20020426 Ver 1_COMPLETE FILE_20020322

Michael F. Easley
BOG Governor
William G. Ross, Jr., Secretary
>_ _f Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
May 17, 2002
DW Q# 02-0426
Dare County
Donald Sisler
207 Amy Court
Sterling, VA, 20164
APPROVAL of 401 Water Quality Certification
Dear Mr. Sisler:
You have our approval, in accordance with the attached conditions, to shade 0.006 acre of Public Trust/Estuarine Waters and to
place fill in 0.019 acre of wetlands and waters in order to construct a bulkhead and dock on the shoreline of a man-made canal to the
Pamlico Sound at Lot 164 in Brigands Bay Subdivision in Dare County, as described in your application received by the Division of Water
Quality on March 22, 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/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 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.
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].
Sincerely,
r go Thorp , Ph.D.
ti
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
020426
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/ncwetiands/
Re: Tardy Notice, MRO. WIRI. WARD, 5/15/02
Subject: Re: Tardy Notice, MRO, WIRI, WARO, 5/15/02
Date: Thu, 16 May 2002 13:03:46 -0400
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
'I'o: "Deborah Sawyer (WaRO)" <[e-mail]>,
"Tom Steffens (WaRO)" <[e-mail]>
CC: Cyndi Karoly <[e-mail]>
Bob Zarzecki wrote:
Deborah & Tom:
Please review and comment.
Ocracoke Solid Waste Collection Site 020521 - This is the Major Variance that we've been working
on. No need to respond. I'm still hoping to get their final draft by the end of the month. (nag, nag, nag).
I've returned the file to the Send to Region cabinet.
Sisler 020426 - Lot 164 Brigand's Bay S/D, Frisco, Brooks Creek (SA); bulkhead / backfill (71 feet long;
0.016 acres wetlands, 0.003 acres public trust/estuarine waters); tie to existing bulkhead on Lot 163
(west), no existing bulkhead on lot 165 (east); ISSUE No Conditionsif we don't hear from WaRO by
tomorrow, Friday morning (5/17)
Weyerhauser Pulp & Paper Division 020435 - Emergency Fire Water Intake. Structure and associated
pipeline (4,015 sf creek bottom and 1,813 sf of clearing (no grading/fill)); Warren Neck Creek (C Sw);
ISSUE No Conditions if we don't hear from WaRO by Monday (5/20)
I gave Sisler & Weyerhauser to Cyndi to write since no buffers. Thanks Cyndi! They're in your box.
- Bob
Cyndi Karoly wrote:
Greetings Mike, Deborah, Tom and Joanne - The good news is there are no
projects for MRO, WIRO, or WARO on the regular tracking notices for this
week. The bad news is there are tardy projects for all three regions,
listed on the attachment. The WaRO projects have been passed along to
Bob Zarzecki. The WiRO project has been passed along to Danny Smith. I
am retaining the MRO project in Todd's absence.
Please advise when you've had a chance to do staff reports on these
projects. We have a working fax machine now, so if any of you need file
info, please let me know. Thanks!
Name: Tardy Projects.doc
Tardy Projects.doc Type: Microsoft Word Document (application/msword)
Encoding: base64
Download Status: Not downloaded with message
1 of 2 5/16/02 3:04 PM
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
March 19, 2002
it ?,?'
MEMORANDUM:
TO: Mr. John R. Dorney MAR 2 xf I)
Environmental Biological Supervisor
Division of Water Quality ?+'frt r,rl?s t t',? ??
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Donald Sisler
Project Location: Lot 164 Blackbeard's Court, Brigands Bay S/D in Frisco, Dare County and
adjacent to the Pamlico Sound
Proposed Project: Construct a bulkhead and dock
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 9, 2002 . If you have any questions regarding the proposed project, please contact
Dennis W. Hawthorn 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 2341
1. Private, non-commercial
development that does not Involve
5250
100°x5 (5250) 0% (50)
the filling or excavation of any
wetlands or open water areas:
MMMMMM=
public or commercial development
Ii
.
that does not involve the filling or
$400
100%(5400) O% (50)
excavation of any wetlands or open
water areas:
III. For development that involves the
and/or excavation of up to 1
fillin
g
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:

III(A). For Private, non-commercial
0% (SO)
development, if 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% (SO)
certification No.3301 (see attached)
can be applied:
Iil(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% (5160)
written DWQ concurrence Ia needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60% (5240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
5475
6005 (5285)
40%(S190)
than one acre of wetlands and/or
open water areas:
J
DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Donald Sisler
2 LOCATION OF PROJECT SITE: Lot 164 Blackbeard's Court, Brigands Bay
Subdivision, Frisco, Dare County, man-made canal to the Pamlico Sound
Photo Index - 2000: 172-2019, kl l/ 12 1995: 172-1763,k56
State Plane Coordinates, X: 3017600;Y: 568200 GPS C022619A
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 26, 2002
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - March 11, 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
(F) Type of Structures: Existing - vacant lot
Planned - 71 ft of bulkhead & 15 ft by 18 ft dock, located along the lot shoreline mid-point
(G) Estimated Annual Rate of Erosion: 1.0 ft.
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
F.XC A V ATED FILLED SHADING
(A) Vegetated Wetlands 142 sf + 568 sf;
.016 A
(B) Public Trust/Estuarine 142 sf, .003 A 270 sf ; .006 A
Waters
(C) Upland / Coastal Shoreline 1,065 sf, .024 A
(D) Total Area Disturbed: 1,917 sf., .044 A (this figure does not include the 270 sf of shading
associated with the proposed dock structure)
(E) Primary Nursery Area: No
(F) Water Classification: SA; Open: no
8. PROJECT SUMMARY: This project involves bulkhead shoreline construction for stabilization and the
placement of a dock along the shoreline of an undeveloped lot in Brigands Bay Subdivision in Dare
County.
Donald Sisler, Dare County
FIELD INVESTIGATION REPORT
Page 2
Project Setting
The application site is located at lot 164, Blackbeard's Court, Brigands Bay Subdivision in Frisco,
Dare County. This site is a vacant 8,400 sf lot, with a total of 71 if of shoreline along a man-made
canal. This canal is one of several finger canals that connect to the waterway known as Brooks
Creek that flows directly into the Pamlico Sound.
This lot appears to have a level grade landward of the immediate shoreline, and there appears to
be little difference in elevation of the land surface of the entire lot. There is some evidence of the
immediate shoreline vegetation being undercut and sloughing off along the canal. The application
reports that this property has experienced one ft of erosion within the last year. The soils on this
lot are sandy with more organic-hydric type soils located within 6 to 8 ft of the shoreline. Organic
soils are present in the first several inches of the entire lot surface.
A preliminary review of archaeological site data for this portion of Hatteras Island indicates that
there are several cultural resources in the immediate vicinity of the Brigands Bay Subdivision, but
none are identified on this portion of the existing canal system in Brigands Bay Subdivision.
This lot is vegetated in predominately woody stem shrubs and trees including, Myrica cerifera,
Persea borbonia, Juniper virginiana, Pinus taeda and Ilex vomitoria, as well as numerous vines
and grasses including Smilax spp., Spartina patens and Juncus roemerianus. The lot elevation is
approximately one to two feet above the water surface at NWL. The area directly adjacent to the
shoreline is vegetated in a heavy Juncus roemerianus fringe approximately 6 to 8 ft in width that
gradually changes to a ground cover of Spartina patens and a woody-stem vegetation canopy that
extends almost throughout the entire lot. Myrica cerifera appear about 4 ft landward of the NWL,
Juniper virginiana are present about 12 ft landward of the NWL and Ilex vomitoria are present
approximately 21 ft from the shoreline. Judging from the amount of rack-line material present
near the shoreline at the time of the application site visit, it is probable that 1 to 2 feet of the
referenced Juncus fringe receives at least occasional inundation from the adjacent waters. Due to
little elevation change on the lot, from the immediate shoreline, there is also a probability that a
freshwater wetland fringe extends beyond the coastal wetland fringe an additional 6 to 8 feet
landward of the shoreline.
The canal width is approximately 120 ft. Water depths at this site, at a distance of 3 ft off-shore,
are less than one ft at NWL. This canal is approximately 1,500 feet in length and is one of three
finger canals that connect to the Brooks Creek canal. The canal bottom consists of predominately
sand with little or no organic material. No significant areas of submerged aquatic vegetation or
areas of coastal wetland emergents (i.e. Spartina alterniflora) were observed during the site visit.
Some small vertebrates were observed along the shoreline in the shallow water areas near the
NWL. The waters of this canal carry the same water classifications as the Pamlico Sound, and are
not open to commercial shellfish harvest in this vicinity. The North Carolina Marine Fisheries and
Wildlife Resources Commissions classify the waters of the Pamlico Sound as Coastal Waters. The
Coastal Resources Commission (CRC) has designated these waters as Areas of Environmental
Concern and these include Public Trust Area and Estuarine Waters. The CRC has also designated
this shoreline vicinity as a Coastal Shoreline which includes a 30 ft wide Coastal Shoreline Buffer.
Donald Sisler, Dare County
FIELD INVESTIGATION REPORT
Page 3
A wooden bulkhead currently exists along the shoreline of the lot to the immediate west. A raised
wood boat ramp and typical bulkhead are present along the neighboring shoreline to the east. The
bulkhead on the lot to the east starts about 15 ft east of the property line. As have most of the lots
located in this subdivision, both properties adjacent to this site have been developed with
residential structures and bulkheads. Small docks are located on both adjacent lots. The water
depth at the waterward end of these dock structures is approximately 2 ft at NWL.
Project Description
The applicant proposes to stabilize the entire shoreline of lot 164 with a wooden bulkhead and tie
this structure into the existing bulkhead on lot 163. Bulkhead construction will also include a 12 ft
long return wall at the property line with lot 165. The applicant proposes to align this new
bulkhead with the existing bulkhead structure on the adjacent lot 163, and extend this alignment an
average and maximum distance of 2 ft waterward of the NWL. The proposed bulkhead will be
constructed of treated wood and the tieback area will be backfilled with sand from an off-site
source. This bulkhead alignment will result in the placement of approximately 2.5 cy of fill
material below the NWL. The overall land disturbance associated with the proposed shoreline
stabilization, including upland area tieback and backfill work, will be approximately 1,065 sf. The
applicant also proposes to construct an 18 ft (wide) by 15 ft dock waterward of the new bulkhead
alignment for private use. This structure will provide one slip and this application indicates that
this construction will not include any mooring piles waterward of the proposed dock. The
proposed dock will be located about 25 ft from both adjacent properties along the shoreline and in
the center of the lot.
Anticipated Impacts
The proposed bulkhead alignment will result in the filling of approximately 142 sf of Public Trust
Area, as well as the filling and associated loss of some 142 sf of Juncus coastal wetland fringe. In
addition, it is estimated that this proposal will result in the filling of approximately 600 sf of
adjacent U. S. Army Corps of Engineers (USACE) jurisdictional wetlands (and certainly less than
0.10 of an acre). The bulkhead structure and associated backfill and grading activity associated
with the bulkhead installation will result in approximately 1,065 sf of land disturbance within the
Coastal Shoreline buffer. The proposed shoreline stabilization and filling activity will result in an
increase in turbidity levels, at least temporarily, along this portion of this waterway. The
placement of a bulkhead structure will probably result in alteration of the shallow water habitat
bottom adjacent to the existing shoreline. The proposed structure will reduce the
subsidence/slough-off erosion that has occurred along this shoreline and in turn, may reduce long-
term turbidity associated with un-stabilized shorelines.
Donald Sisler, Dare County
FIELD INVESTIGATION REPORT
Page 4
The proposed dock structure will extend less than one fourth of the total distance of the width of
the existing canal and will not exceed the shading area allowable concerning platforms over Public
Trust Area (i.e. 4 sf per one linear ft of shoreline). The proposed dock will not extend into the
channel portion of the canal or interfere with any riparian access or navigation concerns associated
with the use of this waterway. No other waterward or upland development is associated with this
application at this time.
Submitted by: Dennis W. Hawthorn
Date: March 18, 2002
APPLICATION
1. APPLICANT
a. Landowner.
(To be completed by all Applicants)
Name Donald Sisler
Address 207 Amy Cou
City Sterling State A
Zip 20164 Day Phone [phone]
Fax
RECEIVED
JAN 3 0 MZ
COASTAL MANAGEMENT
ELIZABETH CITY
b. City, town, community or landmark
c. Street address or secondary road number
Blackbeards Ct.
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) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Ga Price
Address P.o. Box 591
City Avon. State NC
Zip 2791 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Note: PermR wlll be issued In name of landowner(s), and/or
projed name
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier,
and excavation and/or filling activities.
Construct bulkhead and Dock
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use Private
d. Give a brief description of purpose, use, methods
construction and dally operations of proposed
project If more space is needed, please attach
additional pages. Erosion control and storm and
flood protection; Residential; Mechanical and_
Manual labor. Mooring and Passive Recreation
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 8.400.04 sq ft
b. Size of individual lot(s) n/a
c. Approximate elevation of tract above MHW or
NWL 4.0'
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff,
sanitary wastewater, Industrial/commercial affluent
"wash down" and residential discharges.)
Surface Runoff
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract Indigenous Upland &
Coastal wetland
o. Describe existing drinking water supply source.
county Water Supply
f. Man-made features now on tract none
g. What Is the CAMA Land Use Plan land classification
of the site? (Consu/t the local /and use plan)
X Conservation Transitional
Developed Community
Rural Other
h. How is tract zoned by local government?
Residential
I. Is the proposed project consistent with the applicable
zoning? X Yes No
(attachroningcompllance certlflcate, lfappllcable)
j. Has a professional archaeological assessment been
done for the tract? 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 N/A
if yes, has a delineation been conducted? _yes
Galy Price
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 underwhich 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 to carry out the project.
An accurate, dated work plat (including plan view and
cross-sectional drawings) drawn to scale in black ink
on 8 1/2" by 11" white paper. (Referto Coastal Resources
Rule 71.0203 for a detailed description.)
Please note that original drawings are preferred and only
high quality copies will be accepted. Blue line prints or
other larger plats are acceptable only if an adequate number
of quality copies are provided by the applicant. (Contact
the U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliarwith the area to the site. Include
highway or secondary road numbers, landmarks, & the like.
A Stormwater Certification, if 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 John J. Lettieri
Address P.0 Box 393
Frisco. NC. 27915
Name Robert St. John Doar
Address 907 Branchwood Dr.
Kernsville NC 27284
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.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
Environmental Policy Act (N.C.G.S. 113A -1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environment Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit Issued in response to this application will
allow only the development described in the application. The project will
be subject to conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed activity complies
with state of North Carolina's approved Coastal Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant permisslon 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 day of 2000. Z.
Print Name
Signature
Laadaa ForAuthodzedAgent
Please indicate attachments pertaining to your proposed project.
DCM MP-2 Excavation and fill Information
DCM MP-3 Upland Development
VDCM 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
PROVIOEDOTHEBOTTOM OFEACHFORM
A statement of compliance with the N.C.
EXCAVATION
AND FILL N/A
(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 Permit Application 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
1. EXCAVATION IV14
a. Amount of material to be excavated below
MHW or MLW in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetatic
d. Highground excavation in cubic yards.
Access
channel
(MLW) or (NWL)
Canal
2. DISPOSAL OF EXCAVATED
MATERIAL IVIA
Boat
basin
a. Location of disposal area
Boat
ramp b. Dimensions of disposal area.
Rock
breakwater
c. Do you claim title to disposal area?
Yes No
Other
(Excluding d. Will a disposal area be available for future
shoreline
stabilization) Maintenance? Yes No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAV's or other wetlands?
Yes No
f. Does the disposal include any area in water?
Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 71`
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
2`
e. Shoreline erosion during preceding 12 months
1' (observation)
(source of information)
f. Type of bulkhead or riprap material Wood
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap n/a
(2) Bulkhead backfill 2.5
h. Type of fill material Sand
I. Source of fill material Upland Off Site
4. OTHER FILL ACTIVITIES N/A
b. Will rill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated material be kept on site
and erosion controlled? N/A
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe
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
Donald Sisler
Applicant or Project Name
Signature
C")/z"5 Le .2
Date
a. Will fill material be brought to site?
Yes No
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA e. Mooring buoys n/a
Major Permit, Form DCM-MP-1. Be sure to complete (1) Commercial Community Private
all other sections of the Joint Application which relate (2) Number
to this proposed project. (3) Description of buoy
(color, inscription, size, anchor, etc)
a. Dock(s) and/or Pier(s)
(1) Commercial Community x Private
(2) Number 1
(3) Length 15'
(4) Width 18
(5) Finger Piers Yes x No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes x No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 1
(8) Proximity of structure to adjacent riparian
property lines 25'
(9) Width of water body 100'
(10) Water depth at waterward end of pier at
MLW or NWL -2.5'
b. Boathouse (including covered lifts) n/a
(1) Commercial Private
(2) Length
(3) Width
(4) Width of water body
(5) Distance buoy)s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial Community Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Applicant Donald Sisler
Signature ,/?-- ,
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
Date-e'/•3/` ?--
T-T
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LOCATION SKETCH, NOT TO SCALE /
/ LOT 132
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\ LC=19.13'
LOT 164 \' \ op LCB=N 66°14'00" W /
y 8,400.04 sq ft
^ /
AREA IN
ESTUARINE SHORELINE
/
5288.02 sq RI
\ LOT 165
?fo.B (DAOR) LOT 166
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REV. 02/05/02
REV. 12/19/01
30 20 10 0 30
RFiUV?N?C(/1,
LEGEND
MFNT Ny< EXISTING CONCRETE MONUMEt
\ EXISTING IRON STAKE
UTILITY POLE
1Q,8 220 ?• i ' / FIRE HYDRANT
(C, X .00' • SET IRON STAKE
(CB ?Z ?Sr 3 * 2' COASTAL WETLAND FRINGE
S66°14o0NF s `' DEPTH OF WATER
WATERFRONT CONSTRUCTION PLAN FOR:
DONALD SISLER
PLAN DRAWN BY GARY PRICE

Township
HATTERAS
Date File Number
10/01/01 2485-CP
Scale FB/Pg
V = 30' 077/06
Recorded Reference
MB 3, PAGE 2
LOT 164
BRIGANDS' BAY
FRISCO, NC
County State
DARE NORTH CA
F.I.R.M. Zone Pin Number
AE 05 0516 07
Base Flood Elevation Zoning
7.00' S-1
Community/Panel/Suffix Average Grour
1
375348 0815E 4.0'
N
84
on