20060322 Ver 1_Complete File_20060227

2 0 0 60 3 2 2
NC®ER
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
February 23, 2006
MEMORANDUM:
O:
l
F
Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
?? r' U?' 7
FEB 2 7 2006
DENR - Y?ATER QUAL171
t"rTUI?lDSX@ STC"N.10TER Ei tt iNcf!
SUBJECT:
Applicant:
CAMA/DREDGE & FILL Permit Application Review
Patricia Fabrikant
Project Location: 815 Virginia Dare Trail, Kill Devil Hills, Dare County
Proposed Project: Demolish First Flight Inn, Construct Motel Condominium Complex
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 03/16/06, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Lynn Mathis at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: I/ 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 ag;nqy objects to the project for reasons described in the attached
SIGNED DATE V
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: First Flight Inn, Inc. (Patricia Fabrikant)
2. LOCATION OF PROJECT SITE: First Flight Inn, an oceanfront motel, more specifically located at
815 Virginia Dare Trail, Kill Devil Hills, in Dare County.
Photo Index - 2000: Not Available 1995: 185 1932 T7 & U7
1989: 142-37 P18 & 19 and Q 18 & 191984: 138-449 D3 & E3
State Plane Coordinates - X: 2 989 300 Y: 840 000
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Date of Site Visit -December 28, 2005
Applicant Present - Applicant's agent was present
5. PROCESSING PROCEDURE: Application Received Complete -February 6, 2006
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Kill Devil Hills
Land Classification From LUP - Conservation
(B) AEC(s) Involved: OH
(C) Water Dependent: No
(D) Intended Use: Private Commercial
(E) Wastewater Treatment: Existing - Gravity fed septic system
Planned - LPP septic system
(F) Type of Structures: Existing - Four motel buildings, an elevated swimming pool, an
office and residence, dune decks, oceanfront bulkhead, and a
concrete parking lot.
Planned - A 55 room motel condominium complex with an in
ground pool, a dune deck and beach access, an LPP
wastewater treatment area, and associated parking and
stormwater filtration basin.
(G) Erosion Rate: 2' per year
Source - Erosion Rate Maps
7. HABITAT DESCRIPTION:
[AREA]
(A) Vegetated Wetlands:
(B) Non-Vegetated Wetlands
(C) Other: High Ground OH 108,375sf cut/fill/grade
(D) Total Area Disturbed: 108,375sf (2.5 acres)
(E) Primary Nursery Area: No
(F) Water Classification: N/A Open: N/A
8. PROJECT SUMMARY: The applicant is proposing to demolish the old First Flight Inn and
redevelop the property with a new, higher occupancy, lower density motel condominium complex.
Patricia Fabrikant
First Flight Inn
Field Report
Page 2
PROJECT SETTING
The property in question is a developed tract originally platted prior to 1979, and consisting
of five lots totaling 3.68 acres. The property is the home of First Flight Inn; a 32 unit motel
located at 815 Virginia Dare Trail, in Kill Devil Hills, Dare County. The Inn was originally
constructed in 1972 and consists of five buildings, an in ground swimming pool, an extensive
concrete access and parking area, and an oceanfront bulkhead. In addition to the above
ground structures there is a gravity fed septic system located along the southern property line,
underground water lines and electrical lines. The specific location of the buildings is shown
on the attached survey dated 06108105, by William S. Jones, Jr.
The property is located approximately 350' north of E. Clark Street and 150' south of E.
Baum Street. Adjacent uses on the east side of Virginia Dare Trail are seasonal rental homes
and cottages. Located directly across Virginia Dare Trail (on the west side of the road) is a
small seven unit motel and office. South of First Flight Inn, on the west side of the road are
rental cottages and Ocean View Baptist Church, and to the north is a small strip mall.
Soil on the property is sand with little vegetation due to the density of the existing lot .cover.
Paralleling the beach is a dune with elevations varying from 8.6' to 26' in height. According
to the survey submitted there are currently two Flood Zones on the property a VE (EL 201).
and a VE (EL 9'). New Flood maps are currently under consideration by Dare County and
may be adopted as early as August 2006. The new Flood Zones are shown on the site plan.
There is a vegetated primary dune, dominated by American Beach Grass and Sea Ox Eye.
The dune has a gentle sloping profile with a clearly defined First Line of Stable Natural
Vegetation (FLSNV) and no erosion escarpment. Sand fencing is located along the toe of the
dune and there are no sandbags located on the property.
The erosion rate along the project site is 2' per year with a 25' recession line, giving an
Ocean Hazard Area of Environmental Concern of 145' measured from the FLSNV.
PROJECT DESCRIPTION
The applicant, Patricia Fabrikant, is purchasing First Flight Inn to redevelop the site for a
new 55 unit motel condominium complex. The redevelopment of the property will involve
two phases, demolition and construction.
Demolition will include the removal of five buildings and decks, an in ground swimming
pool, the septic system, all concrete parking areas and walkways, and the oceanfront
bulkhead. The narrative submitted by the applicant's agent incorrectly states that four
buildings will be removed, which is not consistent with the drawings. Removal of the
buildings will include two duplex rental units along the crest of the primary dune. Demolition
will be undertaken in a manner to minimize damage to the dune and preserve the FLSNV.
According to the plans a silt fence will be installed to prevent debris from entering adjacent
properties. All debris generated from the site will be removed from the property and taken to
Patricia Fabrikant
First Flight Inn
Field Report
Page 3
the Dare County Landfill. Once all debris has been removed from the property, site prep
work will begin for the second phase of the development.
The construction phase of the projects will involve grading and filling the site. Sand fill will
be brought in from an upland source to create a gentle slope that will tie into the existing
primary dune on the east side of the old bulkhead alignment (approximately 130' landward of
the FLSNV) at an elevation of 13' above mean sea level. Areas where buildings have been
removed, along the dune ridge, will be filled and vegetated as needed.
The proposed motel will be a three story steel framed building constructed on a concrete pile
foundation. The structure will have a footprint approximately 26,831sf in area and will be
located 121' landward of the FLSNV, one foot west of the large structure setback. A
detached 3,631 sf open deck is proposed on the east side of the of the motel and will be
entirely within the small structure setback. A 4'x 55' elevated walkway will extend from the
deck to the beach terminating 6' west of the FLSNV at a landing that "Ts" to access the
beach in two directions.
Parking for the motel will consist of 71 spaces, with a 55 space parking deck under the
building and ,16 exterior spaces on the west side of the building. The narrative. submitted
erroneously states that there will 69 spaces, which is not consistent with,,the applicant's..
drawings. The parking area and access will be a curb and gutter design with an' asphalt.
surface. The exterior drive and parking area will be sloped to two flumes with riprap along
a stormwater infiltration basin with a depth of two feet. Runoff under the building will be
piped to the basin from four small catch basins. The stormwater plan is subject to approval
from the Division of Water Quality's Stormwater Section.
Underground infrastructure for the property will include a wastewater disposal system with
two active LPP fields and (14) 83' lines five feet on center. A complete repair area has
been integrated into the design of the system, and is shown on the attached plan. Water,
phone, electric and cable accessing the property will be buried along the northern and
southern property lines. The final aspect of the development will be a 4' wide geo-web mat
buried in the sand along the south and east side of the motel for an emergency footpath.
Temporary silt fencing is proposed along the north, south and west property lines, but is
not shown on the east side of the property along the beach.
Motel Condominium Footprint 26,831sf
Asphalt and Concrete Cover 18,065sf
Total area of Impervious Surface: 44,886sf
The total area of proposed impervious surface on the property will be 44,886sf for a total
lot cover of 28%. Impervious surface within the Ocean Hazard AEC will be approximately
5,378sf. The plan view drawing by Atlantic Environmental Consultants incorrectly refers
to the AEC as being 75'; however, the totals appear to be accurate.
Patricia Fabrikant
First Flight Inn
Field Report
Page 4
Based on the plans and the anticipated land clearing activity the total area of high ground
disturbance that will include extensive filling will be approximately 108,375sf (2.5 acres).
ANTICIPATED IMPACTS
1) Redevelopment of the property will result in a reduction of impervious surface within
the Ocean Hazard Area of Environmental Concern by approximately 6.5 %.
2) The removal of the two frame structures along the primary dune will allow the
naturalization of the dune system between the small structure setback and the First Line
of Stable Natural Vegetation.
3) The elevated walkway will redirect pedestrian traffic off the dune and directly to the
beach, reducing future degradation to the primary dune.
4) If approved the redevelopment of the property will result in an increase in the number
of available rental units.
5) The redevelopment of the property will remove all non-conformities with the Division
fCoastal-Management's-rttl .
Report Prepared By: Lynn W. Mathis
Date Submitted: February 21, 2006
PROJECT NARRATIVE
CAMA MAJOR PERMIT - First Flight Retreat- Patricia Fabrikant
Kill Devil Hills, Dare County, North Carolina
Introduction and History of Protect
The proposed project is located at 815 Virginia Dare Trail, in Kill Devil Hills, Dare County
on the Atlantic Ocean. The proposed project includes the demolition of the existing four
structures known as the First Flight Inn, to construct a motel condominium complex "First
Flight Retreat" with onsite L.P.P. septic system.
AEC met with N.C. Division of Coastal Management, Lynn Mathis on December 28th
2005 on site to conduct a pre-application meeting. The first line of stable natural
vegetation (FLSNV) was established during our meeting on site with Ms. Mathis on 12-
28-05. The annual erosion rate for this area is two feet per year. The proposed project
was designed to be consistent with 07H.0306(a)(3).
Proposed Project and Construction Methods
The first phase of the proposed project includes demolition of the existing four structures
known as the First Flight Inn Motel, and attached aboveground concrete swimming pool.
e?stracture-s-arE-35to-E5years--c ld-.-The-firstphase-of-this project-alsolncludes-th
removal of the existing foundations, septic tanks and fields. An excavator will be utilized
to demolish the four buildings and swimming pool, then a front-end loader will transfer
the debris to dump trucks, hauled off the project site to Dare County Landfill. The
existing septic systems will be removed as well. The existing retaining wall will be
removed to construct the proposed motel/condominium complex. The last portion to be
demolished and hauled off site will be the existing concrete entrance and parking.
Temporary silt fence will be placed along the north and south boundaries of the subject
property.
The structure proposed is a three story steel frame structure (26,831 s.f.) on a concrete
piling foundation with ground level parking (entrance and parking 17,510 s.f). First Flight
Retreat will be a 55 room motel condominium complex. An in ground swimming pool is
also proposed for this project. Ground level concrete parking area includes 69 parking
spaces. A detached lower and upper deck (64'x 53' = 3,393 s.f.) is proposed 8 feet from
the structure and accessed by a detached six foot (6'x 8' = 48 s.f.) walkway. The upper
deck is access from the lower deck by a set of stairs 64' wide (full width of decks). A
four foot dune walk (4'x 55' = 220 s.f.) with two sets of stairway (approx. 4'x 18'= 72 s.f.)
is proposed east of the proposed decking, to access the beach. An LPP septic system
will be installed to service the 55 room motel. A concrete pad for dumpsters is proposed
on the south side of the property (554 s.f.). The proposed LPP septic system/drainfield
and repair area will be located west of the proposed structure. Stormwater infiltration
basin will be constructed on the southwest comer of the subject property to handle
stormwater runoff for this project. Concrete ribbon around circle, entrance and asphalt
pavement parking will handle stormwater utilizing concrete piping and 24" curb and
gutter system, directed towards drainage flumes with rip rap located along the south side
of the driveway, in the direction of the stormwater infiltration basin.
(Project narrative - First Flight Retreat - pg. 2)
Once debris has been taken off site, the site will be graded and prepped to construct the
motel/condominium complex. A Bobcat and bulldozer will be used to grade and prepare
the site. Fill will only be necessary after grading takes place in areas lower than the final
project elevation (13 feet). Suitable fill will be trucked in from a commercial upland
source. Fill will be placed in areas to elevate the existing grade to 13 feet on the east
side of the proposed building (approximately 2 feet east of proposed building; a
minimum of seven feet (7') and maximum 15' feet east of the existing retaining wall) and
taper towards the west to the stormwater retention areas. Concrete will be trucked in
from a commercial source to pour the concrete slab. The existing retaining wall will be
removed and material (commercial source of suitable fill) trucked in to raise the existing
elevation to 13 feet. The remaining portion of the vegetated frontal dune will be left
undisturbed, excluding the construction of a dune walk and deck to access the beach. A
crane, and other heavy equipment will be utilized to construct the motel/condominium
complex. The proposed motel/condominium complex structure will be constructed at the
large structure setback.
A backhoe will be used to excavate the area to install the LPP septic system. Decking
and wooden walkway will be constructed using hand tools. The proposed GeoWeb four
foot emergency foot path will be constructed of Presto GeoWeb, which is a black plastic
webbing less than 1/16 inch in thickness, and six inches deep, when in place, each cell
opening measures eight inches x eight inches with an opening totaling approximately 64
square inches with 168 holes (hole opening measuring 3/8 inch and spaced approx. '/4
inch apart) per cell. To prepare the placement of the GeoWeb, a front-end loader will
excavate an area (4' x 330' linear feet) approximately six inches deep to place the
GeoWeb on level existing soils (sand). Once the Presto GeoWeb is in place (approx. 3'
fiberglass stakes will be used to hold GeoWeb cells open in the correct dimensions) the
GeoWeb cells will be filled with suitable sand by shovels and bobcat (sand trucked in
from a commercial upland source) to cover the GeoWeb mesh. Once in place, the
GeoWeb area will be seeded to allow stormwater filtration.
Total impervious areas proposed:
Building Area 26,831 s.f.
Asphalt Paving Area 17,510 s.f.
Concrete Dumpster Pad 545 s.f.
Total Impervious Area Proposed for Project 44,886 s.f.
Percent lot coverage = 28%
Proposed Impervious Coverage within the AEC = 5,376 s.f.
% Proposed Impervious Coverage within the AEC = 14.8%
Existing Impervious Coverage within AEC = 7,744 s.f.
% Existing Impervious Coverage within the AEC = 21.3%
The proposed project will provide a more esthetically pleasing structure and function as
a more feasible commercial business. This project will reduce the existing amount of
impervious coverage within the AEC 6.5% (21.3% exist. -14.8% proposed = 6.5%).
' Form DCI%I-MP-1
A 1DPI,?CA''gO1?T

JAN 2 0 2006
I1.11AIVACiI:11/ItE-NT
13ETH CITY
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Patricia Fabrikant
Address 5149 Tilden Street
City NW Washington DC State
Zip 20016 Day Phone
Fax
b. Authorized Agent:
Name Atlantic Environmental Consultants. LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) AEC4-05-066A
NOTE: Permit W11 be issued in name oflandoiiner(s), anctlor
project name.
b. City, town, conununity or landmark
bill Devil Hills
c. Street address or secondary road mmlber
815 S Virginia Dare Trail
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) Atlantic Ocean
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.
Demolition of an existing motel (4 strictures) and
reconstruct a motel condominium complex with
Barking dune walk with decking
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'? commercial
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. See attached narrative
2. LOCATION OF PROPOSED
PROJECT
a. County Dare Countv
Revised 0319
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ---aeres 5 , (., A C--
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
Elevation varies due to existing dune
fonmations: elevations range from 8.7 to 26
feet
d. Soil type(s) and texture(s) of tract
Beaches and Newhan fine sand
e. Vegetation on tract beachgrass and sea ox eve
f. Man-made features now on tract Motel (consisting of
four motel structures), concrete swimming pool. cement
driveway/parking-wooden retaining walls (2). wooden
walkway and steps
g, What is the CAMA Land Use Plan land classification
of the site? (Consult the local land useplan)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
Commercial/ singgle-familv residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, ifapplicable)
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
_ Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
Are there wetlands on the site? _ Yes X No
Coastal (marsh) Other N/A
If yes, has a delineation been conducted? N/A
(ltiach documenialion, ifcmailable)
m. Describe existing wastewater treatment facilities.
On site wastewater
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.) None
o. Describe existing drinking water supply source.
Dare County public source
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 accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V 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. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
orlocation map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
Revised 03/95
Form DCM-MP-1
GA Stormwater Certification, if one is necessary.
QA 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 Steve Sawin
Address P.O. Box 14
Phone Kill Devil Hills. NC 27948
Name Jeremiah T. Shanahan
Address 888 Swamp Road
Phone Furlona_ PA 18925
Name
Address
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include pen-nit numbers,
permittee, and issuing dates.
No information available: unknown
© A check for S mde payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
® A signed AEC hazard notice for projects in
oceanfront and inlet areas.
® A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any pernut 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 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
pernussion to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
pernut application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthfiil to the best of my knowledge.
This is the 1 '' day of January, 2006
Print Name Roxanne D. Donnan
Signatur
Landowner orAuthorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCNI MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each fot•m.
Rnised 03/95
L? y ? ?? ?ttJ if.? t
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed:
One motel condominium complex with detached walkway
and decking
b. Number of lots or parcels
c. Density (give the number of residential units and the units
per acre) 55 rooms
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc.
Proposed motel/condominium complex = 26,831 s.f.
Entrance & parking = s.f. 17,510 s.f.
Concrete pad for dumpsters - 554 s.f.
Dunewalk w/platform - 292 s.f.
Total disturb. 45,187 = s.f.
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X No
If Yes, date submitted N/A
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt entrance and parking
g. Give the percentage of the tract within 75 feet of MHW or
NWL., or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement. buildings. rooftops, or to
be used for vehicular driveways or parking N/A
JAN 2 0 2006
COASTAL i IANAGCPAENT
=L1Z,Af3ETH CITY-
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification. Has a
site development plan been submitted to the Division of
Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
On site LPP se tp is •syStem
j. Have the facilities described in Item i. above received
state or local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water supply
in. Will water be impounded'?
If yes, how many acres?
_ Yes Y No
N/A
n. If the project is an oceanfront development, when was
the lot(s) platted and recorded?
Oceanfront development - parcels were platted and recorded
7/23/ 1951 in DB 39 Pg 583, 8/1/1951 DB 39, Pg 584 &
8/1/1956 recoded in DB 70, Poo 271 in Dare County ounce of
Register of Deeds.
AEC #05-066A First Flight Retreat
scant or ProjcctNu?j
Signature
l- 1l6-GCo
Date
MAJOR PERMIT FEE MATRIX
Applicant: Patricia Fabrikant (First Flight Retreat)
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
® development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). For Private non-
El commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. :$4 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
CONVENTIONAL
STOREFRONT CAHOON & KASTEN ARCHITECTS ~a>~~~
P.T. iX NAILER - STANDING SEAM STANDING SEAM
L STANDING SEAM i METAI ROOF METAL ROOF METAL ROOF 42'-O" BLDG. HT. 118AWestWoodhilllhive
i ' 5/8" BACKER BOARD ~ I ~ ~ I I! ~ I I I _ Nags Head, North Carolina 27959 I I ~ ' ~ ~ ~ ~ ~ Phone: [phone] I ! ~ ~ ~ I I
~ I I I I I I Ii I Fax: [phone] i I iI ~ i , lrm : nandkasten@earthludcnet
i I 'il I ~ I STEEL BEAM ~ I TUBE I I it ~ ~ ~I ~ 36 3 EAVE HT.
I COL. COL. TO
i, ~ ~I - EIFS ~~II I
REAK LINE i i I' 8 h' r ~ ~ u,
" F.F. 2'-0 A. I ,II
-CAULK JOINT (NOT 26'-9" F.F.E. 3RD
GROUT) ~ BREAK LINE II ~ i ~ ~ ~~i ~ I I ice,
i ~ i; I~
F IS E ~I ~ ~ J'' J I- ~ ,n,, h
I TILE CERAM C 17 -7 1/2 F,F,E. 2ND
I,; I
~ ~,;I
I I I I I
NAIL X4 S P.T. 2 i I I
I ~ ~ ~ ~ ~ ~ b 8 6 F.F.E. 1ST
1 1 2" EIFS
I - W D
P.T, t/2 PLY 00 I SHEATHING - - 0'-0" APPROX. GRADE
LINE OF BREAK-AWAY WALL P,T, 2X4 STUDS WEST ELEVATION
~ 16" O,C.- WALL 4 TION n ~
" NOT ATTACHED TO 3/32 ~ 1 -0
COLUMNS
STANDING SEAM METAL RooF 42'-0" BLDG. HT.

I Y. I ~ I
- P.T. 2X4 PLATE. ~C, ~ ~ U, I , ~ I ' ' I, 36 -3 EAVE HL
NAIL ®24" O.C. Z' U Q ' ~ ~
-ADHERE BASE TILE ~ ~ w W
TO WALL ONLY w vY O' ~ H~ n I I I i
L d' i U' . , n 3. ~ ~ - 26'-9" F.F.E. 3RD
CAULK JOINT p~ U ~ p H' a ~
I N i W X > ~j
O w~
p 0_ ~ p' IF 0_ ~ Q E ' Fir t Fli t Retreat Hotel Pro ect, s ~
Zi Q ~ J - CONC. SLAB J, ~ n 17 -7 1/2 F.F.E. 2ND
a o, 12 -0 UPPER DECK HT. N _ ~
Pro ect No: 05033H
i
BREAK-AWAY WALL DETAIL X~ Location. Vir into Daze Trail g
5 p~ " „ - 3 1 0 8 5 REAR DECK HT, a' e'-6" F.F.E. 1ST Kill Devil Hills, NC - '
o_ -r Title: Elevations
„ Date: December 5, 2005
- 0 -0 APPROX. GRADE
LINE OF BREAK-AWAY WALL SCale: 3/32" =1'-0"
APPROX. TOE OF DUNE -OE OF DUNE NORTH ELEVATION
3
3/32" = 1'-0"

~
STANDING SEAM " METAL ROOF ~
42 -0 BLDG. HT. ~ I i,
Y Y W
~~I II III ~ I ~ VIII I' ~ ~ ~ Q " ~ ~ ~ ~ ~ ~i I i I Q 'Z
I I m T. 36 3 EAVE H I ~ w
L~ D
C.! i ~ , II i ! i ~Ii ~I ~ ~ a
U U 'O ~ 'C7
26'-9" F.F.E. 3RD X
_ w ~ L~
~ `~J, ICI I ~ ~ I ° ~ ~ ~ EIFS ~ J (L Q Q ~IW
~ I Q I i J N Z J
o 17'-7 1/2" F.F.E. 2ND _ _ N 0 12'-0" UPPER DECK HT. ~
- ~
a - ~ I
1 `W ~ I 1''' . - - 'X
~ '~,;T1 i ~I I 'O i n
8'-6" F.F.E. 1ST 8-5 REAR DECK HT. a
~ iQ the designer shad no: be responsible for any error, omission, i ~ defect ar deficiency In the contract documents ("error°) prepared
oy tFe designer or its consultants which in any way ~moacls the ~ schedule of Cne project, results in e lack of coardinato~ emang
the co~trea Documents, delays the coMoet~~o^ o` ;he protect
0'-0" APPROX. GRADE - or which in wry other way caries any damage o- joss ra one owner contractor, subcontractors, or other entity Involved In the
LINE OF BREAK-AWAY WALL APPROX. TOE OF DUNE project, unless: (I) des'~,grer Is promptly notified of such error, eny event within '4 days of the date such error was discoverer
NATION ~ SOUTH ELE or cod~~D reasonably have been discovered; and ;v~') designer !s
2 given opporturrty at the time of ciscovery 'o acD~ess s~ch error, and, if app~apr'~a:e, take such stews cs cue necesscry to ca~rect
3/32" = 1'-0" and resolve it, Fei~ure to comply wit^ the a~ovslons o` F~!s paragraph s~c'~, censtit~~te a weaver of any claim for domcges, cr
a right to offset ago~ns; cesgner by owner, contractor or others
and sha'~I in no event cause or alloy; a reduction '~.n the Fees otherwise due designer for services provided on the project.
STANDING SEAM N B. CQ ~PS1EN qR~ ti
42'-0" BLDG. HT. METAL RooF ,two ti0 Vr iT
I ~ I I „ I I I „ I ~ i I ~ I ~ I ~ I ' I I ~ O ~a `~c~ ~ ~ cc ~ rch, i I i I In I ~ ~ ~ I
~ ~ ~ ~ 'I I 'I ~ ~ ~ ! 'I ! i ! ~ I I ~ i i j j'~ III ~ I Ili,lll ~ II 2 I i ~ 4 3 ~ 51211 = i ~ I I ~ III ~ III a
36 -3 EAVE HT. I~ ~ I~ ~ ~ I I _ P
r~ - ~ - i ~ ~ '-I`r=1,1 ~ r~~ ~'rrH cr~RO1" ~ ~ ~'iti cneoJ~ G ~ ~ ~ I it ~I ~ ~f I I , N ~ ~`-1 ~ ~ i III ~I' ~q ~ q ~
I ~ _ ~ I I I~ i ~ ~ c c II 'I I s o, A P H HE E

26'-9" F.F.E. 3RD '
i,'I' fir-,' r-I I ~ r- I I ~ ~ I~~ Shat A6 of 6 r~, I ~ ~il~ I I,I
. . . I I I R i eves ans.

1T-7 1/2" F.F.E. 2ND c
I I r- il~~„~- ~I ii, 'i I III, ~ll~ ~
II ~ I I I ~ ~ - i I i II ~I i' 3.
_ _ _ _ _ . ~ _ ~ .
8'-6" F.F.E. 1ST , 4,
T. -
s. -
0'-0° APPROX. GRADE Designed: BBC DESIGNED WITH
'k LINE OF BREAK-AWAY WALL 'I EAST ELEVATION Drawn: TJW
TION Reviewed ~a
1 3X32"= 1'-0°
CARD File: so rAECPrai iau+b

S7. CLAi
N
RD AVf. ' G00 OR. W ~
~ 3
OTES. of o Q x TE N , ~ si
NG SETBACKS. H1~~ m UM m ST. SURVEYOR MAKES NO CERTIFICATION AS TO BUIIDI w Bp ~ 1.) ER. ~ q
p 1. F THEY MUST BE VERIFIED BY OWN c Sj a
S~~D CEAN F3 C 0 0 NTI 2. TLA s ~ U 2,) RECORDED REFERENCES; Q
166 '1GpN ~"wi ~ Z D.B. 1240, PAGE 3 5~
COUNTY PIN ~ 988306993125 > z j 3,) DARE RK 5
t 3
4 XISTING IMPROVEMENTS ARE NOTSHOWN C p m 4.) E T w ~ CA V1N
APPROX. h~t H.YJ. 6 - 8 - 05 5 OT ~ ~ a k m a"
4 3 o tl
0 .+I ~
:+i~ _ ~'Q ,S. N.T
~ ~ TOTAL AREA - 3.68 Ac. ~ p ~ f.L.S•N.V. 6-8-05 ro ro
~ _ ~ ._._._i~._.,..-.----
t! nr EXfST.
sroxv ~ IRON PIPE
FxA51E OvrELtING i ! ~ z6.2
N PlLING5
252.95 23 M1IAL.L S RUC R CA 1 U
U ~_X__.----- DECK T6O Y DECK
~ I. I N E Q i~ -(IE r S70RY
EXIST . A I FRAM Dw£urNG N ON PIN PORCH ON PILINGS ~ IR POfiCHr
PORCR~ °DECK
h A FFER _
I?0 LARG STR CTURE CA f_ --I ,5' Iz.4' v _ _ _ r r. X-- - ~-x- 1.4' _ to.r'
'~4.._--- --'P OX::~~ _ -.DUNE
_ _ A P
~ RE rAINR+Q tYALL;. •rA 1~7' ' x
13.2 13. 10.6 ~ ~ r x ( X JR., P.L.S., CERTIFY TO
PkOPANE I, WILL{AM S. JONES, tG AS CHECKED BELOW; ONE OR MORE OF THE FOLLOWIt
IL!' 10.71 TANK x x
~ ~ z
1!. 4' r o. a' / a A. TlIAT iltlS PLAT IS OF A SURVEY TES A SUBDIVISION OF THAT CREA
tf~ 2 a 9 ~ ~ f~fRR4 XOPV~ . O _K. _7 PR PANE ~ ' WITHIN THE AREA OF A COUNTY LAND
~ 0 T NK - C MUNICIPALITY THAT HAS AN OR CE THAT REGULATES PARCELS ORDINAN
F'I ! ~'Oftll: A~ f ~L 9 ~ ~ ERLY ~ N06~ aR F'OR~f I o. a' OF LO,ND;
x' 9; ~ EtJ SAWIfd ~ x ~ 5TE'VE a BAR ' , B, 1HA7 THIS FIAT IS OF A SURVEY
0.8. X330 , PG. S32 OT 5 ~ !STORY OCATEO IN SUCH PORTION THAT IS L
~tR!' ~J' bRIGK OF A COUNTY OR MUNICIPALITY THAT
SAUlb9 0~,'~Gfl !Xa' z burLOlrrG F_, ~ ~ ~t.lu~ ~~I ~ ~ v ON CONC. QS IS UNREGULATED AS TO AN ORDINANCE ItAT REGULATES AARCEI.S OF LAND; T
F~~ Slab ' pj Z 3TOR1' ~ ~ a +t
SLOCK O Q ILDiN6 u a.3 HAT THIS PLAT {5 OF A SURVEY C. T DF AN EXISTING PARCEL OR PARCELS
IO.G' !D.!';~~~7' ~ ' g ~C On' CONO~ O - X SL~.B a OF LAND;
iJ
aH urlLlriES--' tIS PLAT IS OF A SURVEY OF p, THAT TI ANOTHER CATEGORY SUCH AS THE RE- I
COMBINATION OF EXISTING PARCELS,
rD. 2' u. ~ z ~ 7 x z! i z • u A COURT ORDERED SURVEY OR OTHER
0 EXCEPTIDN TO THE DEFINITION OF SUBDIVISION;
8.7' i _ . ' X
lo. 3 10.0' ),6 X X X N INFORMATION AVAILABLE TO E. THAT THE THAT I A!J
'x O THIS SURVEYOR lS SUCH N TO UNABLE TO MAKE A DETERMIHATIO
W ~ ~ ~ ~ POOL x Ol THE BEST OF f~Y PROFESSIONAL
H1 ~ 0 ~ O o~ ABILITY AS TO PROVISIONS CON- . TAINED iN (A) THROUGH (D) ABDYE.
5.5'O b. 9.e' ° N ax x a.o
~ X to 0 0'G5 !
N ~ FLLhi£~ ~ ROOF ~ DECK ~ G, ER HANG, L-2532 P.L.S.
z DECK Z~ 8.3' a,4 o' x , 8.6' 5x.3 X X' ~PROPAN£. $ 1. STORY
X ROCK 'TANK ~
, F - A to E M.•B.L." ~ pp/ LLfNG PORCH EXIST IRON P!N
EXIST wooD • srGN IN CONC. " 200'
EXIST CONC. M1ION, b~ocK a,4 viarER 51.38` ~ hfETER ~ IRON PIN ~ ~,y~ _/~wr,LL X ~ _EXIST
260.00 - 28°W 255.42 - _ N 17°- 57 \ za' IRON PIN 50' 100 150 50' 25" 0
°_q0~ 04`~IV O.H. UiltrTlES, Al.ONG R/VY'
~M- P. K . NAIL 6.4
TIE LINE---o ~LEVarroN ~ e•sa' z ~ _ AIL a 1~ RE DA VA . G SCAt,E . 1 = 50 GRAPHI ~J~ ~,i1.G~
F~ IN . C. N
FOR SURVEY
WILLIA~4 S. )0~~3, JR, RLS, P.A,
~SPdIALt ROAA UNDER LLIAM S. JONES, JR.,CERTIFY 1HAT THIS PLAT WAS DRAWNCRIPTI I, wl WAS DRAWN UNDER MY SUPERVISION ALE STREET SCRIPTION RECORDED 303 WEST ARCHD (DEED OE
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED D EYEt ~~~~gy~ FROM AN PAGE ~~S(f Tt{AT 1NE BOUNDARIES NOT SURV ES NOT SURVEYED ARE CLEARLY K i l.l. pEV I L tI I LLS , N . C . 27948 GNT RETREAT
~~a ~o IN BOOK ll'~0 ~ PAGE a9 • ~ ®o RMATION FOUND IN BOOK FIRST FLI ;THAT 252 441-3673 ~ 4 & 5 , ,K , PAGE ~A?~ PHONE . ( ~ I.OT S 1 , 2 ~ ~
goo INDICATED AS DRAWN FROM INFO THAT 1111S PLAT WAS SI~ (p~ 305
EC1SlON AS CALCULATED iS 1. ~DOoO ~ THAT iN THE RATIO OF PR ~o ~ _ I.AT CAB , F - 8 05 p - DATE . 6
~ PREPARED IN ACCORDANCE WITH C.S, ~7-JO AS AMENDED. L ANO SEAL TN IGNATURE, REGISTRATIOIJ NUMBER L DEV I N I LLS SEAL TH I S I O DAY TOWN O F K I L iER AND
r WITNESS MY ORIGINAL S 7 ~ ~y 1" = 50" scALE : T I C TOWNSH I P
~ . OF ATLAN TALVEY OL I NA ~I
,,,~M ~p~`,, G.v. s Y NORTH CAR ORWN BY. DARE COUNT
+rrrr S. ~i,,, rutu~~ a5 ED 6 8 SURVEY
VEYOR -WILLIAM N S, JR. ' SUR • l1 S , JR . - L-2532 F I LE NO , 05210 i
I ' I

1
1
1 /
1 i' 1
• /
1 1 / 1
0 /1
1 ~ 1 e~
1 1
. / 1
1
i / 1
1 • / 1
1 1 /
1 ~ ~ k
p0' ~
1 63a' 1
• /
i 1 1 1 q< ryPq D
FIRST FLIGHT RETREAT 1 1
55 ROOM Q / 3 STORY STEEL FRAME STRUCTURE ON CONCRETE PILING FOUNDATION 1C>NM I,Yig
1 ~ GROUND LEVEL PARKING / / FIRST ELEVATED FLOOR ELEV, = 20.5' (NGVD 1929)
N GROUND LEVEL ENTRANCE ELEV. = 12.D' (NGVD 1929) / 1 2F
A
1 1 ~ / / ~ 2
1 / / / r ~ ~
~ 1 V / EIP / / / p 'W~ / A
" ~
1 / A P ' / NOW OR FORMERLY ~ y / o' 1°~
JEREMIAH SHANAHAN mZ~ / ryy ,o,~ 1 1 888 SWAMP ROAD ~ ~ p / / ° ~0 O f01G ? O \ ~
1~ FURLONG PA. 18925 ~ ~ N~ x ~ ~ / a Aso y 1 ~ LOT 5 BAUM BEACH J o o rye. ~ 55' LK 1 ~ K ~ ~ ~ I~ ~ wPL ~c
~ P.C. E SL. 471 p 2 ~ \ wP 1 1 1 A o D.B. 1593 PG. 283 Z rya X / ' NE p q ~ pU NE ~ ~ E pU ;
•a p PIN 9883 08 99 2283 ~ A 1 0 N X ~ ~ 1 1 / 9 sr. ~
m ~ ~ o UPPER DECK rye ~ / oy om ~ ~ A -
/ r : / RIM =11.5N ~ / 1 a~ x a oti ~ 1 J ~
~ o ? ~4 LOWER DECK 1 2 r^ W~ 1 ~ Musn sr.
1 / ~ 1 1 W~ s oP ti21 p0 1 ~ ~ ~ p0 ~ ~ ~ OQ~O ,12 1 ~ ° a US 158 A° A
1 o s~ Q' 1 1 1 / WASTEWATER L N o . l ' w r~ I V1LEA a a
PRE-TREATMENT 2" DOMESTIC ry' 1 1 SERVICE ° w~ ry`0 o
1 WASTEWATER DISPOSAL WATER LINE `o• v / ~ ~ .ry p ~ 2 ACTIVE LPP FIELDS ' 'o ~ q. , MEMO L AVE ~
~ (14) 83' UNES ®5' O.C. 6" C900 ~ 1 EACH FIELD Ydi- ~ ~J y ~ 1
~ 1 WATER LINE W p ~ 100 REPAIR AREA NCE 1 ` UIR INIA DARE 1RAI
A ~ W~ 511.E FE N 2D p0/~ a ~ ~'4 4 1 1 ~,PO ~ UN o o . SITE
0 r WL / ~ O 1 ~ 1N ~00~ N d'~ °o. o°• cpi 1 1 O ~ 1 1 1 II ~ s ~ 1 1
W~ 1 1Y ry• 2 I- rn ~ 1 1 1 TEMPORARY BENCH MARK 1 ~ ~ ~ K t 1 1 1 1 1 ' ASPHAL ' N - - - _ - - -
P.K. NAIL 6" RPZ CHECK . Q W1- ~'iBP~ t 1 1 1 1 1 ry• PAVEMENT e LL ~ry• , ELEVATION = 8.54' VALVE I HOT ECM Z~ IDE 5 O 1 1 1 1 1 WITH 24" 1 ~ ~ 1 ~ A1~ s/ t 1 1 ~ ~ m 1
NGVD 1929 BOX WITH,FDC 1v 1, ~2 S 1 1 1 1 1 CONC. CURB W , 1 1 1 1 1 1 6g' o ~ 1 1
/ 1 1 1 1 1 1 m AND A 1 1 1 1 1 1 o GUTTER 1' 1 1 1 1 1 1 ~ , 1 1 1 1 1 ry• o ~ 1 VICINITY MAP ATLANTIC OCEAN
m 1 1 1 1 1 1 1 1 1 1 ,ti w~ 1 11 11 1 11 A l 1 m 1 NOT TO SCALE
1 1 1 ~ 1 1 1 1 1 1 1~1 1 ti~ 2" WATER 1 1 1 1 1 2 ~ , ~ N JACK AND BORE L o 1 1 1 1 1 % 1 1 N ,ry • N1 . w N METER 0• ~ 1 1 1 1 1 rl 1 1 IAI 1 o r o
8" C900 WATER LINE (j~ 'V ~ 1 1 1 1 1 Ic~ 1 1 1 y~ 1 1 •p 1 1 (f 1 1 1 1 1 1 1 1 1 1 1 ml 1 1 N ~ AWNING r N 1
1 1 1 1 1 1 1 1 1 1 1 1' 1 ~ o MIN. VERT. > ~ ~ ~ 1 1 1 1 1 1 X 1 1 1 1 1 1 y CLEARANCE 'o ' ' 1 1 1 1 1 1 ~ BELOW ° • 1. SUBJECT PROPERTY; LOTS 1-5, FIRST FLIGHT RETREAT AS • RECORDED IN P.C. F SL 305, DARE COUNTY REGISTRY
~ N. 1 1 1 1 1 1 1 °I 1 1 1 1 m " 2 = 13.s' ' EXISTING EXISTING 6" PVC 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 y w ry 4.OD, h PARKING 1 1 1 1 1~1 1 Ipl 1 1 1 1 ry ~ x ENTRANCE ~ RETAINING ~ 1 2. CURRENT OWNER ;FIRST FLIGHT INN, INC.
WATER MAIN 1 1 1 1 m 1 1 1 8 1 1 1 1 1 1 M ~ti a WALL 1$ 1 1 al 1 1 TI 1 1 1 1 a ~ ~ Dp' 1 1 1 1 ~ 1 1 1 1 I l r 1 1 1 1 1 1 1 2 CONC. ?g, 2 6 . ` P.O. BOX 698, KILL DEVIL HILLS NC 27948
1~1 1 1 '1 1 1 al 1 1 1 1 1 m 1s. „ N ry 1 1~ 1 1 1 1 1 RIBBON m 4 0' ' 3. RECORDED REFERENCES: D.B. 1240 PG. 166, P.C. F SL. 305
1 ~ w ~ 1 C,~ 1 1 r 1 1 1 1 1 1 1 1 1 AROUND h ~ ~ gP 1 1 1.q 1 1 1 1 1 1 1 ry' . ~ , 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ CIRCLE pry' Dp . , 1 4. STREET ADDRESS :815 SOUTH VIRGINIA DARE TRAIL
1 ~ 1a 1 1 1 1 1 1 1 1 1 1 ~ o ~ ~D Z ~ 1 1 1 1 z 1 1 1 1 1 1 ~ ,ti 4 ~ ~ a "W 5. PIN NUMBER :9883 08 99 3125 ,Og 02 ~
1 1 1 z l l 1 1 1 1 1 1 1 1/1 ~ o 'o. 1 ~ 1 1 1 1 1 1 1 1 1 1 1 1 ~ 1 1 ry' •o 1 61 1 1 1 1 1 1 1 1 1 ,ry' ~'i ,p~ o. ° 512 6. PROPERTY ZONING : OIR (SUBJECT AND ADJOINER)
ADD FIRE HYDRANT 4 ~ w~ ~ ~ ~ 1 1 1 1 ~ 1 ~ 1 1 1 ~ o 0 12. ~ o ASSEMBLE ~ la N 1 10. ~ ti 1 1 ~ ~ 1 1 1 0. 0• ~ u ~r , 7. TOTAL SITE AREA = 160,118 S0. FT. (3.68 AC.
Z 1 1 1 1 ~ ~1 ~ N. J TI 1 1 1 1 1 1 1/ 1 1 1~ 1 1 ,ry. pry, 4 EMERGENCY PERSONNEL ~ y ~ ~ IA 1 1 1 1 1 1/ 1 1 1 L 1 1 ~ ti 7B , ~ ACCESS PERVIOUS FOOT PATH soNNEL TOTAL SITE AREA TO MEAN HIGH WATER LINE AT TIM OF SURVEY Foor PArH ~ B. TOTAL "USEABLE" SITE AREA = 120,858 S.Q. FT. 2.77 AC.)
N p 1 1 1 1 1 1 Ip 1 y ~ 1.~ 1 ly 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ PNE y, ~ p IF GATED PROVIDE KILL DEViL Z A G ~ 1 1 1 1 1 ~ 1 ° ~ E~ v ~ ! HILLS FIRE WITH A KEY ~ ._,1 N I 1 1 1 1 1 1 1 1 1 1 1 l y 1 1 ° NG f1P ~ KILL DEViL "USEABLE" AREA TO FIRST LINE OF STABLE NATURAL GETATION KEY 1 1 AT TIME OF SURVEY.
~ 1 rn 1 1 1 1 1 1 r~ 1 1 1 1 1 ~ o. PRK1 ¢ w N 1 1 ry. 1 I N ~ 1 1 ~ 1 1 o
1 ~ xo G% CA yl 1 1 1 1 1 \`~1 1 1 1 1 1 N / N 1~ 1 1 1 1 ° Z X 1 1 1 1 1 X 1 1 1 1 1 1 / o / ~ 9. FEMA DATA : CURRENT FIRM 375353 0003 C (4/2/93)
~ i !L 1 1/ / 1 1 1 1 1 1p 1 1 1 1 1 $ 400 / gA yk ° ~o' 1 1y y 1 1 1 1 1 1 \ 1 1 1 1 1 1 z s~ ~ 1 1 11 1~1 1 11 1 11 1 0 ~ / CURRENT FIRM ZONES : VE (EL 20 AND AE EL 9) AS SHOWN / / CURRENT FIRM AND ELEVATIONS S OWN BASE ON NGVD 1929 DATUM
O 1 dl 1 1 X 1 1 1 1 1 1 1 1 ~8P v e ~ ~ m 11~ 1 11 11 zl 11 1 11 0~ ~ 3' ~ ~ / 1 PROPOSED FIRM :3720988300) (PRELIMINARY)
~ 1 v 1 1 X 1 1 1 1 X 1 1 1 1~ 1 1 1 1 1 ~ ,PE°. 1 P 1 1~ 1 ~1 11 ~1 1 1 1 m / v 1 1 ly 1 1 16 1 1 1 1 1 1 o C8~4 N q4 CO ~ / / ~ PROPOSED FIRM ZONES : VE (EL 11) AND AE (EL 10) AS SHOWN / ~ PROPOSED FIRM BASED ON NAVD 1988 DATUM
1 1 1 1 1 1 1 1 1 1 1 1 o w 1 RI EL=11.5 1 ~ A 1 1 1 1 1 1 \ 1 ~ ~ `ry / ' EIP
y 1 1 1 1 1 1 N 1. ~ 1 rl 1 1 1 1 1 1 1 1 1 1 ~ o / X 1 1 1 1 1 1 1 1 1 1 1 ooD' o APPROXIMATE FIRST LINE ~ DATUM SHIFT: NAVD 1988 = NGVD 1929 + (-0.99) i~ OF VEGETATION (6-8-05)
1 1 ~ 1 al 1 1 1 1 1 1 1 1 1 2 6. ~ ~ 1 1 1 1 1 1 1 1 1 1 1 •o ~ ~ ry. / 1 ~ N ~ 1 11 1 11 11 1 11 Ip o ~ ' WAS VERIFIED BY THE DCM / • ON 12-28-05 1 10. MINIMUM BUILDING SETBACKS
1 1 1 1 1 1 1 1 ~ ~ 1 1 1 1 1 1 1 1 1 1 1 1 1 Y N 'S0 . 1 1 1 1 1 1 1 1 t l ~ 'A ~ / SIDE YARD = 12', FRONT YARD = 30' (STRUCTURE AND VEHICULAR) ` / ~ REAR YARD = AS ESTABLISHED BY CAMA 2 PER YEAR EROSION RATE
. 1 1 1 1 1 1 1 1 1 1 e 'p~ 0 1 ~ M~oR~RYlco TR crbN 1 1 i ~ ,,tii / ( )
1 1 1 E TRkNC F R EM~LITON 1 1 ~ 1 1 ° {1 1 / 1 \ 1 1 1 1 41 1 T Bqq ROVED 1 , / 11, BUILDING HEIGHT LIMITS 1 LIVING SPACE HEIGHT = 35', TOTAL HEIGHT = 47
1 ~ -1 R~0 ED 1 1 1 1 ~ o ~ ~ R3 / 1 1 IG 1 1 1 ~ / 1 1 ~ 1 ~ ~ , , ~ ~ rye / ~ MAXIMUM OF THREE LEVELS OF LIVING SPACE
1 MPQQRA Y 1 , ~ 2 1 N TRUC 1 1 1 1 1 / / 12. PROPOSED LOT COVERAGE CALCULA110NS:
1 1 1 ~ ~ 1 1 N 1 1 1 Yl R / 0 1 1 1 1 , 1pG W~SµR ~ ~ S D' ~ / APPROxIMATE TOP OF DUNE ~ ~
so' CAMA sMALL LOT COVERAGE SUMMARY srRUCruRE sErBACK ~ ~ PROPOSED BUILDING AREA = 26 831 s , ft.
~ 1 •o ~ 1 PSPNPRB PND ,°h 7~j~ ~!Y ,II 2q Du 0 ~ k+ 'S gD ~D 1 ~ k 1 EROSION RATE = 2'/YR 3o'x z' = so' ~ ASPHALT PAVING AREA = 17,510 s . ft.
e STOP BAR e ~ ELECTRICAL SERVICE 120 CA1 1 OR SIG °j~ ~ h ~ PHONE SERVICE STRUCTL 12o CAMA LARGE , CONCRETE DUMPSTERPAD AREA = 545 s , ft. ~ STRUCTURE SETBACK /
• p, i ,,p CAN SERVICE / EROSION o ,a 7~ EROSION RA1E = 2'/YR OPEN WOODEN DECK AREA = 3,393 s ft. so'x 2' = 120' ~ PROPOSED IMPERVIOUS COVERAGE = 44,886 sq. ft.
~ \ R=zs 0' / ~ so'x 2' rl /
1 r a`' j / / / 7 L.F. OF 24" NOW OR FORMERLY / IMPERVIOUS LOT COVERAGE = 28~ PROPOSED IMP. COVERAGE IN O.H. AEC = 5 378 s . ft
1 / / (3) ouMPSi>P~ R NF. STEPHEN S. SAWIN / P.O. BOX 14 1 ~ / CONC. DUMPSTER PAD / 145' TOTAL AEC / / / KILL DEV1L HILLS NC 27948 IrAL AEC ~ q PROPOSED IMP. COVERAGE IN O.H. AEC= 14.8
1 56"X 23'-4" WITH 6' SOLID D.B. 430 PG. 432 (2' EROSION RATE) / / / X WOOD FENCE SCRE PIN 9883 08 98 4904 EROSION RATE = 2'/YEAR (60 x 2' + 25' ION RATE) 'YEAR (sox 2' + 25' = 145') ~ EXISTING IMP. COVERAGE IN 75' AEC = 7 744 s . ft.
GK EXISTING IMP. COVERAGE IN 75' AEC= 21.3
1 ~P/ ti , 6 SE ' DRAINAGE FLUME =25' 12 qD/ ~ QQ V4i}{ RIP RAP
w / X 43 ~ 1 w /
1 ~ / ~ / ~ A TEEL PROPOSED CONCRETE ND S
1~ STORMWATER INFILTRA110N BASIN 1 k I~ NO SOD IN BASIN BOTTOM / EXTERIOR WALL OF BUILDING UPPER DECK ELEVATION 25'
9 635 0~ TOP ELEV = 8.5' 1 /
~ BOTTOM ELEV = 6.0' / + EIP IN EXCESS OF 25' OF SEPARATION j -
PR P D RAINFlELD WITH 0 OSE D 1 n 1 0 / LOWER DECK li
1 PROPOSED WALKWAY TO G ELEVATION 21.4' DECK (8' x 8'} I ~lG GRADf ~ ~ ~ ' ~ ~ ~ ~
1 1 / tL / 6• / ~ 1 f:t 'c 1 , i
/ 1 1 / t
/ / / PROPOSED DECK PoLL NOT TO ~ i
/ 1 1 ~ / BE CONECTED TO BUILDING
~ 1 1 i ~ i ' ~1 ~
/ / S~(R G Gl~ ,y~~N ,r' i
N 1 1 / IG P 1 • I - ~ ALL PIIJNGS WILL PENETRATE , A MAXIMUM OF 5 FEET ~ ,
/ RR GO ~ / l 1 1 ~
~ i~ ~
~1 1 y / ~ UNDERGROUND P DECK CROSS SECTION A-A UNDERGROUND PARKING AREA u~ i'
• FINAL ELEI FlNAL ELEVATION 13' SCALE: 1"=5'
/ ~ ~ - / ~ 1 1 o o ~.ti 5.
Ml f /
/ 1 1 1 ~ TYPICAL W AY CROSS SECTION ADD FIRE HYDRANT 1 p ~
ASSEMBLE P N.T.S. / 4~ ~ 1
' GRAPHIC SCALE
/ 1 1 30 15 30 60 120 1 N0. DATE REVISIONS
/ ~ i I I I I I nonuuur nin
ry 1 1/25/06 REVISED AS PER DCM COMMENTS DATED 1/24/06
J
1 IN FEET 05-066A HO TEL AND COND( 1 1 1 ( ) k ~01 Y fNV11f0N#ZN114Z CONSX tT,01 J ZZ C
1 1 inch = 30 ft. DRAWN BY PO BOX 3266 KITTY HAWK NORTH CAROLINA
1 1 DOUG D FIRST FLIG
1 1 Phone: [phone] Fax: [phone]
1 ISSUE DATE E-Mail; roxdorman4aol.com
1 1 PA TRICIA
1 KILL DEVIL HILLS DARE CO, DARE COUNTY NORTH CAROLINA
LPLOTSCALE: FILE: FIRST FLIGHT 12/29/05 30' 1 1 1