20010065 Ver 1_COMPLETE FILE_20010118

OF W A T`cR Michael F. Easley
\(''
QG Governor
O) William G. Ross, Jr., Secretary
j Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 18, 2001
DWQ# 01-0065
Dare County
S. Thomas Hart
1900 St. Bridges Road West
Chesapeake, VA, 13322
and
John Richard Parker
126 Gareth Circle
Manteo, NC, 27954
APPROVAL of 401 Water Quality Certification
Dear Mr. Hart and Mr. Parker:
You have our approval, in accordance with the attached conditions, to excavate, shade and/or place fill in 0.074 acre of
vegetated wetlands and Public Trust/estauarine waters in order to construct a bulkhead for shoreline stabilization, a boat ramp and a
boathouse and to conduct maintenance dredging along the shoreline of a man-made canal adjacent to Pamlico Sound in Dare County, as
described in your application received by the Division of Water Quality on January 18, 2001. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3274. This Certification allows you to use your CAMA
Permit when it is issued by the NC Division of Coastal Management. In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying CAMA Permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must
be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-9646.
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWO Regional Office
Central Files
File Copy
Doug Huggett
Gary Price, P.O. Box 591, Avon, NC, 27915
Sincerely,
Stevens
i
010065
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/
North Carolina a 1 O O 6 5
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Donna D. Moffitt, Director
January 16, 2001
A74n
NCDENR
TO: John R. Dorney, Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: S. Thomas Hart & John R. Parker
Project Location: Lots 11 & 12 Palmetto Drive in Frisco, Dare County
Proposed Project: Construct a bulkhead, boat ramp, boathouse and maintenance
dredge a man-made canal
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by February 6, 2001. 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 office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons described in the
attached comments.
SIGNED DATE
Elizabeth City District, 1367 U.S. Hwy. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr. state. nc. us/
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMERPAPER
DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: S. Thomas Hart & John R. Parker
2 LOCATION OF PROJECT SITE: Lots 11 & 12 Palmetto Drive, Frisco, Dare r
County, man-made canal to the Pamlico Sound Photo Index - 1995: 172-1762, R5
1989: 5-199-5, P8 State Plane Coordinates, X: 3014400 Y: 564200
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Oct. 5, & Dec. 7, 2000
Was Applicant Present - Yes, yes
5. PROCESSING PROCEDURE: Application Received Complete - November 29, 2000
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, Coastal Shoreline,
Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Lot 11, septic tank; Lot 12, vacant lot
Planned - Lot 12, septic tank
(F) Type of Structures: Existing - single family residence, small dock & 70 ft of
bulkhead;
Planned - 83 ft of bulkhead, 26.5 ft by 15 ft boat house, 20 ft by 12 ft boat
ramp, a 62 ft by 5 ft boardwalk and a 15 ft by 5 ft dock adjacent to the boathouse
(G) Estimated Annual Rate of Erosion: 2.0 ft.
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: (J
[AREA]
UYr A v A 71M 'PTT T PT-) SHADF.I)
(A) Vegetated Wetlands ---- 388 sf (.009 A)
(B) Public Trust/Estuarine 1,900 sf (0.043 A) 388 sf (.009 A) * 473 sf (0.01 A)
Waters 144
r(c) pland 96 sf (.002 A) *** 1,649 sf (0.037 A)
(D) Total Area Disturbed: 3,937 st. (u.uy A) of excavationiriii impacts, anu '+/_1 si
(0.01 A) of shading impacts.
* These areas overlap somewhat and this figure is only included once in the "Total
Area Disturbed" figure.
* * This area is within the 1900 sf footprint of the proposed dredging area and therefore
this figure is not included in the "Total Area Disturbed" figure.
*** This area is within the 1649 sf footprint of the proposed backfill/tieback area and
therefore this figure is not included in the "Total Area Disturbed" figure.
(E) Primary Nursery Area: No
(F) Water Classification: SA; closed to shellfish harvest
8. PROJECT SUMMARY: This project involves the construction of a bulkhead for shoreline
stabilization, a boat ramp, and a boathouse, as well as maintenance dredging along the
shoreline of a man-made canal to the Pamlico Sound.
S. Thomas Hart & John R. Parker, Dare County
FIELD INVESTIGATION REPORT
Page 2
Project Setting
The application site is located at lots 11 and 12, Palmetto Drive, Palmetto Shores in Frisco, Dare
County. The site consists of 2 adjacent lots, approximately 8,000 sf each, along a man-made canal
that connects to the Pamlico Sound. The site has an elevation of approximately 3 feet above the
NWL and has sandy soils. Lot 11 is a developed lot including a single family residence and a 30 ft
by 6 ft landward boardwalk connected to the house by a 6 ft wide wood walkway. Lot 11 is
owned by J. Richard Parker and is vegetated in indigenous grasses. The shoreline of lot 11 is
stabilized with a wooden bulkhead that terminates approximately 5 ft from the property line
between lots 11 and 12.
Lot 12 is an undeveloped lot owned by co-applicant "S. Thomas Hart". It is vegetated in
indigenous grasses and shrubs including salt meadow hay (Spartina patens) and prickly pear. The
shoreline of the next lot (Lotl3) adjacent to lot 12 is stabilized with a wood bulkhead that
terminates short of the "Hart" property. The shoreline of lot 12 is not stabilized and has a 2 to 4 ft
wide coastal wetland fringe, and consists of predominately black needle rush (Juncus
roemerianus), salt meadow hay (Spartina patens) and salt water cordgrass (Spartina alterniflora).
Approximately one to two feet of this wetland fringe is waterward of the NWL. Approximately
25 ft of the coastal wetland fringe is vegetated in Spartina alterniflora. Bank erosion and an
undercut escarpment are present along portions of the shoreline of lot 12 and a spoil bank is
visible 2 to 3 feet waterward of the NWL. The application reports that 2 ft of erosion have
occurred within the last year on lot 12.
With the exception of the spoil bank areas adjacent to the NWL off-shore of lot 12 where water
depths are less than one foot, the existing canal water depths range between - 2.5 feet near the
shoreline to - 4 feet 20 feet off-shore. The -4 foot water depth contour off-shore of lots 11 and 13
is approximately 5 feet waterward of the existing bulkhead. The canal width is approximately 80
feet and is approximately 1,200 feet in length with a basin located at the landward end of the
canal. The basin is used by a commercial marina and boat maintenance facility. The canal bottom
consists of predominately sand with little or no organic material. No significant areas of
submerged aquatic vegetation were observed during the application site visit. Juvenile fin-fish
were observed off-shore of lot 12 during a site visit concerning this application. 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 Estuarine Waters. The Coastal
Resources Commission has designated these waters as Public Trust Area and Estuarine Waters.
Project Description
This project proposes to stabilize the entire shoreline of lot 12 and tie this bulkhead into the
existing bulkhead on lot 11. Since a small portion of this proposed bulkhead would be located on
lot 11, the application has been submitted in both property owners' names as co-applicants. The
application also proposes to construct a boat ramp, dock and boathouse on lot 12, as well as
undertake maintenance dredging along the shoreline of lot 12.
The proposed maintenance dredging would excavate to a depth of - 4 feet, NWL, the area directly
waterward of lot 12 and connect to the existing - 4 foot water depth some 20 feet off-shore,
S. Thomas Hart & John R. Parker, Dare County
FIELD INVESTIGATION REPORT
Page 3
creating a slip area approximately 95 feet by 20 feet. The spoil would be excavated by mechanical
means and placed 30 feet from the existing shoreline in a spoil retention area located on lot 12.
The bulkhead shoreline stabilization structure would connect to the existing bulkhead on lot 11,
terminate at the proposed boat ramp near the property line between lot 12 and lot 13. The new
bulkhead would stabilize 83 feet of shoreline, and extend an average distance of 4 feet waterward
of the NWL, and a maximum distance of 5 feet beyond the NWL. The proposed bulkhead would
be constructed of treated wood. The tieback area would be backfilled with sand from off-site, as
well as with de-watered dredge spoil. A 62 foot long by 5 foot wide boardwalk would be
constructed directly landward of the bulkhead and would connect to a 5 foot wide by 15 foot long
courtesy pier that would be situated adjacent and perpendicular to the bulkhead. This waterward
pier would extend along the southern side of the proposed boathouse and would allow pedestrian
access to both the south and the east sides of the boathouse.
The proposed boathouse would be parallel to the shoreline and be sheathed from the roofline
down, three feet above the NWL. Since the dock would also extend 3 feet above the NWL, this
would result in the essentially the entire boathouse being enclosed. This structure would be 26.5
feet in length and extend 15 feet beyond the new bulkhead and include a boatlift and pitched roof.
The boat ramp would be situated near the lot 12-13 property line, be 12 feet wide and 20 feet
long. The ramp would extend 12 feet into the canal beyond the NWL, be constructed of pre-cast
concrete and set into place in sections. The remaining ramp length would include the driveway
portion of the ramp.
The overall land disturbance, including bulkhead tieback area and backfill would be approximately
97 feet by 17 feet. This proposal does not specifically include any single-family structure
construction for lot 12, although this construction was previously authorized by CAMA Minor
Permit 2000-112, issued on July 26, 2000 by Dare County and this construction will be part of the
overall accumulative impacts related to on-site development.
Anticipated Impacts
The proposed canal maintenance excavation would result in creating a useable slip and access area
for the proposed boathouse and ramp facility for lot 12. This excavation would result in the
disturbance of 1,900 sf of Public Trust Area and the removal of approximately 106 cy of dredge
spoil material from the canal. The spoil would be placed within an adjacent upland 3,150 sf
retention area, outside of the Coastal Shoreline buffer area but within the Estuarine Shoreline
AEC.
The proposed bulkhead alignment would result in the filling of approximately 388 sf of Public
Trust Area, as well as the filling and associated loss of approximately 388 sf of coastal wetland
fringe habitat within and adjacent to these Public Trust Area waters. The proposed boat ramp
would extend 12 feet into the canal and result in excavation and fill of 144 sf of Public Trust
Area. The ramp would also be associated with a portion of the above referenced wetland losses.
The driveway to the ramp would create 96 sf of impervious area within the Coastal Shoreline
buffer area. The excavation and filling activity associated with the bulkhead and ramp would
S. Thomas Hart & John R. Parker, Dare County
FIELD INVESTIGATION REPORT
Page 4
remove any associated wetland area of habitat along this waterway. The backfill and grading
would result in approximately 1,649 sf of land disturbance within the Coastal Shoreline buffer.
The proposed 62 ft by 5 ft boardwalk would be located over a portion of the bulkhead backfill
area and would provide water access along this shoreline without extending into the adjacent
Public Trust Area waters, and would minimize shading and navigation impacts within these
waters. However, this boardwalk would result in the loss of 325 sf. of vegetation within the
Coastal Shoreline buffer area. The proposed 15 ft by 5 ft courtesy pier, along with the boardwalk,
would allow boat and boathouse access on two sides of the boathouse without extending further
into the canal than the footprint of the boathouse. The proposed boathouse would be consistent
with the current rules concerning boathouse size. It's location, as well as the courtesy pier, would
not extend beyond one-fourth of the canal width and would not be within the 15 foot adjacent
riparian setback area. Current policy regarding the enclosure and siding of boathouses allows for
structures to be enclosed half-way down from the roof line. The proposed boathouse appears
somewhat to exceed this policy.
The proposed shoreline stabilization and filling activity would result in an increase in turbidity
levels, at least temporarily, along this portion of this waterway. The placement of a bulkhead
structure and maintenance excavation along this shoreline would result in alteration of the shallow
water habitat bottom adjacent to the existing shoreline and the proposed slip area. The proposed
development would result in 2,761 sf of disturbance within the Public Trust Area of this canal and
this figure would include slightly less than 400 sf of shading. Other than the boat ramp, there are
no proposed impervious surfaces within 30 feet of the NWL associated with this proposal.
However, the recently issued CAMA Minor permit will result in approximately 560 sf of open
decking and 500 sf of impervious surfaces within the buffer area.
Submitted by: Dennis W. Hawthorn
Date: December 22, 2000
APPLICATION
(To be completed by all Applicants)
1. APPLICANT
b. City, town, community or landmark \
a. Landowner: Frisco
c. Street address or secondary road number
Name S. Thomas Hart/J. Richard Parker Palmetto Drive
d. Is proposed work within city limits or planning
Address 1900 St. Brides Rd. West/ 126 Gareth Cr. Jurisdiction? X Yes No
City Chesapeake/ Ma nteo State-VA/NC e. Name of body of water nearest project (e.g. river
creek, sound, bay) Pamlico Sound
Zip 23322/27954 Day Phone [phone]
Fax 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
a. List all development activities you propose (e.g.
Name Gary Price building a home, motel, marina, bulkhead, pier,
and excavation and/or filling activities.
Address P.o. Box 591 Bulkhead, dredge, boat ramp, dock. &
boathouse with boatlift-
City Avon. State NC
Zip 27915 Day Phone [phone] b. Is the proposed activity maintenance of an
existing project, new work, or both? New
Fax [phone]
c. Will the project be for public, private or
c. Project name (if any) commercial use Private
Note; Permit will be Issued In name of landowner(s), and/or
project name d. Give a brief description of purpose, use, methods
2. LOCATION OF PROPOSED construction and daily operations of proposed
PROJECT project. If more space is needed, please attach
a. County Dare additional pages. Erosion Control, Flooding, &
Storm Protection: Mooring _& Launching
Methods of Construction - Mechanical & Manual
Labor. Use: Private Residence & Mooring__
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
None
a. Size of entire tract 15,906 sq. ft.
b. Size of individual lot(s) 8,065 sf/7,841 sf
c. Approximate elevation of tract above MHW or
NWL 3.0'
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
Sand
e. Vegetation on tract Indigenous Ugland
& wetlands
f. Man-made features now on tract None on lot 12
residence septic system & bulkhead on lot 11
g. What is the CAMA Land Use Plan land classification
of the site? (consult the localland use plan)
o. Describe existing drinking water supply source.
County
5. ADDITIONAL INFORMATION
In addition to the completed application form, the following
Items must be submitted:
X Conservation Transitional
Developed Community
Rural Other
How is tract zoned by local government?
Residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(attach zoningcompllance certificate, 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
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted?
A copy of the deed (with state application only) orother
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 underwhich 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 710203 fora 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 orsecondary road numbers, landmarks, & the like.
to-5-uuo by Dcm- oc- 'rcs
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 Louis Buttke
Address P.0 Box 58
Phone Frisco, NC
Name Janet A. O'Brien
Address P.O. Box 70
Phone Frisco. NC, 27936
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 permission to representatives of
state and federal review agencies to enter on the aforementioned lands
in connection with evaluating information related to this permit
application and follow-up monitoring of the project.
I further certify that the information provided in this application is
truthful to the best of my knowledge.
This is the 4th day of September , 2000
Print Name S. Thomas Hart
Signature u-
Landownf rAuthor/zedAgei
Please indicate attachments pertaining to your proposed project.
XDCM 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
PROVIDEDAT THEB07TOM OFEACH FORM
A statement of compliance with the N.C.
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 Permit Application relate
to this proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Average Final
Existing Project
Length Width Depth Depth
Canal
Boat 20' 2.6' 4.0'
basin
Boat 20' 12' n/a n/a
ramp
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated below
NWL or MLW in cubic yards 111
b. Type of material to be excavated Sand
C. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
No
d. Highground excavation in cubic yards n/a
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On site
b. Dimensions of disposal area 42'x 75'
c. Do you claim title to disposal area?
X Yes No
d. Will a disposal area be available for future
Maintenance? X Yes No
If yes, where? Off site
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 fil
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length'? 65, _
83'
c. Average distance waterward of MHW or NWL
4'
d. Maximum distance waterward of MHW or NWL
5'
e. Shoreline erosion during preceding 12 months
2'
(source of information)
f. Type of bulkhead or riprap material Treated
Wood
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 10
h. Type of fill material Sand
i. Source of fill material Upland/Disposal
4. OTHER FILL ACTIVITIES N/A
a. Will fill material be brought to site?
Yes No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated material be kept on site
and erosion controlled? Silt fence , bulkhead
and zrass
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe & dump Truck
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
S. Thomas Hart
Applicant or Project Name
Z???7
Signature J
Date /
v,-jed llluzlcb
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 62'
(4) Width 5'
(5) Finger Piers X Yes No
(i) Number 1
(ii) Length 15'
(iii) Width 5'
(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 15'
(9) Width of water body 81'
(10) Water depth at waterward end of pier at
MLW or NWL -4.0'(Proposed)
b. Boathouse (including covered lifts)
(1) Commercial X Private
(2) Length 26.5'
(3) Width 15'
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
(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 1
(3) Length 18'
(4) Width 12'
g. Other (Give complete description)
Applicant S. Thomas Hart
Signature A-A?
Date
PROPOSED BOATHOUSE
(I 5'X 263) WITH

BOATLIFT
NOIE: SI IEAIING TO SIOP
V ABOVE NWI. _
... ___{1. • • --- •
au ?
SECTION A - A
V=10'
PROPOSED 5' WIDE
MARGINAL DOCK
15,
PROPOSED GRA E TOP,(
BANK
I-PROPOSED
BULKHEAD
f?I
u W?
42' --SILT
SILT--= SPOIL AREA 1.0' FENCE
FENCE _-
?- - - - `- ?- svoil --?
77,EXISTING GRADE
SECTION B - B
r= 10' HOR.
1"= T VERT.
PROPOSED BULKI IEAD 20'

AV PROPOSED 4' CONC.
BOAT RAMP
NOTE: CONC. PRECAST A SET
IN PLACE IN SECTIONS
BOAT RANP
SECTION VIEW
1" = 10'
WATERFRONT CONSTRUCTION PLAN FOR:
S. THOMAS HART &
). RICHARD PARKER
LOTS 11 & 12, PALMETTO SHORES
PLAN PREPARED BY: GARY PRICE
SHEET 2 OF 2 FRISCO, NC
REV; 10/25/00
Township County State
DARE NORTH CAROLINA
HATTERAS
File Number F.I.R.M. Zone Pin Numb14 er
05 0516 44 2285
Date
9/2/00
Scale FB/Pg AE
Base Flood Elevation Zoning S-1
'
SEE ABOVE 7.0
Community/Panel/Suffix Average Groun E eva
Recorded Referenc
MB. 3, PG. 16 e
375348 0815 D
PAMLICO SOUND
FRISCO, NC?
SCOTCHRONNE y
MARINA
12

TIE TO EXISTING
A \ BULKHEAD
l

p eop h)OO BUUOKAD ? e4me f,,MtU4 HlM?L ^ 6,147 aMDr?
Aen?-
Ap? LOT 13 ?
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LEGEND
WETLANDS
-2.5' BOTTOM DEPTH BELOW NWL
WATERFRONT CONSTRUCTION PLAN FOR:
S. THOMAS HART &
J. RICHARD PARKER
PLAN PREPARED BY: GARY PRICE
SHEET 1 OF 2
REV. 10/25/00
LOTS 11 & 12, PALMETTO SHORES
FRISCO, NC
County State NORTH CAROLINA
TownshipHATTERAS DARE
Pin Number
Date File Number F.I.R.E . Zone 05 0516 14 44 2285
9/2/00 Zoning
Scale FB/Pg Base Flood Elevation S-1
1" = 30' 7.0'
8/08151/Duffix Average Groun E evatic
Recorded Reference community
MB. 3, PG. 16
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