 sf of shallow
water habitat/water bottom, however, much of this area is already impacted by the existing tire
jetties. The proposed groins will provide more substantial protection to the existing basin/channel
entrance and may reduce the overall amount of maintenance dredging required in the future. The
rock groins will also provide some habitat benefits for local coastal resources.
The placement of rock stabilization along the shoreline of the existing man-made basin will result
in the filling of approximately 8 cy of material below the NWL and within the Estuarine and
Public Trust Area waters of the Pamlico Sound. This filling activity will also result in the loss or
disturbance of approximately 150 sf of vegetative wetlands, predominately giant cane and black
needle rush. Most of the area where the giant cane is located is already partially stabilized with
concrete rip rap and a remnant bulkhead. The proposed rip rap will reduce erosion along the
existing shoreline that will, in turn, reduce the associated long-term turbidity that may occur from
shoreline erosion. The. rip rap shoreline structurewill also provide some habitat benefits to local
coastal resources, including the possible re-establishment of vegetative wetland fringes in areas
along the existing shoreline.
All of the above proposed activities will result in temporary turbidity in the adjacent waters. This
project will impact a total of 0.252 acres (11,000 sf) of upland area and 1.31 acres (57,050 sf) of
coastal waters. A Stormwater Management Permit and an Erosion Control Plan may be required
for this project by the Divisions of Water Quality and Land Quality.
Submitted By: Dennis W. Hawthorn
Date: January 4, 2002
51? 'VED
NOV 2 9
e y fj
Cathy Satterfield
Shoreline Beach Mart
Rodanthe, N.C. 27968
252-987-1515
10-02-01
Division of Coastal Management and other reviewing agencies,
Attached please find our CAMA Major Permit application for our existing basin at
the Shoreline Beach Mart location in Rodanthe, Dare County.
The purpose of this project is to restore water depths to 4' and connect to existing
deep water channel in the Pamlico Sound.
This project will also include the replacement of the existing tire and piling jetty
structures located at the basin entrance with rock groins. Pilings will be cut to grade and
all tires will be removed and transported to an acceptable site. Rock groins will be 6' wide
at the base of these groin structures and about 4' high not to exceed 1' above NWL. These
structures will extend approximately 125' into the Pamlico Sound.
Cape Dredging will dredge basin and channel and construct temporary spoil site.
The spoil site has been located such that all of the structure, with the exception of
approximately 60' of the outer berm wall, will be 30' or more from the water. It may be
possible to slightly shift this portion of the spoil berm to the south on to Mr. Keller's
property to provide a 30' buffer at this location, as well. However, the actual
arrangements for this spoil site location revision have not been officially confirmed by Mr.
Keller. The camper and storage building will be removed to make room for the
construction of the spoil retention structure. Disposal area will be removed by Cape
Dredging after sand has de-watered and project is finished.
The floating ramp for jet skis will be removed from the basin prior to project being
started. I currently lease a small portion of my property to Mike Bigney, the adjacent
property owner, on an annual basis for jet ski rentals and I do not know at this time if we
will continue this arrangement.
This proposal also includes the stabilization of the entire basin with stabilization
INI
rock. The application package also includes copies of previous CAMA permits issued for s
dredging and other related work at our site. It is also our intent to obtain long term
authorization to be able to maintain our basin and channel as necessary.
Cathy Satterfield
dIZ& " , 'YaT?
6 Pete!
Form DCM-MP-1
APPLICATION''
V 2 el 20M1 (To be completed by all applicants)
b. City, tgwn, community or landmark
Rodanthe, N.C.
1. APPLICANT
c. ' Street address or secondary road number
Hwy 12 # 24170 .
a. Landowner:
Name Cathy Satterfield
Address P. O. Box 422 Hwy 12 #24170
City Rodanthe State N- ----
Zip '2968 Day Phone [phone]
Fax
b. Authorized Agent:
Name
Address
city _
Zip
Fax
Day Phone
c. Project name (if any) 514drA- If vv- (340cIA A ICU
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
Dare
a. County
State
d. Is proposed work within city H its or planning
jurisdiction? Yes ?/ No
e. Name of body of wateg nearest project (e.g- river,
creek, sound, bay) Pamlico. Sound;
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation,and/or filling activities.
excavation of existing _channei + basin
to depth of 4' and bulkhead
area around basin, remove old
tyre betty and replace with stabilization
rock groin
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? nrivatelcommerpial
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. T'he purpose is to
restore water depths to 4' and
connect to existing deep water
channel in Pamlico Sound. The
project will also include shoreline
sta ization of existing basin as
well as replacement of existing
jetty structures with rociL oins.
Revised 03/45

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 91,215 sf
b. Size of individual lot(s) . (59,617 sf+ 3.1,598 sf)
c. Approximate eleyagon of tract above MHW or
d. Soil type(s) and texture(s) of tract
, grass and sand
e. Vegetation on tract
f. Man-made 'features now on tract 'block commercial
building + storage shed, ramp, dock,
?? + basin .
g. What -is the CAMA Land Use Plan land
classM 'on of the site? (Caudr the !opal land =e plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is.the tract zoned by local government?
not zoned..
i. Is the proposed project rpnsistent with the applicable
zoning? Yes F .i /a No
(,lrmdr zoning co"FUM e.oernfi=w, IappLf-ble)
j. Hasa professional archaeological ass ent been
done for the tract? Yes No
If yes, by whom?
k. Is- the project _located_.in a National Registered
Historic :District or -does it involve a National
Register listed or Oigiible property?
Yes No
1. Are there wetlands o e site? V Yes No
Coastal (marsh) Other -
If yes; has 'a delineation been conducted? . U65
(=Ch d0="W 1adors, if ava lcblc)
m. Describe existing wastewater treatment facilities.
septic next to store.
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.), N.C. State _
ylstalled + miintaines drainane nine
from Hwy 12 to Pamlico Sound-
` Barking lot + building runoff
o. Iescribe existing drinking water supply source.
coun?wat@t
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 accarate, dated work plat ('including plan view
and emss-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 will be accepted. Blue4ine
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
Revised 03195

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
• 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 certifiied '-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 `Mike Keller
Address Manteo N.C. 27954
Phone 2 25 -4, 73_5007
Name _Mike Bigneb
Address ?Rodanthe,N.C.27968
Phone [phone]
Name
Address
Phone
I understand that any permit issued in response to this
application will allow only the development described in
the application. 71e 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.
Ibis is the ? .'day of 2001
• A list of previous state or federal perndts issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
permit # 113 Richard Midgett. lZ- 13'Si
.:permit # 122-84 Richard Midgett6-28-84
permit # 94-034 Cathy Ballanee 4-11-94
permit # 12987 A Cathy Ballance 11-18-94:
• A check for $M made payable to the Department of
Environment; Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A , signed AEC, hazard r6tice, 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 compli-_,ce with the North Carolina
Environmental Policy Act.
Print Name PoAij
-PR
Signatur
Lmsdm~r or rues AgeW
Please indicate attachments pertaining to your proposed
project.
V DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Rerised 03195
Jt A
Form DCM-MP-2
EXCAVATION.-
FILL n
AND
(Except bridges and culverts) Nov 2 9
-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
Length Width Depth Depth
Access
channel
(MLV) or
Canal b
Boat
basin F
Boat
ramp
0
.n
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
300' 80' 2' 4'

140' 150' 2' 4'

150' 61

1. EXCAVATION.
a. Amount of material to be excavated from below
MHW oiMin cubic yards ___&_j 5 cy ?
b. Type of material to be excavated .: sand
e. 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 495
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
on site
Ld:7&) .0
b. Dimensions of disposal area appoximately sf
(inside berm diminsions)
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 V No
If yes, where? will be removed by Cape Dredging
after project is finished'and reconstructed when future
authorized maintence excavation is undertaken.
Rev'ued 03195
Form DCM-MP-2
e. Does the disposal area include any.coastal wetlands
(marsh), SAVs or other wetlands?
Yes _ V No
f. Does the disposal include any area in the water?
Yes, ? No
3. SHORELINE STABILIZATION.
a. Type of shoreline stabilization
Bulkhead/ ' Riprap
b. Length 560'
c. Average distance waterward of MHW or?
1'-2'
d. Maximum distance waterward of MHW or NWL
same as 3C
e. Shoreline erosion during preceding 12 months
(Source of information) owner
f. Type of bulkhead or riprap material stabalization
rock (560' around basin)
g. Amount of fill in cubic yards to be placed below
water level 8cy
(1) Riprap
(2) Bulkhead backfill n/a
h. Type of fill material --rock
i. Source of fill material. upland source
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
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 n/a
(3) Purpose of fill - n/a
b. Will fill material be placed in coastal
(marsh), SAVs or other wetlands?
Yes No
If yes;
(1) Dimensions of fill area
(2) Purpose of fill
shoreline stablization
5. GENERAL'
a. How will excavated or fill material be kept on site
and erosion controlled? berm- spoil
retention structure as
shown on plat
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
hydraulic dredge
c. Will wetlands be cr3ssed in trans orting equipment
to project site? Yes V No
If yes, explain steps that will be taken to lessen
environmental impacts.
Cathy Satterfield/ Shoreline Beach Mart
Ap licant or Project Name
Signature
/o4LA /
Date
wetlands
Ue.1-A n1loc
#1

Cathy Satterfidd
DBA/ Shoreline Beach Mart
Rodanthe, N.C./ Dare County
10/02/01 •
w
Scale 1"= 50'
E
?G coastal wetland vegatation
392 ` 9o' L 10' D reeds USACE Jurisdictional Wetland=
_ - NWL
bank escarpment
?e
property lines
Rip-rap rock Alignment
(proposed) .
a?
Proposed Maintenance ti
Dredging Area
r'.
P?OSS,S2, <Y
L7C
berm crest "
i o 1?s4% ?
inside toe of berm 1
r?
ohZ • ?
332.36' 0
i ?0 b
r- ? S/7°53'44 "r
713.63' •/cs°ass?
95A,- ucc COQ%tW 'r - Sy L
iv: 20?19a79 A rrtRS
.v:2-,SM620A&TER5 •' _ 96•
£: 92962160 A& MRS
VICINITY MAP
f:?29699.?TA?£7E!!S l •• it DEANAVC

-3
0
M
athy Sat terfi e1d a
?BA/ Shoreline BeachMart existing bulkhead to be
',odanthe, N.C./ Dare County upgraded with rakriP-P
0/02/01 w y..
existing concrete
N.T.S. s H
?Wfr 7? ?,
%
E L
IV coastal wetland vegatation
T2 I' SPa 90' L 10• D reeds USACE Jurisdictional Wetlands 0 .
NWL I 7S AEC
- bank escarpmra+t / r
r property lines bank esc ent r
fl(// arPm •t
?' y f 5? i ,s
t g ?,
1pti
t>ery
/ cam 20r
~ f'
berth crest b
inside we of berm 3
iT
sp0.
,{ JJ_-z?6---; yyb ee
r/l.6J' .p.eaar? '
A, ---- •?/ c rc mwa? ?--?
,re.c.or vaix• rraaswssrerav
w: rzzscxKlsrt ...,.?,.,?„rmrs
as4 Fr.
K /
1 •?
G10IbW? /'
j Figure
? -s• aeQ?b # 2
120' eX`?o6
._.
SOUND
JXJCWC:lrPe'S
r ao .. L \1 •
1
existing derelict fish house r_
I.,
(to remain)
rr' 75'AEC
r N263D,V
f ?E'j
i -Y .26106-
a
a8 s y?l
%
` -r i ` ?0,400? 59, 6/7 50. FT
V. i0c
BASIN 75' AEC -?/
. 7
?., err Coastal Wetlands f f
` 10/09'01
.. DCM
I., sung pilings andripaP bpnk escarpment
rack around' I
drai npipc L=...--•1
N
mcta•.?viaucernr+r
ra TlP
a or.mxrxru of
Shoreline
• ?'•---ear ? _
Z-/
Ax~
rs err
Il J6F •- ? mBrors+z /?<9T S/? 167----+--
Si6°?/71'f
90.04.
N. C. 12 60' R/W /DEEDS) _

Figure # 3
Cathy Satterfield/ Shoreline Beach Mart
Rodanthe, N.C./ Dare County
10/02/01
''I and Basin
N.T.S.
Cross Section of Sha V
r{oQ ? aced
to
F-2'
G.
r 1 ... \
3OKl
rock
Note: Shoreline to be stabilized earth NWL
contains approximately 150 s£ of
coastal wetlands along the 50t..
linear foot of stabilization aligdment area of volume.1
-2 BxHT Ilt
A 90
2 X 90 = 4,050 sf
B 90
2 X 40 = 1,800 sf
Cl 100
2 X 20.= 1,000 sf
C1.100
2 X 20 = 17000 sf
2 X 15 412.5 sf
D2 55
2X15=412.5sf
8,675 sf
X 10 berm ht. available s1
86,750 - 27 = 3,213 cy
proposed rock groin
6' wide and 4' high
granite stabilization rock
to be melon size and not
to exceed 1' above NWL

Proposed Maintenance Dredging Area .,`
Cathy Satterfield ?-
DBA1 Shoreline Beach Mart
Rodanthe, N.C./ Dare County existing -Jetties 'to be
upgraded with rock
2101 gr°mS
1010 ti
w \
Scale 1 "- 50' existing concrete
s ? v•
4WL
.YL ?G coastal wetland vegatation
n
s$ ` 90' L 10' D reeds USACE Jurisdictional Wetlands M
..? y.. NWL h
7S AEC ti
bank escarpment ?
property lines J
= Rip-rap rock Alignment bank escarpment
Y5
Hd ltl.t
(proposed)
'(
01 l/ ?? • e
Proposed Maintenance p ?o
Dredging Area
?? o by r 50 .. any V
I
rock around'

est s, -So. FT ov ?,
berm cr
/ r Lot size
inside toe of berm
P?
\
`
N46. ?
\
00• I I ,? v'
-. 0
332.36' 6b b0
"
'
? o CArc"Basa' ( {
94
r
517039
• nos
_ trJ_
3.63
--
---
?
r - S/9°4J59'E
- S/BG
•-
utC CP7AC7
r

HC C_Wmav -=4AN'
".10-9.9a .
v
M914610 Ak7FA5 " '
C 12 60'
N
R/W
?DEEDW
.
;
F: 9196?.t6J.?CNS .
C: 919699.171dT£AS ? ._
4' /• '? ,

Figure # 1 ;
-3' aeQtb t +

VICINITY MAP
3'X3' Cava &OOVS

C4?,
se
h
ou
existing derelict tish
0498-

remain)
(to
75' AEC vS
a26 5630"! I
LINE)
(rlE
269.06' ti

617,50 FT.
± 59
;
,
?Q
V
o
CIO ?° d°ckf0` ?p
? viol
fl?tin
,etisk?s C
m ?? e
O
as
v` I
75'AECI?
Delineation of )
Coastal Wetlands
10/09'01
DCM
pap bank escarpment I t1NO`osss
z
' Isar. ?

Shed ??
fuseCKASPHAIr"Pt- fr
TLO'
?rtwretocr
*W 6WC04C SUB
oreline 0
O+
11
?<--ear ?• / `
AS1 ,??ySa I?
Q R
-wr
AS HA
\ 0• ?
zr
ti , ?

( fX SPNE
_ TS.00'
Sl6e2l'ZZ'f ?---__ ' S/?°061?•?r'?i?
90.04'
46'
DEAN AVE

-3
0
M
athy Satteffield
?BA/ Shoreline Beach Mart existing bulkheadtebe
',odanthe, N.C./ Dare County upgraded with rock riprap
0/02/01 n-
M/ existing concrete `
N.T.S. s M
IWL \ ?./\
Ev ` ?
coastal wetland vegatat100 nh f
? 90' L !0' D reeds USACE jurisdictional wetlands F
.._?..?NWL
7SAEC h •'?„?
bank escarpment Property lines bank escarpment i
u? / o g83
ij +s
? act ,? •
1 T
/
20' camty .
9o' 1
I i 4-
Figure
/ -3- 6,e # 2
.?F 120' eX`,?s
SOUND
• -r
s'xrm?c aacrs -
8a• ?
acisting derelict fish house
2498' -??
(toremain)
75, A cc
1 N26'1!'30*IY
/ E/
S- `- 26806 1
S
. - - ?n3 sgs o r
z i ??? ± 59, 6/T 50. FT
J;
,,? ? ?+g+°lo a?Sa ?e
p ,n8 ski e e T .
e
Ui?r ,, W ! \, "?'8Qd6'gs 2
1r5,?0
s!'N r 75'AEC
\ jr Coastal Wetlands T
10/09'01 I
iStaZ 1CLet?sQt ^' DCM {. ..
r 71
'existing pilings and ripap bank escarpment
roeic around
drainpipe r.--T----1
Shed
N
m 6Wr 7.tvYpfJ pevClOr
rzv
oC.mrratacr ?f
/tKG-60/GO.C RM \
bcrmerest b
>. °
f b - -
/
?` Shoreline

t +1 O

?_
sari / `` ` •},;•
erm
msideweo
iir '? ?`. ? it - •? m?a?na ^ i.»ucr\ /
'
'?l •
?

- JJ-1.J6???? ? 9b bE
517.51 4

o

uraµs.+ /'
?1 ?

•
?-',?-
`

pJ.6J' .Aw_voarJ ??.
__
?
•? -- S/.9?>J JB'£ -- Sl6roT542 H<9Z S14
S/6°7i72'F ??
?
.
? Cue m+.or -_--- - 90.OI'
N. C rrz r[n
12 60' R/W (DEEDSI 1 _
w: T. rrecsv Krzxs ? -,?,..,,
Cathy Satterfield) Shoreline Beach Mart
Rodanthe, N.C./ Dare County
10/02/01
N.T.S.
W
5
N
C
Cross Section of Shoreline Stabilization
t a??a
NWL
rock
bottom
Note. Shoreline to be stabilized earth
contains approximately 150 s£ of
coastal wetlands along the560.MY
linear foot of stabilization alignment area of volume below NWL
=1
2 BxHT
A 90
2 X 90 = 4,050 sf
B 90
2 X 40 = 1,800 sf Cf
l
C1100
2 X 20.= 1,000 sf
C1100
2 X 20 = 1,000 sf -?
D1 ??
2X15=412.5sf
D2 55
2X15=412.5sf
8,675 sf
. X 10 berm ht. available storage
86,750 - 27 = 3,213 cy
Inside of Berm Dimensions
560' (length) '
2.1.5 (width)
840 sf
420 cf 2
210 cf=27
7.78 cy(8cy)
inside toe of berm

width of
existing channel
Figure # 3
Cross Section of Channel and Basin
N.T.S. ae?
so
QcoQ????
to
existing NWL
proposed 2'
excavation to
bring NWL to 4'
__ *Qn,
proposed rock groin
6' wide and 4' high
granite stabilization rock
to be melon size and not
to exceed 1' above NWL
V
Figure 4 4
;athy Satterfield/ DBA Shoreline Beach Mart
Zodanthe, N.C./ Dare County
0-02-01
Dredge Spoil Calculations,
Assume the generation of 4,345 cy of dredged material based upon the following:
Channel- 3001 x 80'W x 23(depth)= 60,000 cf ' 27 cf/cy = 2,222 cy
Basin- 1401 x 150'W x 2' (depth) = 42,000 cf 27 cf/cy 1,556 a
102.000 cf 3,778 cy
+ 15% for f567 cy
error 4,345 cy
Design of Spoil Retention Structure
Scale 1" = 20'
i
70' average
101' 3,200 cy. ?••- 10
of available storage
20' 20-
Scale V= 50'
Cross Section,
top of contain.mMt
bottom of coatainmect
Spoil Berm Containment
cn z
T` 1
r
3 0
r• o n
o =? p
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IN REPLY REFER TO
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
February 1, 2002
Action ID No. 200210259 1
0a
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Dorney:
' i _.. 7
-;
Please reference the application of the Shoreline Beach Mart for Department of the Army
(DA) authorization and a State Water Quality Certification to maintenance dredge an existing
basin and access channel, replace existing jetties with rock groins, and place riprap material
along the shoreline, on property located off NC Highway 12, adjacent to the Pamlico Sound, in
Rodanthe, Dare County, North Carolina. Your receipt of this letter verifies your acceptance of a
valid request for certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be
granted until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by April 1, 2002, the District Engineer will deem
that waiver has occurred.
r
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
PA49UA
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
IN REPLY REFER TO
Regulatory Division
Action ID No. 200210259
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
January 30, 2002
Shoreline Beach Mart
C/O Ms. Cathy Satterfield
Post Office Box 422
Rodanthe, North Carolina 27968
Dear Ms. Satterfield:
ZQ
10
On July 24, 2000, we renewed General Permit No. 198000291 (copy enclosed), which
provides Federal authorization for construction activities that receive authorization from
the State of North Carolina.
A review of your application received January 15, 2002, for Department of the Army (DA)
authorization to maintenance dredge an existing basin and access channel, replace existing jetties
with rock groins, and place riprap material along the shoreline, on property located off NC
Highway 12, adjacent to the Pamlico Sound, in Rodanthe, Dare County, North Carolina,
indicates it to be a candidate for Federal authorization under this general permit. Accordingly,
the administrative processing of your application will be accomplished by the North Carolina
Division of Coastal Management. Comments from Federal review agencies will be furnished
to the State.
If your application must be withdrawn from this general permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences in
State-Federal positions or policies, the final action taken on your application by the State will
result in your receiving written notice from us that your application is consistent with the general
permit and you may commence your activity. Only after receiving such confirmation should you
begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and Section 404 of
the Clean Water Act, has been assigned Action ID No. 200210259 and will be coordinated

-2-
by Mr. Raleigh Bland in our Washington Regulatory Field Office. Mr. Bland is available at
telephone [phone], extension 23.
Sincerely,
44, UJ6V A
Raleigh Bland, P.W.S.
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Garland B. Pardue
U. S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
-3-
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
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 U.S. 17 South
Elizabeth City, North Carolina 27909
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