19961162 Ver 1_COMPLETE FILE_19961220

DEHNR Fax:[phone] Jan 14 '97 1130 P.04/08
MEMORANDUM
E)ivision of Water Quality
January 14,1997
To: John. Parker
DCM/Raleigh
2&kA
From: )_,.ft Mulligan, Regional Supervisor
Subject: LAMA Major Pernit Application Review Comments
Project #961162
Fred Agustin III
Dare County
MV-1
""f4
ne, abovc subject project has been reviewed by this office. 't'here is no fill proposed by the applicant
in waters or wetlands therefore there is no Section 401 required. Review of this project for a
determination ofwhether water quality standards will be violated has been made and a determination
made that there should be no violation of the State water quality standards if the project is
constructed as proposed. This office has no objections to the issuance of the CAMA Major Permit.
if you have any questions or comments, please calf this office at [phone]. 'rank you.
cc_ Deborah Sawyer
John Dormy
WaRO Fide
Cei&al File
DEHNR Fax:[phone] Jan 14 '97 11.29 P.03/08
To: John Dorney
Planning Branch
I)MSION OF ENVIRONKUrrAL KWAGEKENr
CAWCOR PM(IT APPLICATION RLVMW
Wa$O PROJECT q&114" WQ SUPERVISOR: TJIQRM
REVIEWER: SAWYER DATE: / / 5' 7
WETI.AM INFORHAT"IOH FOR CEwntAL O"ICE IRACrM
PER1iIT YR : 91P7 PJU P. COUMl1'Y:
PROJECT KM:
PROJECT 7'YPH: PERM TYPE: ?E
COE DOT #_
RGD FROM CDA: DGM DATE. FROM CDA: , ff?lf 7
REG OFFICE: W&RO RIVER , SJ?B
STREAM OR JACENT WATER BODY: 0?
CLASS : N, STREAM ALEX # a 30 ' ?- .
OPEN OR CLOSE]?!
WL IMPACT: WL TYPE:
WL REQUESTED: WL ACR IKST:
HYDRO CNECT?: WL SCARE:
KITIGATIONs LIGATION T=:
MITIGATION SIZE: __..RATING SM= ATTACRM7
RECOMtjjnIDATIW. ISSUE) ISSUE/CODED DENY HOLD
STORMWATER PLAN REQ'D: 17 YES, DATE APPROVED:
PROJECT pESCRI ION-.,
WATER. QUALM CERT..._(40,1)
CERT. REQ' D:
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PRO SED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM. DUS, COUNTY)
IF BY DEM, IS SITE AVAILA13LE AND PERMIT ISSUANCE PROBABLE:
WATER/iron AND FILL
AREA OF FXLL : WATER : ,,b •? WETLAND-
IS Q -
FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO BE DREDGED: L>
IS DREDGING ACTIVM EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SFOIL DISPOSAL ADEQUATELY ADDRESSED?
ARE THE FOLLOWING ADEQUATELY
SNACE DISPOSAL:
OXYGEN IN BASIN:
ADDRESSED? I'L)
MARINA SMVICES c
CLOSURE OF SHFLLFISHING WATERS:
CC: WzRO; Central Files; DCM Field Offices; ODE Washington Office
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Fred B. Austin III
2. LOCATION OF PROJECT SITE: Hatteras Village off Saxton Cut on Harbor Village eek between
Avon Seafood and New Hatteras Marlin Club. The proposed dock will extend along the bank of the
creek, and is approximately 560' northeast of the inlet leading into Rollinson Channel.
Photo Index - 1995: 171-1754 117&18 1989: 5 198-3 N15&16 1984: 147-38 M11&1
State Plane Coordinates - X: 2987800 Y: 553900
gf ?.
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 27, 19
Was Applicant Present - Yes ?? Fro
5. PROCESSING PROCEDURE: Application Received - October 19, 1996 Additional information
Received by telephone onll/2/96
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, and ES
(C) Water Dependent: Yes
(D) Intended Use: Private/commercial
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Fish house, bulkhead, riprap, three dwellings, fuel storage tanks
and three fuel dispensers.
Planned - 100'x 8' dock, 50'x 10' pier, 3 10'x 2' finger piers,
and 12 mooring pilings
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nDUnf--'V7-% T'TT T TT\
- A 1LLLL U i nr_
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other: Shading
1,360 s .ft.
(D) Total Area Disturbed: 1,360 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: NO
8. PROJECT SUMMARY: Replacement of an existing 100'x 8' dock with a 100'x 8' dock parallel to the
shore and a 50'x 10' pier extending into Harbor Village Creek. Three 10'x 2' finger piers and 12
mooring pilings will be installed with the dock and pier for a total of six boats slips. The slips will
allow boats up to 50' in length.

Barry Austin III
Bio Report
Page 2
SITE DESCRIPTION
The applicant's property is located along Harbor Village Creek approximately 560' northeast
of Hatteras inlet. The property is developed and contains three dwellings with associated septic
systems, a fish house with a dock, and some separate fuel dock dispensers. Landward of the
fuel dock is a fuel storage area with retaining walls to prevent spillage into the creek. The
existing docks and fuel dispensers are over the water and adjacent to a federally maintained
channel. Vegetation on the applicants property is minimal and consists of domestic grasses
and ornamental trees and shrubs. The property is approximately 1.27 acres in size with
194.31 linear feet along Harbor Village Creek. The property is in a flood zone AE with a
base flood elevation of 6'.
Avon fish house is situated along the southwest corner of the property and extends over the
water. In 1994 the fish house/ net house was destroyed by Hurricane Emily, and minor permit
#94-001 was issued to rebuild the structure. In 1996 a two-story addition was built on the
northeast side of the fish house without a CAMA Permit. The un permitted work appears to
be inconsistent with the 30% impervious lot cover requirements established in the NC
Administrative Code. A Notice of Violation with a restoration plan has been issued to the
applicant. The restoration plan requires that lot coverage be reduced to the maximum allowed
or that an engineered stormwater runoff plan be submitted and implemented.
From the northeast corner of the property and extending approximately 15' waterward of the
normal water line is an existing dock that runs parallel with the shoreline. The dock is
approximately 100'x 8' and is in poor condition. Currently three fuel dispensers are on the
dock and it appears that there have been up to six dispensers at one time. The depth of the
water along the waterward side of the dock is between 7.5' and 8' below the normal water
line. Harbor Village Creek is classified as SA water and is closed to shellfishing. The creek
is approximately 230' wide at the applicant's property and there is a federally maintained
channel adjacent to the property.
Located northeast of the fish house is a small dwelling positioned parallel to the shore. The
dwelling is approximately nine feet from an existing bulkhead. On the waterward side of the
bulkhead there is a three-foot wide strip of riprap along the shore.
PROJECT DESCRIPTION
The applicant would like to reconstruct and reconfigure an existing dock located along Harbor
Village Creek in Hatteras Village. The new dock will conform to the size of the existing
dock, but will be closer to the shore and will have three 10'x 2' finger piers to allow for the
mooring of up to six boats 50' in length. On the southwest end of the dock will be a 50'x 10'
pier running perpendicular to the shore, extending into the creek. Twelve mooring pilings will
be set in conjunction with the dock and pier to tie offiboats.
Fred B. Austin III
Bio Report
Page 3
The southwest end of the dock will abut an existing dock at the fish house also located on the
property. The landward corner of the new dock, where the two will abut, is approximately
3.5' waterward of the normal waterline and 7.5' waterward of an existing bulkhead.
According to the plans submitted the applicant proposes to set three new fuel dispensers at the
waterward end of the pier to replace the existing dispensers on the existing dock.
The proposed structure will result in the shading of 1,360 square feet of water, 560 square feet
more that the existing dock shades. No submerged aquatic vegetation was found in the area
where the applicant proposes to place the new dock and pier.
Harbor Village Creek is approximately 230' wide at the applicant's property and the existing
federally maintained channel is 150' wide. The waterward end of the proposed pier will
extend approximately 61.5' waterward of the normal water line. The enclosed plat of
Rollinson Channel, provided by the Army Corps of Engineers in Wilmington, indicates that
the proposed dock may extend into the channel, but the date and scale of the plat make it
impossible to precisely determine the location of the channel. The dredge depth of the channel
is between 10' and 12' below mean low water and the depth measured at the waterward end of
the proposed dock is 12' below the normal water line.
ANTICIPATED IMPACTS
11 The proposed pier may extend into a federally maintained channel.
21 The construction of the proposed dock will result in the shading of 1,360 square feet of
the creek.
31 The docking facility will provide moorings for six large boats up to 50' in length and
may result in an increase in the amount of fuel oil and debris in the adjacent water.
41 The increase in the number of boats will increase the traffic in and out of the applicant's
property.
51 No emergent or submergent wetlands will be disturbed.
61 Temporary localized turbidity will occur during construction of the dock and pier.
7] No archeological sites, remnant species or geological formations are known to be
associated with the property in question.
81 No submerged aquatic vegetation was found in the project area.

Fred B. Austin III
Bio Report
Page 4
CAMA REVIEW
A Land Use Plan consistency determination will be submitted in a separate letter by John
Thayer.
Submitted By: Lynn Mathis
Date: December 4, 1996

Form DCM-MP-1
N ? 19'6. -,
O
A
ATI
LI
PP
(To be completed by all applicants)
b. City, town, community or landmark
/-•I-A 7TH e/?"S
1. APPLICANT
a. Landowner:
Name
Address
City /74 L/a L! --- State •
Zipo;2 79 (71J Day. Phone
Fax
b. Authorized Agent:
Name 6;Q ?y a.
Address "O / Edx 2-S-1
City ?- State
?Y
Zip Day Phone b•
Fax
secondary oad number
c. Street
d. Is proposed work ithin city limits or planning
jurisdiction? Yes No river,
e. Name of body of watq nearest project (e.g. l1ri
creek, sound, bay) t fl? ?R?or2
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
00 cLC??? ?ant?r
ERs----
!? lrLtuLQ/1 ! i Li
lot z ?25
Is the proposed activity maintenance of an existing
project, new work, or both?
c. Will the project be for public, private or commercial
use? C0MM0(LC, E
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 ' 6 2 Comm,
Sh,-n 2 /QC F iS
e / OCKS'
c. Project name (if any)
NOTE: Permit will be issued in name of kmdo"er(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
Revised 03/95
Form DCM-MP-1

OCT - 3 1996
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1,3 QC. Ps
b. Size of individual lot(s) 1S6"f"11e-
c. Approximate _plev tti ? of tract above MHW or
NWL T49 0
d. Soil type(s) anexture(s) of tract
e. Vegetation on tract q-p_?eS o o Pi A
f. Man-made featurqs now on tra tot 121 d, W
(1n U y4 (3 1hd QS tL S E "A)
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? (? Yes No
(Attach zoning compliance cerrificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes No
1. Are there wetlands on the site? Yes V/ No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and.residential d' charges.) )OCE
o. Describe existing drinking water supply source.
?ublr?
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy or 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 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. 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 or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
)A
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by 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 _ ?iyb), n) 5$ep-
Address •o. c Z 3
Phone ?? -- X11 4' e1g4, -Z/ 4
Name/
Address t &NE c- v Z79 y3
Phone / - yi -7 Z' S y
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.
SEa d 4Z;ST1A,Z
49y - 04:7/ 114 • N ?Yt 8&fZ_4-, ;Z:_
• 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.
• 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.
I. .
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 the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 30 day of C , 19
Print Name L3
Signature r,e
Landowner or Authorized Agent
Please indicate att
project.
y eDCM MP-2
_ DCM MP-3
_ DCM MP-4
_ DCM MP-5
_ DCM MP-6
achments pertaining to your proposed
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP4
OCT j 1996
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial -Community _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) a?d/or Pier(s)
(1) Commercial -Community _ Private
(2) Number- Qcx_x = t??'.? E
(3) Length
r (4) Width of water body
(4) Width (5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes No shoreline
(i) Number
(ii) Length / f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width -Z.,' (1) _ Commercial -Community _ Private
(6) Platform(s) Yes ?o (2) Number
(i) Number (3) Length
(ii) Length (4) Width
(iii) Width
(7) Number of slips proposed (e--117 g. Other (Give complete description)
(8) Proximity of structure to adja ent riparian
property lines; -7/9 lxle7lelt en L.Y/Pl
(9) Width of water body ?S
(10) Water depth at waterward end of pier at
MLW or NWL / .--/
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width Applicant or Project Name
?(?+?C -`
2-7-7-
c. Groin (e.g. wood, sheetpile, etc.) -
Signature
(1) Number 9
/
(2) Length(s)
Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
i
Revised 03/95
/PlIN
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CORPS OF ENGINEERS
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SCALE OF MILES
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CORP$ OF ENGIN°__RS WILMINGTON, N.C•
NAR REVISED SEPT. 1977
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. LOCATION SKETCH, N.T.S.
LEGEND
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COVERED DECK
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IL-AGE ARE
Ir.13-77 .0
y ``OPOSED I8' BOAT SLIP9
~1 _ `
i coves ?'ROPOSED`, ?- ----?
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12LD?ORY n,?xs 46. 23' 9W .- ?-?? AItUf
194.31' ( P_N11L -
LINE B-C IS AN AGREED UPON LINE
BETWEEN FRED B. AUSTIN, Ill,
AND HATTERAS MARLIN CLUB, INC,
FRED B. AUSTIN, III
REPRESENTATIVE FOR HATTERAS MARLIN CLUB, INC,
NOTE: SURVEY BASED UPON PHYSICAL E'
FOUND AS SHOWN. MERIDIAN FOR SURVEY
BASED UPON RECORDED BEARING
FOR LINE A-B PER
FREDDY D. RANKIN, R.L.S. PO BOX 121, SOUTH BUCCANEER DRIVE
FRISCO, NC 27936-0121
19191 995-4405
I, Freddy D. Rankin, certify that this plot was
drawn under my supervision from an actual„jurvey
made under my supervision (deed dssq[IptI'on
recorded In Book, page-3: that the boundar-
les not surveyed are clearly Indicated as drawn
from information found In Book- page-;that
the ratio of precision as calculated Is I: 000o ;
that this plat was prepared In accordance wllh
G,S. 47-30 as amended. Witness my original
signgt?urs, registration nurpDer and seal IpIs
_ -LL? day of -,:i em6 , AA 19.-1 .
Freddy D. RaRkl , R.L.S., L-2 58
?' g131'g62A YI
•' •' •? 155.12'
N 43' 25' 06" E B?
_.. ., ..._ SET.
? E?sEr,FNr to N/F
IW Ico ENfERP+IKS, NEW HATTERAS MARLIN
INC -
?•- CLUB INC.
?ISTIADZ
t-I?A
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SURVEY / SITE PLAN FOR:
FRED B. AUSTINo I I I

HATTERAS, NC OCT ;- 3 1996
TOWN HI
HATTERAS DARE NORTH CAROLINA
DATE FILE I'K*40ER FIRM ZONE PIN NUMBER
9/17/96 16-955 AE 06 9585 20 71 7735
06 9565 20 71 6726
SCALE FD/PG BASE FLOOD EI.EVATIOIi ZONING
I" = 50' 045/60 6' R2-A
PC -C', SL 146D
DB 632, PG 444
n.? I i - i'""Lt. Gl," -" JAYL11
3753-18 0855 D 4'
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covglp3 i;. ^ ^ PROPOSED

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LINE B-C IS AN AGREED UPON LINE
BETWEEN FRED B. AUSTIN, I1I,
AND HATTERAS MARLIN CLUB, INC.
I STORY
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D B. AUSTIN, III
REPRESENTATIVE FOR HATTERAS MARLIN CLUB,INC,
NOTE: SURVEY BASED UPON PHYSICAL EVIDENCE
FOUND AS SHOWN. MERIDIAN FOR SURVEY
BASED UPON RECORDED BEARING
FOR LINE A-B PER
--- - ----- - - --
N/F
NEW HATTERAS MARLIN
CLUB INC.
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F'REDDY D, RANKIN, R.L.S.
PO BOX 121, SOUTH BUCCANEER DRIVE
FRISCO, NC 27936-0121
19191 995-4405
1, Freddy D. Rankin, certify that this plat was
drawn under my supervision from an actua?jurvey
made under my supervision (deed desG{(pftTjon
recorded In Boob..,,,,, page_); that the boundar-
I" not surveyed are clearly Indicated as drawn
from Information found In Book, page-,,;that
the ratio of precision as calculated Is I: 10000
;
that this
l
t
d I
p
was prepare
a
n accordance with TOWNSHIP
G.S. 47-30 as amended. Witness my original
signgture, registration nu ber and seal _tpIs 77
L
^ HATTERAS
__.
_
day of A.D. 19
? DATE Fl
l
?- 9/17/96
21 - •------?-- SC AL E FEE
SURVEY / SITE PLAN FOR:
FRED B. AUST I Ne I I I
16-955
. Freddy D. Rfl? 1 , R.L.S., L-2958 I" = 50' 045/60
PC "C", SL 146D
RECl-1',
HATTERAS, NC OCT = 3 1996
DARE NORTH CAROLINA
FIRM ZONE PIN NUMBER
AE 06 9585 20 71 7735
06 9565 20 71 6726
BASE FLOOD ELEVATION ZONING
6' R2-A
375348 0855 D 4'

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? IBLDTORY a 40• Y3. no. W to. C i KT
(??.91' (p [k NAU.
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LOCATION SKETCH, N.T.S.
LEGEND
O EXISTING CONCRrTE MONUMENT
0 EXISTING IRON STAKE
O PI( NAIL
* POWER POLE
... WOOD FENCE
CHAIN LINK FENCE
CLL? DECK
COVERED DECK
N
Ll
C
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U
LINE B-C IS AN AGREED UPON LINE
BETWEEN FRED B. AUSTIN, III,
AND HATTERAS MARI-IN CLUB, INC,
1y 1
I
\ • •
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\ • , STORAGE

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• ' ' ..• TANKS
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55,478 S.F.
TO TIE LINE

N 53'2!'• ?""
E A r65;S4' -•- N 43 25' 06'.E
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sIt3 t-0
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160,12.
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FRED B. AUSTIN, III
REPRESENTATIVE FOR HATTERAS MARLIN CLUB. INC.
NOTEI SURVEY BASED UPON PHYSICAL EVIDENCE
FOUND AS SHOWN. MERIDIAN FOR SURVEY
BASED UPON RECORDED BEARING
FOR LINE A-B PER
FREDD'Y D. RANKIN, R.L.S.
PO BOX 121, SOUTH BUCCANEER DRIVE
FRISCO, NC 2793G-0121
(9191 995-4405
l,?Freddy D. RoAln, Cortlfy? that that this plat was
drawn tinder my, et"rvlslon from an actual survey
made under my supltrvIelon (deed description
recorded In Doak; - , pape,_...,.1; that the boundar-
Iep "I surveyed are clearlyy IndIC0led as drawn
ftpm Informollon.found .I111 boon , pogo ,that
I1rrofl4 of rr0ls?pet asi tla)JtulMed Is hjj%Q Ll.
thOAhls plat was Wepo4d' In oomdonce with
Q.$. 47-30 as Ilrnettrted..; Nttneu my original
pl 17,4 e, replslro11ot1 na Der M reat_
^ day A.0 .D, 19--'&L
,
Freddy D. R In, R.L.9„ L-2958
AKwt11T To N/F
• •' - ?A FAllICO[NiW11IrEe NEW HATTERAS MARLIN
INC. CLUS INC.
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v,
20 ?I
o I
O E4
SURVEY / SITE PLAN FOR:
FRED B. AUSTIN, 11.1
HATTERAS, NC NOV 1 9 1996
HATTERAS DARE NORTH CAROLINI
ATE FILE 10UMMA FIRM ZONE PIN NUMDER
9/17/96 16-955 AE 06 9585 20 71 7'35
06 9505'20 71 8726
SCALE y DAiE FLAOO tEVA IIK/ O ING
I" = 50' 045/60 6' R2-A'
PC 'C-, 6L, 1490 . , .
22 ea PQ 444. 3.75,348 085 D. 4'
A/C
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