20090831 Ver 1_DCM Permit_20091214

Permit Class Permit dumber
NEW 155-09
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STATE OF NORTH CAROLINA
Department of Environment and Natural Resources d13 - OE3
and
Coastal Resources Commission
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for
X Major Development in an Area of Environmental Con=
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pursuant to NCGS I I3A-118 X Excavation and/or filling pursuant to NCGS 113-229 D E C 1 4 2009
Issued to Maritime Siblings, LLC. PO Box 4549, Emerald Isle, NC 28594 oErMD$TJRMWATER WATR
? , , wETU4NDS ANO ST BRANCH
Authorizing development in Carteret County adi. to Bogue Sound on the north side of Emerald
Isle, at the existing Island Harbor Marina, as requested in the permittee's application dated 6/22/09, including the
attached workplan drawing (13), all dated 4/23/09
This permit, issued on December 8. 2009 , 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
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Marina
1) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location. The pumpout shall be operable and
maintained for the life of the marina.
2) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division of Coastal Management to ensure that the required pumpout facility is in
place and operable.
(See attached sheets 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 Division approval.
All work must cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
James H. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
January 23, 2014
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
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Maritime Siblings, LLC. Permit # 155-09
Page 2 of 5
ADDITIONAL CONDITIONS
3) The marina shall display a sign showing the location of the on-site pumpout facility, including other
r appropriate waste disposal information, at the entrance and exit from the main piers.
4) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is fesponsible. This prohibition shall be applied and enforced throughout the entire existence
of tl?e permitted structure.
5) Unless specifically altered herein, this permit authorizes only the reconfigured docks, piers, and other
structures and uses located in or over the water that are expressly and specifically set forth in the permit
application. No other structure, whether floating or stationary, shall become a permanent part of this
marina facility without permit modification. No non-water dependent uses of structures may be
conducted on, in or over public trust waters without permit modification
6) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
7) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
8) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
9) This permit authorizes a maximum of 65 formalized boat slips.
Excavation
10) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
April 1" and September 30th of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
11) The permittee shall contact the Department of Environmental Health, Shellfish Sanitation and
Recreational Water Quality Section, a minimum of 14 days prior to the initiation of dredging activities
so that appropriate temporary shellfish closures, if necessary, can be implemented.
12) Excavation shall not exceed -6.0 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
} Maritime Siblings, LLC. Permit # 155-09
Pate 3 of
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ADDITIONAL CONDITIONS
A
A
13) The temporary placement or double handling of excavated materials within waters or vegetated wetlands
is not authorized.
Spoil Disposal
14) Prior to the beginning of any dredge activities, the spoil disposal area shall be inspected and approved by
the Division of Coastal Management.
15) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands or surrounding waters.
16) No spoil material is to be placed within 30 feet of the normal water line.
Shoreline Stabilization
17) The authorized bulkhead shall adhere to the alignment depicted on the attached workplan drawings.
18) The authorized bulkhead not extend waterward more than 2' feet from the existing bulkhead at any point
along its alignment at the time of construction.
19) The alignment of the authorized bulkhead shall be staked by the permittee and approved by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
any construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
weather conditions shall require the alignment to be restaked by the permittee and re-approved by DCM
within a maximum of 30 days prior to the new expected start of construction.
20) The bulkhead shall be constructed prior to any backfilling activities.
21) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
22) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
23) All backfill material shall be clean and free of any pollutants except in trace quantities.
24) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
25) No backfill material is to be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead.
26) All fill material to be placed below normal high water level shall be confined behind the permitted
bulkhead.
Maritime Siblings, LLC.
Permit # 155-09
Page 4 of
ADDITIONAL CONDITIONS
Upland Development
27 Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including but not limited to the dry
stack storage facility, restaurant, ship store, travel lift, bathhouse, vessel maintenance facility, elevated
wooden parking lots, retaining wall, wastewater treatment basins, all roads, sidewalks, utilities, and
infrastructure associated with the development of the above referenced property, all as expressly and
specifically set forth in the attached permit application and workplan drawings. Any additional land
disturbing activities and/or construction may require a modification of this permit. Contact a Division of
Coastal Management representative at [phone] for this determination.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. The plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
28) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
29) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Stormwater Management
30) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW080908,
which was issued on 5/22/09. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.
Easement
31) The permittee may be required to apply for a submerged land lease from the Department of
Administration's State Property Office. Contact the Department of Administration's State Property
Office directly at [phone] for this determination. Should it be determined that an Easement is
required, the permittee shall supply a copy of the easement to the Division within 30 days of issuance of
the Easement.
Maritime Siblings, LLC. Permit # 155-09
Page 5 of 5
ADDITIONAL CONDITIONS
General
, t„ a
The permittee understands and aRr b?ees that, if future ., operations ., by ? the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the t
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
33) No vegetated wetlands shall be excavated or filled, even temporarily.
34) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to any approvals
required by the Town of Emerald Isle.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
090831.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2009-1487.
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STORMWATER DATA
TRACTAREA=
NEEE TRACT WITHIN 575'AEC 332,409.93 SF 7.6311 A C
UPLANDS = 324270 SF 7.4442 A C
WETLANDS =
% WETLANDS = 8,139
2.45% SF 0.1868 AC

PROJECT TYPE =
RECEIVING STREAM =
STREAM CLASS; INDEX= REDEVELOPMENT
BOGUE SOUND
SA/ORW;20-36-0.5

EXISTING IMPERVIOUS TO REMAIN = 1,868 SF

PROPOSED IMPERVIOUS
BUILDINGS =
64,625
SF
PARKING = 61,828 SF
CONCRETE BOAT RAMP= 11,599 SF
MISCELLANEOUS = 2,300 SF
TOTAL = 140,352 SF

TOTAL IMPERVIOUS = 142,220 SF

TOTAL % IMPERVIOUS = 42.78%

DESIGN STORM = 2 INCHES

BMP BASIN NO.1

AREA AT TOP EL 6.6 12,130 FTZ
AREA AT BOTTOM EL 5.5 10,593 F- Z
DEPTH 1.1 FT
VOLUME 12,498 FT3

IMPERVIOUS
BUILDING = 42,019 FTZ DRAINAGE AREA = 102,544 SF
PARKING = 18,796 FTz %IMPERVIOUS = 59.31%
TOTAL = 60,815 FTC Rv= 0.05+.009 %IMP = 0.58

REQUIRED VOLUME _ (2"/12) x D4 x Rv = 9,977 FT3 INFILTRATION RATE=
DRAWDOWN= 6
1.88 IN/HR
HOURS
VOLUME PROVIDED= 12,498 FT3

BMP BASIN NO.2

AREA AT TOP EL 8.0 3,725 FTZ
AREA AT BOTTOM EL 5.0 1,925 Fr
DEPTH 3 FT
VOLUME 8,475 FT3

IMPERVIOUS
BUILDING = 22,880 FTZ DRAINAGE AREA = 97,562 SF
PARKING = 27,129 FTZ %IMPERVIOUS = 51.82%
EXSIDEWALK = 544 FT' Rv= 0.05+.009 %IMP) = 0.52
TOTAL = 50,553 FTZ

REQUIRED VOLUME _ (7/12) x DA x Rv = 8,396 FT" INFILTRATION RATE=
DRAWDOWN= 6
8.72 INIHR
HOURS
VOLUME PROVIDED= 8,475 FT3

BMP BASIN NO.3
AREA ATTOP EL6.0 1,285 FTZ
AREA AT BOTTOM EL5.0 670 FTZ
DEPTH 1 FT
VOLUME 978 FT'

IMPERVIOUS
'
300
14
SF
PARKING = 2,875 FT DRAINAGE AREA = ,
EXISTING OFFS17E = 2,654 FTZ
' %IMPERVIOUS =
P
= 38.66%
40
0
TOTAL = 5,529 FT Rv = 0.0 )
5+.009(%IM .

3 RATE= 6 IN/HR
REQUIRED VOLUME _ (2'112) x CA x Rv = 949 FT INFILTRATION
DRAWDOWN= 2.83 HOURS
3
IDED= 978 FT
VOLUME PROV

'
PROPOSED IMPERVIOUS TREATED =
PROPOSED IMPERVIOUS NOT TREATED= 114,243
27,977 FT
FT=
%IMPERVIOUS NOT TREATED= 8.42%
REVISIONS:
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NOTES -
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
MARINA SIBLINGS. LLC
C/0 GEORGIA MURRAY
P.O. BOX 4549 \ I \ i_y ?.; .f, _ p
%
EMERALD ISLE. NC 28594 p??"+??_ ?1L? \ I ` _ \%? \ - - r f"la
\ D /
252-354-2373 - ROGUE SOW WQ\
2• EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED P
TO A PERMITTED SITE. ' (SA-ORW)
MAINTENANCE PLAN \ dp
I.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED ' _ I ? I Tr..\ Lyt
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF ,rd•1 I 1 `?1(°• I I
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS * °. Nwn.u• i 1 1 ?'`'` ?-z' 1 1 1 ..+ I / / 1j \ 1/ !?
REWIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND y
FUNCTIONS INDICATED ON THE PLAN. \ \ s .?. r
2.SEDIMENT SMALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING fi:5' II? Ij tl 1 \ , / I 7 -«.,. ?L31,? ..p•
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. /l ` ! \ \ r `?•D . / R% / M ?•'Y"
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO ?Nv;I',A? / ''? \ y ,' ; ,,z• / a,? Ar •
ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. `,?,-.',•,??? ?` D' f tly _
404 WETLANDS Lib s - _ ri'.5 'i /' 41•?
COASTAL AFAR ?? .•I r \ \? \ 1 i ??o .a?%-? p\.D4 °' /
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i--LAND DISTURBANCE
-- 1 ?? $ s ! '1` \\\. ? ' ? ,,,\/ / ; i;?. /j / y>; ,'? LIMITS. 7AC
X
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r ? ?,•=?/?j/?'('I• J'f'\ 'l_ / Il???l >?' 1 `I ? ? \\\ ? ???? / / /i////' ':ill%r. ; ji; -?-+?--??r
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KND DR
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LEGEND
AC - ACRE
BLDG - BUILDING
CF - CUBIC FEET
CH. - CHORD --X- SILT FENCE
CL - CENTERLINE
DR - OR DR IVE VE WOOD PARKING/SIDEWALK
EL - ELEVATION
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD WETLANDS
EIS - EXISTING IRON STAKE
EDP - EDGE OF PAVEMENT COASTAL WETLANDS
EX - EXISTING
FE - FINISHED ELEVATION DRAINAGE ARROWS
FF - FINISHED FLOOR
FT - FEET ---IS-- EXISTING CONTOURS
INV - INVERT
LB - POUND PROPOSED CONTOURS
LF - LINEAR FEET,
MAX - MAXIMUM POWER POLE/UTILITY POLE
.IN - MINIMUM
N/F - NOW OR FORMERLY
REVISIONS: _
Au ffi D.QE DEMRPfd'
NTS - NOT TO SCALE
OHP - OVERHEAD POWER
---
OWD - OPEN WOOD DECK 160
PIN - PROPERTY IDENTIFICATION NUMBER ,` 1fepj 40 0 BO
S EROSION CONTROL PLAN
ISLAND HARBOR
R - RADIU
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mimiim?
RCP - REINFORCED CONCRETE PI
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EMERALD ISLE. CARTERET COUNTY. NORTH CAROLINA
.
S/
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SIP - SET IRON PIPE 0 , ..
SIR - SET IRON ROD • e O e• ?i
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CLIENT:. MARITIME SIBLINGS. LLC
URRAY ESIG ED:
ROC
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TRT'D - TREATED m 2g ?y C/O GEORGIA M
BOX 4549
P
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TST - TEMPORARY SEDIMENT TRAP • 17 / m'
- TYPICAL
i o .
.
ADDRESS:
EMERALD ISLE. NC 28594 GYT
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TYP
NHW - NORMAL HIGH WATER '?7 • • r
252-354-2373
RDC •
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`"'" `? •°?1'i,'
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181A RIGHNAY 24 gj23/U9
#10 OF 12 ••°: ?A ?? YOREREAD CITY, N.C.28557 :
i•yi?ii4a,M,;..;u (262)247'7479
SHEET 80
PROJECT #: PM1630 R NAI.D D. CULLIPHE ID•E•
DESIGN FILE #: PM1630 CONSTRUCTION.DGN
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C
1
LENGTH 5 15.71
00
O
= 20.
RADIUS
U CH-BEARING= S11351'04"W

NT4.06'44"E
INFILTRATION BASIN #1
SCALE: 1"= 80'
91
A
L
U?T
0
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: 5" FROM 70P 0
?n 3'O.C.TYPICAL
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7=_ CI=E
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TYPICAL " PLACED ON
FILTER FABRIC Soo
FLOW ,
.............. .,,,,„.„......
#3 BENT SECTION B-B

LEVEL SPREADER
SCALE: NOT TO SCALE
at
4'-,457 STONE
PLACED ON
FILTER FABRIC
A
I
Im...2 N Y
R3C, o a
<7
Z'o
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T w c STORAGE/BYPASS
'0p ELEVATION 6.4
i?
EGINNING
POINT
TOP OF WALL 7.0
TOP OF WALL 9-
13.50
S80'36'56"W
INFILTRATION BASIN #3
SCALE: 1"= 80
TONE RETAINING WALL
TRUCT PER MANUFACTURERS
IFICATION
"E O
CURVE DATA
LENGTH O = 21.61
RADIUS = 26.00
CH LENGTH = 19.21
CH.BEARING = S59°22'52"W
LENGTH ??\\ = 20.71
RADIUS V = 28.00
CH.LENGTH = 18.87
CH.BEARING = N30°37'08"W
LENGTH 0 = 16.83
RADIUS = 28.00
CH-LENGTH = 15.83
GE/BYPASS CH.BEARING = N46°11'09"E
TION 8.25 LENGTH ® = 25.22
RADIUS = 26.00
CH.LENGTH = 21.45
CH.BEARING = S43°48'51"E
O
w CLEAN OUT
BENCH MARK
?N (SEE DETAIL
riP THIS SHEET)
BOTTOM ELEVATION 5.0 0
Z SHWT 3.10 ^i

NNING
INFILTRATION BASIN #2
SCALE: 1"= 80'
13.50 SPILL CURB
N80'36'56"E
-TC6.5
FEG.0
LU?
TC6.5
FE6.0 FLUME LA TOP OF WALL 7.0
INV5.9 0 °a
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w
wq ?
OD A
CLEAN OUT
m= BENCH MARK
(SEE DETAIL
THIS SHEET)
"CLEAN SAND
SHWT*
BASIN BOTTOM EL SHWT*EL
2 5.00 3.10
3 5.00 2.00
*SHWT AS DETERMINED BY NCDENR
INFILTRATION BASIN 2 & 3
SCALE: NOT TO SCALE
APPKUXIMAItLi
EACH BASIN
ED POST
CLEARLY MARK
ELEVATION
BOTTOM EL CLEAN OUT EL
5.50 5.77
5.00 5.75
5.00 5.25 HOP BASIN 2 12" HOPE MANIFOLD
BASIN 2 12"X 8" TEE ¢ 6.0' O.C.
_I CI= n 3; CLASS A RIPRAP
._ rlW=iu APRON LENGTH = 4'
APRON WIDTH = SEE PLAN
1 18" HOPE II THICKNESS = V
2 12" HOPE 8"TEES BOTTOM ELEVATION
FLOW SPREADER
SCALE: NOT TO SCALE
SHEET #12 OF 12
PROJECT #: PM1630
DESIGN FILE #: PM1630 CONSTRUCTION.OGN "
INFILTRATION BASIN
CLEANOUT BENCHMARK
SCALE: NOT TO SCALE
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sFe. r 1 ?i C A Cf O s/,4
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4RALD D. CULLIPEi?
PM1630 CONSTRUCTIONAcin 6118/2009 9:11:26 AM -
REVISIONS:
ISLA MARINA BOA,
EMERALD ISLE. CARTERET COUNTY. NORTH CA
CLIENT: DE
MARITIME SIBLINGS. LLC
C/O GEORGIA MURRAY
ADDRESS: X
EMERALD ISLE. NC 28594 DF
PHONE: [phone]
$ STROUD ENGINEERING, P.A. D?
161A HIGHWAY 24
YOHEHBAD CITY. N.C. 28587
[phone]
;OLIN A
>IGNED:
RDC
4WN:
RDC
rE `
4/23/09
?LE
AS N:
OTED
BASIN BOTTOM EL SHWTi%EL
1 5.50 2.25
*SHWT AS DETERMINED BY NCDENR
INFILTRATION BASIN 1
SCALE: NOT TO SCALE
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IVE
JR, SOUND
LEGEND -x- SILT FENCE
AC - ACRE ® WOOD PARKING/SIDEWALK
BLDG - BUILDING
CF - CUBIC FEET
CH. - CHORD WETLANDS 80 40 0 80 160
CL - CENTERLINE
DR - DRIVE
EL - ELEVATION -41- COASTAL WETLANDS
EIP - EXISTING IRON PIPE DRAINAGE ARROWS SCALE: 180'
EIR - EXISTING IRON ROD
EIS - EXISTNG RON STAKE - 15- - EXISTING CONTOURS
EDP - EDGE OF PAVEMENT
EX - EXISTING _10-- PROPOSED CONTOURS REVISIONS:
FE - FINISHED ELEVATION
o. BY DATE DESCRIPTION
FF - FINISHED FLOOR POWER POLE/UTILITY POLE
FT - FEET ,,,,''till 1elhI,*#
INV - INVERT ,?\ Q.?H CqR ds i YT 6/17/09 CAMA COMMENTS
UND LF - LINEAR FEET ,`% % 0?••••CC••••e.:O?I
MAX - MAXIMUM `w •GsS/,0••
MIN - MINIMUM • ?// • " w
• • Q ? •'? GRADING d STORMWATER MANAGEMENT PLAN
N/F - NOW OR FORMERLY .. • • •
NTS - NOT TO SCALE
ms's ISLAND HARBOR
OHP - OVERHEAD POWER •
SEAL
OWN - OPEN WOOD DECK "o • 1 • 7? w MARINA
PIN - PROPERTY IDENTIFICATION NUMBER e• ? ?? ? ,?
R - RADIUS n • •
RCP - REINFORCED CONCRETE PIPE Q e6 ,A . EMERALD ISLE. CARTERET COUNTY, NORTH CAROLINA
ROW - RIGHT-OF-WAY CLIENT SIGNS :
RW - RETAINING WALL 1, sA : MARITIME SIBLINGS, LLC RDC
?, °o,`Yjd\7 40 ??. i? C/O GEORGIA MURRAY
SF - SQUARE FEET X'- E.•oaom i
P.O.
DRAWN:
- SET IRON PIPE a'Fa4e^rj ;` yd's ADDRESS: EMERALD XISLE, 9 NC 28594 GYT
SIR - SET RON ROD
' TRT'O - TREATED ?'???ipgiweriYl'••• PHONE: [phone]
TST - TEMPORARY SEDIMENT TRAP RDC '
TYP - TYPICAL .
NHW - NORMAL HIGH WATER A mom ENGINEERING, P.A. RDC
• SKEET 95 OF 12 _• 1V ! 151A HIGHWAY 24 -- DATE:
PROJECT #: PM1630 MOREHEAD CITY,N.C.28557 4/23/09
DESIGN FILE #: PM1630 CONSTRUCTION.DGN RO ?+lLD D.CULLIPHER P.E. [phone] A
1 "= 80' i