19860245 Ver 1_COMPLETE FILE_19860101

Permit Class
New STATE OF NORTH CAROLINA
Department of Natural R
eS6 -Rd-,Community Development
`
_. . .y .?F'.PA._' ..
?

Issued to Tidewater Realty & Devel
?.'i t s !fox
ion AttZl?br,?fi)luirp>~:t`rsuant to NCGS 113-229
Co., c/o McGinnis Realt
Permit Number
150-86
& Dev. Co., 1023 Laskin Rd.
it inia beach, 7-73147
authorizing development in Dare County at the At 1 antic ce6n,
Southern Shores, north of Kitty Hawk modified b DCM 7/29/86
as requested in the permittee s application dated by
including bluelinees, sheets 1-4 of 4 dated revised 6/2/86.
This permit, issued on 6??et? , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) When the permittee is ready to begin construction, he shall arrange a meeting
with the appropriate field consultant at the site to determine the oceanfront
setback. This setback determination shall replace the one done at the
time the permit was processed and approved and construction must begin within
a period of 60 days from the date of that meeting. In the case of a major
shoreline change within that period, a new setback determination will be
required before construction begins. Upon completion of the measurement,
the field consultant will issue a written statement to the permittee certifying
the same.
(2) In order to avoid unreasonable danger to life and property, all development
shall be designed and placed so as to minimize damage due to fluctuations
in ground elevation and wave action in a 100 year storm. Any building con-
structed within the ocean hazard area shall comply with Appendix D, "Windstorm
Resistive Construction", of the N. C. Residential Building Code, except
that when any provisions of that appendix are inconsistent with any of the
following AEC standards, the more restrictive provisions shall control.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31. 1989
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
?7ijtiti(?r all. ?tv_?
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
9
Tidewater Realty & Development Company Permit #150-86
Page 2
ADDITIONAL CONDITIONS
(3) All structures in the ocean hazard area shall be on pilings not less than
eight inches in diameter if round or eight inches to a side if square.
(4) All pilings shall have a tip penetration greater than eight feet below the
lowest ground elevation under the structure. For those structures so located
on the primary dune or nearer to the ocean, the pilings must extend to four
feet below mean sea level. The pilings shall be appropriately treated to
resist decay, insects and corrosion.
(5) All foundations shall be adequately designed to be stable during applicable
fluctuations in ground elevation and wave forces during a 100 year storm.
Cantilevered decks and walkways shall meet this standard or shall be designed
to break away without structural damage to the main structure.
(6) The lowest portion of the structural member of the lowest floor (excluding
the pilings or columns) shall be elevated to or above the 100 year storm
elevation.
(7) All exposed structural connections shall be adequately rustproofed or enclosed.
(8) All utility systems shall be located and constructed so as to minimize or
eliminate storm damage.
(9) All walls below the 100 year base flood level shall be designed and installed
to: (A) allow stormwaters to rise and flow freely under the structure,
(B) not permit the break-away walls themselves to become water-borne debris,
and (C) not cause the accumulation of water-borne debris. Break-away walls
shall be intended to collapse under stress without jeopardizing the structural
support of the structure.
(10) The new dunes to be established will be aligned to the greatest extent possible
with existing adjacent dune ridges and shall be of the same general configura-
tion as adjacent natural dunes.
(11) The structural accessways will be designed and constructed in a manner which
entails negligible alteration on the primary dune.
(12) The accessway will be exclusively for pedestrian use and will be less than
six feet in width. The accessway must also be raised on posts or pilings
of five feet or less depth, so that wherever possible, only the posts or
pilings touch the frontal dune.
(13) An erosion/sedimentation control plan must be submitted for approval and
must contain all temporary and permanent devices, structures, and measures,
etc., to be utilized during construction in preventing offsite sedimentation
from occurring. The plan may be sent for review to: Land Quality Section,
Division of Land Resources, N. C. Dept. of Natural Resources and Community
Development, P. 0. Box 1507, Washington, N. C. 27889.

Tidewater Realty & Development Company Permit #150-86
Page 3
ADDITIONAL CONDITIONS
(14) Sand fences, silt fences, and other appropriate sediment control structures
must be utilized during construction until a permanent ground cover has
been established.
(15) All cut and/or fill slopes must be provided with a vegetative or other form
of ground cover, within 120 calendar days or 30 work days, whichever is
shorter.
NOTE: By signing this permit, the permittee acknowledges the risks associated
with development in this hazardous area and the limited suitability of
this area for permanent structures. By granting permits, the Coastal
Resources Commission does not guarantee the safety of the development
and assumes no liability for future damage to the development.
NOTE: Prior to construction of each duplex unit, the sewage treatment and disposal
system must be approved by the Dare County Health Department.
NOTE: Plans and specifications of all water system improvements must be approved
by the Division of Health Services prior to the award of a contract or
the initiation of construction (as required by 19 NCAC 10D.0900) et.
seq.). For information, contact the Engineering Planning Branch, 919/733-
2460.
NOTE: Prior to the removal or demolition of dilapidated structures, an extensive
rodent control program may be necessary in order to prevent the migration
of the rodents to adjacent areas. For information concerning rodent
control, contact the local health department or the Vector Control Branch,
919/733-6407.
NOTE: The demolition wastes that are accumulated should not be delivered to
a local sanitary landfill site since this volume of inert material would
greatly reduce the life of a sanitary landfill. For information concerning
landfills, contact the Solid and Hazardous Waste Management Branch, 919/733-
2178.
NOTE: All lights on the building face, including balcony lights, on the oceanside
of all structures should be eliminated to reduce the mortality rate of
sea turtle hatchlings. Where oceanside lighting is required, alternatives
include shading, screening, or replacing fixtures with modern alternative
sources. Also, parking lots, streets, tennis courts, walkways, dune
crossovers, pools, and other areas requiring lights should be illuminated
with light fixtures located close to the ground to minimize casting direct
light on the beach and dunes.
n -
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of En`lneers, Wilmington Distric
(GS 113-229, 143.215.3(x)(1), 143.215.3(c), 113A•119 (33 CFR 209.320-3291
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information `
A. Name Tidewater Realty and Development Company
Last First Middle
B. Address c/o McGinnis Realty'and Development Co., 1023 Laskin Road
Street, P. O. Box or Route '-
Virginia Beach, Virginia 23451 804-428-0000
City or Town State Zip Code Phone
If. Location of Proposed Project:
A. County. Dare
B. 1. City, town, community or landmark Southern Shores
2. Is proposed work within city limits? Yes X No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Atlantic Ocean
Ill. Description of Project a 4 4VI7 kX
A. 1. Maintenance of existing project 2. New work +t Condomi ni tm i#%)-?5
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin length__width -depth
3. Fill area n length 100 width 5 -depth 6
4. Other length width depth
C. I. Bulkhead length N/A _ Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project) N/A
1. Cubic yards 2. Type of material
Fill material to be placed below MHW (see also VI. A) N/A
1. Cubic yards 2. Type of material
IV. Land Type, Dispose) Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area N/A
1. Location
2. Do you claim title to disposal area?
U. Fill material source if fill is to be trucked in Off Si to Compati bl a Sand
E. How will excavated material be entrapped and erosion controlled? __ Dune stabl i zati on by sand, fence and
vegetated with CAMA recommended plants.
I. Typeol equipment tobe used- Small b tl ldozier and trucks
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
Uif-HI .
Rev 1u/"s

i f
V. Intended Use of Project Area (Describe)
A. 1. Private yes
2. Commercial No
3. Housing Development or
4. Other
Condominium
B. 1. Lot size(s) 8.25 acre track
2. Elevation of lot(s) above mean high water- 8.0± (11.0± to 22.0± USNOS Datum)
3. Soil type and texture sand -
4. Type of building facilities or structures 12 Bu i 1 d i ngs , two-s
units tota
5. Sewage disposal and/or waste water treatment A. Existing Planned X.
B. Describe 711-909 non o1?-? .._+h on-site efficPnt rlic-
6. 1Land Classification'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Flan Synop
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No X
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes_ No _ X
2. Type of discharge - N/A
3. Location of discharge N/A
VII. Present rate of shpreline erosion (if known): 2-feet Der year
Vlll. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State
permits for
work in project area, if applicable: No
IX. Length of time required to complete project: two years
X. In addition to the completed application form, the following items must be provided: (Pr e y U deetr Contract, se,
A Attach a copy of the deed (with State application only) or other instrument undew?ip(i?liPft[ter from owner
•>
claims iAlle4iVhe affected property. OR if 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 on his land.
6. Attach an accurate work plat drawn to scale on 8yi X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted. (see attached site plans)
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
North - William H. Cruise & Paul Davidson - 11108 Split Rail Lane, Fairfax Station.
South -? Kitty Hawk Investment Corp ./Kitty Hawk Land Co. 22039
P. 0. Box 229, Kitty Hawk, N.C. 27947
XI. Certification requirement: 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.
X11. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and la Baring.
DATE
Z 3
R. . McGinnis, ?es aentgnature
?a? S6 Tidewater Realty and Development Company
n.cn ii? SFF RFVFR4 SIf)f FnR MAII INC, INSTRM TIONS

DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
July 25, 1986
M E M O R A N D U M
TO: John Parker Y
FROM: Bill Mills
SUBJECT: Modified Application for CAMA Permit
Tidewater-Realty and Development Company
Dare County
The modified application has been reviewed for water
quality impacts and the following comments are offered:
1. The modification to 24 duplex condominium units
to be served by septic tanks does not have any
adverse impact on water quality.
2. We have no objection to the modified proposal.
BM/dkb
cc: Jim Mulligan
a^'
MENORANDUN
TO: State Review Agencies
FROM: George Matthis%
SUBJECT: Modification of application submitted by Tidewater Realty and
Development Company
DATE June 20, 1986
This office has received a request from the above mentioned company to
modify their application for development of a 48 unit condominium at Southern
Shores, Dare County, N. C. This application was placed on hold because
the proposed development was to utilize a sewage treatment plant which
has not been constructed. The applicants now propose to construct 24 duplex
condominium units, each having a septic tank system.
Please review the attached plats and submit any comments or conditions
to this office prior to July 20, 1986. Materials from the previous applica-
tion package are available, if needed for comparison.
GM/aw
Attachment
RECEI VED
JUN 2 0 1986
WATER QUALITY SECTION
OPFRATrONS BRANCH
ADKINS AND ASSOCIATES ,
Conw1 ing Engineers
4740 Alicia Drive, Suite A
Vironie Beach. Virginia 23M
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u fta•.-tt o o v 2
V C='4= I S O °/0 1 M'??fLV I o v 5 4-kc-?
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ADKINS AND ASSOCIATES
Consulting Engineers
4740 Alicia Drive, Suite A
Yinim Beach, Virginia 2346,^
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.. pTrc• + ✓ T �LA►�tf A R�.o. � 5. D,2,A.. S RrlAl...tr jt.AV c
:. � 2 �►'� �'a ' To'�'� 5 o t L � D � S � G'a � 'D
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�K�ST►�G S�i•1,D. _

7.1 5? P •:. ? AiY?{i ?l i• ? ? ? ' icy ? ;Y.
N
Comment;on this project until after the close of the.Section ;j
ublic Comments Period.
?no,ob ection to the issuance of the permit(s) for the proposed
u• efo,1 owing conditions;
hie?activ'ity be conducted in such a manner as to prevent significant
' `esin turbidity outside the area of construction or construction-
y1 d di$charge,(increases of 25 NTU's or less are not considered
Kant
theFristeam t?urbidi y not be increased by more than 50 NTU's as a.
'' g•
d activit opportunity for diltu-
,• y after a " reasonable JI;s in shall not be increased
's as a result of the proposed activity after, a reason-
ab? r dilution and mixture.
- F.
' 'B. CERT+IF`T`CATI0N STQ
Certification J not required
for:'this pr8ec.
r?r r, °Certi*fication is required .,for ,
d?this "fproj ect. Such action toy L
piece' the certi,fic? tior h?x
mss:' " b ` n ti.ted. Pro: o'`ed
at?on will acted on
. F ?R'.1riFlt
hey` ro ossed ' ro ecr is certified "
' v;4 " ,: nXder. General Cart if n
M. . s.TY79 i:d bid n y 25, D) No. 1431 iss`'
9f7t7, r •` +J, construction 1980, for .Mb- ' strucf o i
Ab.
No to s, issued on November 10, E) No. 1664 issued ember 8,
1983
k ??'?97 or bulkhead construction. for R ement..
273 issued on November 10, F) No. 1665 ember 19,
1978, for discharges of liquid 1983, for `incd l b ridge
effluent from diked upland disposal construction.
areas.
WATER QUALITY SECTION
"`` DIVISION OF ENVIRONMENTAL MANAGEMENT
t `'required

DIVISION OF ENVIRONMENTAL MANAGEMENT
January 27, Wt C 4 IV ED
MEMORANDUM JAN 2 819M
TO: Bill Mills, Assistant Head WATER QUALITY SECTION
Operations Branch OPERATIONS BRANCH
FROM: William J. Moore, Environmental Engineering Tech (N
Water.Quality Section
Washington Regional Office
SUBJECT.:.,- Regional Office Review and Recommendations.
Tidewater Realty and Development Company
Dare County
The applicant proposes to develop property located at the intersection of US158
and SR 1200 near Southern Shores. The property consists of 8.25 acres of sandy
beach property and is bordered to the east by the Atlantic Ocean (SB). The
original CAMA application was received October 21, 1985. The applicant submitted
a stormwater management plan on December 23, 1985.
The development involves 48 condo units with associated parking, tennis court and
pool. Wastewater will be routed to a teritary treatment plant owned by Barclay
Towers. The design parameters for the stormwater management plan are:
(1) design storm 10 yr. - 1 hr. intensity (2 inches)
(2) 2.51 acres impervious area '1 vol. 6779 Ft.3 3
(3) provide 2 storm retention basins with combined storage volume = 6900 Ft.
The overall project will result in approximately 30% impervious area, however,
there will not be a direct discharge to surface waters. The plan appears to be
adequate to protect water quality standards.
A 401 water quality certification will not be required. This office has no
objections to the proposed project.
WJM/ekw
i
OFFICE OF COASTAL MANAGEMMENT
FIELD INVESTIGATION REPORT
1. Applicant's name TIDEWATERREALTY AND DEVELOPME(JT COMPANY
2. Location of project site Atlantic.Ocean-at Southern Shores north of Kitty Hawk Pier.
'84 series 138=443 8EFG_ 9F&G
3. Investigation type: Dredge &.Fill CAMA X
4. Investigative procedure: (A) Dates of site visit 8/5/85
(B) Was applicant present yes
5. Processing procedure: Application received 10/1/85' Office Elizabeth City
6. Site description: (A) Local Land Use Plan Southern Shores
Land classification from LUP' COmmUnitY
Development constraints identified in LUP:none
(B) AEC(s) involved: Ocean Hazard X Estuarine shoreline
Coastal wetlands _r Public trust waters
Estuarine waters Other
(C) Water dependent: Yes No X Other
(D) , . Intended use: Public PrivateCommercialL+o ull I t, l.ui, uv- 11 uni
(E) Type of waste water treatment: Existing -Septic tank (to be .rer.!oved)
Planned 100,000 G.P.D. plant (Rotary) to be built in conjunction witCemoteel pplanned
(F) Type of . structures: Existing. ?T(11ree?hous,es and gazebo (to be demo i'sVe
Planned 12 buildings (two story) 48-unit-Condominium
2.O feet source DCM erosion rate data
(G) Estimated annual rate of erosion
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B) Non-vegetated wetlands:
(C) Other:
highground 8.25 acres
disturbed
(D) Total area disturbed: 8.25 acres
8. Project summary The applicant proposes to construct 48 condominiums contained in 12
two story buildings on property north of the Kitty Hawk Pier adjacent to the
Atlantic Ocean in Southern Shores
SITE DESCRIPTION
The applicants have an option to purchase 8025 acres of ocean front property
north of the Kitty Hawk Fishing Pier in Southern Shores. The property 'can`be
characterized as flat and sandy with a discontinuous primary dune adjacent to the
Atlantic Ocean. Four buildings are presently onsite. A single family structure
is nestled behind the dunes on the northern boundary, a large structure is in line
with the dunes near the center of the property, a single family structure is located
landward and behind the large structure and a gazebo is adjacent to the swimming pool.
The annual erosion rate in this area is 2 feet per year.,.,
applicant proposes to demolish all the existing structures on the property
and to construct 12 buildings to contain 48 condominium units. The structures on the
first row will be two story less than 5,000 square feet,and contain two units each.
They will be located more than 60 feet behind the FLSNV and behind the primary dune.
The second row structures will be two story approximately 12,000"s'quare feet and
contain eight units. These units will be constructed more than 120'-feet behind the
FLSNV. Also proposed on ',the landward side of the property is"a new, swimming pool
(the old one, will be removed), gazebo and tennis courts. A13 sewa§e.ffrom this
development"is proposed tb be pumped,across the street to a'100 000:G:P.D. sewage
treatment facility which is planned to be constructed in conjunction with a motel
planned on the adjacent property."
The demolition of the structures onsite will leave some breaches in the
primary dune line. The applicant proposes to reconstruct the`blow-outs to provide
a continuous line of dunes.
ANTICIPATED IMPACTS
The removal of some of the.structures onsite will leave unprotected breaches
in the dune line which the applicant proposes to repair immediately.
The approval for this project must clearly be contingent on the ability to
dispose of sewage in the yet unconstructed and unapproved sewage treatment facility.
CAMA REVIEW
This area is classified as community in the Southern Shores LUP. The proposal
is consistent with that plan.
Submitted by George H. Wood Date October 14, 1985
4 APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MA)OR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 11113-229.143-215.31a)(1), 143-21S.3(c), 113A-119 (33 CFR 209.320-3291
Please type or print and fill irrall blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information `
A. Name Tidewater Realty and Development Company
Last First Middle
S. Address c/0 McGinnis Realty and Develooment Co.. 1023 Laskin Rnarl
-Street, e. 0. Box or Route
Virginia Beach, Virginia 23451 804-428-0000
City or Town . State Zip Code Phone
11. Location of Proposed Project:
A. County Dare
B. I. City, town, community or landmark Southern Shores
2. Is ??---
proposed work within city limits? Yes-L, No
C. Creek, river, sound or bay upgn which project is located or nearest named body of water to project
Atlantic Ocean
111. Description of Project
A. 1. Maintenance of existing project 2. New work 48 unit Condominium
8. Purpose of excavation or fill
1. Access channel length.width depth
2. Boat basin _length__width-depth
thy r re
3. Fill area
nn! by length_ 00 width 541 depth -- 6
4. Other length width depth
C. 1. Bulkhead length - N/A Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project) N/A ..
L Cubic yards 2. Type of material
E. Fill material to be placed below MHW (see also VI. A) N/A
1. Cubic yards 2. Type of material
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes _._ No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location N/A
2. Do you claim title to disposal area?
D. F ill material source if fill is to be. trucked in _ Off Si to Compati bile Sand _
E. How will excavated material be entrapped and erosion controlled? Dune stabl ization by sand, fence and
vegetated with CAMA recommended plants.
F. 7vpc cal equipment lobe used__ small hul ldo ipr and trucks
G. Will marshland be crossed in transporting equipment to project site? If yes, explain
usf-BI
Rev lu/?g
7
V. In se of 'e i Area (Describe)
A 1.: r itte • .. S
2. Commerciah No
3. Housing Development or Industrial 48 unit Condominium
4. ;Other
s. 1. Lot size(s) 8.25 acre track
2. Elevation of lot(s) above mean high water 8.0t (11.0± to 22.0± USNOS Datum)
3. Soil type and texture Sand - fine ocean type
4. Type of building facilities or structures 12 Buildings, two-story, 48 units total
S. Sewage disposal and/or waste water treatment A. Existing Planned x.
8. Describe -100.000 GPD Plant with on-site pffir-pnt disnnal
6. !Land Classification'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synapsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean.high water? Yes No X_
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge N/A
3. Location of discharge N/A
VII. Present rate of shpreline erosion (if known): 2 feet per year
VIIL List permit numbers and issue dates of previous Department of Army Corps of Engineers or State
permits for
work in project area, if applicable: NO
IX. Length of time required to complete project: two years
X In addition to the completed application form, the following items must be provided: (ggegy,u d tract, see
nom
owners)
A. Attach a copy of the deed (with State application only) or other instrument unde r lleM
clai1Qi tkk0Vw affected property. OR if 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 on his land.
8. Attach an accurate work plat drawn to scale on 8% X 11" white paper (see instruction booklet for
det.ils). Note: Original drawings preferred - only high quality copies accepted. (see attached site plans)
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113.229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
North - William H. Cruise & Paul Davidson - 11108 Split Rail Lane, Fairfax Station.
P. 0. Box 229, Kitty Hawk, N.C. 27947
X1. Certification requirement: 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.
XI1. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and luy&earinx.
DATE 3 1,4f
DAV li?
R. McGinnises aent'gnature
Tidewater Realty and Development Company
SFF RfVFR' F SIM MR MAII INr. 1Kucroairra^.oc
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