20090305 Ver 1_DCM Permit_20091113

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PermtE CI s Permit umber
NE W
0a-D3o5
STATE Of _%4OR'TH CAROLINA
Department of Environment and Natural Re
and
Coastal Resources Commission
RrMIt
for
143-09
source
No V 1 3 2009
MTER PV"
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Currituck County, PO Box 39, Currituck, NC 27929
Authorizing development in Currituck County at Currituck Sound, 1100 Club Road,
Corolla as requested in the permittee's application dated 117/09, including the
attached workplan drawings (4), dated 8/28/09
This permit, issued on October 27, 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.
Upland Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the development of the boardwalk, 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.
2) All portions of the permitted boardwalk located within 30 feet of the Normal Water Level shall be
slatted, wooden and elevated
(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
March 6, 2014
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 DENR and the
Chairman of the Coastal Resources Commission.

James H. Greg-son, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
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Currituck County Permit 4143-09
Page 2 of 4 h
ADDITIONAL CONDITIONS
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i
4 Bulkhead
r
3) The alignment of the permitted bulkhead shall be done in accordance with the attached workplan }
f drawings.
X
4) The alignment of the permitted bulkhead shall be staked by the permittee and approved on site by a
14
Division of Coastal Management representative prior to initiation of construction.
5) The bulkhead shall be constructed prior to any backfilling activities.
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
7) 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.
8) All backfill material shall be clean and free of any pollutants except in trace quantities.
9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
10) No backfill material is to be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead.
11) No fill material shall be placed at any time in any marsh or surrounding waters outside of the alignment
of the fill area indicated on the workplan drawings.
12) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
RipRap Shoreline Protection
13) The alignment of permitted riprap, including the waterward toe, 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.
14) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
15) The riprap shall consist of clean rock or masonry materials such as but not limited to granite, marl, or
broken concrete.
Currituck Countv Permit 4143-09
Pa;e 3 of 4
ADDITIONAL, CONDITIONS
Off-Shore RipRap Sills
16) The alignment of off7hore sills shall be staked by the perrzittee and approved by a representative 0F i flip
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.
17) The authorized off-shore sill shall adhere to the alignment depicted on the attached workplan drawings,
including location and design to allow for the movement of the aquatic organisms.
18) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
19) The sill material shall be free from loose dirt or any pollutant. The material shall be of a size sufficient
to prevent their movement from the approved alignment by wave or current action.
20) The offshore sills shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
21) The sills shall be marked at 50-foot intervals with yellow reflectors extending at least three feet above
normal high water level.
22) No portion of the offshore sills shall extend more than 2' above the normal water level.
23) The base of the offshore sill structures shall not exceed a maximum of 8 feet in width.
24) No backfill of the sills or any other filling of wetlands, estuarine waters, public trust areas or high
ground is authorized by this permit, outside of the area indicated on the attached workplan drawings.
Sedimentation and Erosion Control
25) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
26) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
27) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
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"urrituck County Permit #143-09
Page 4 of 4
ADDITIONAL CONDITIONS
} General Y
$ 3) All wetland plantings in Currituck Sound and the man made basin shall take place in accordance with
the project narrative dated 1/12/09 and in accordance with that attached workplan drawings labeled C-3
and dated 8/28/09.
29) The permittee understands and agrees 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
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.
E 30) 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.
31) 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
f permitted activity without having it transferred to a third party.
f
Y' 32) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall 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.
33) 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.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
09-0305.
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NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-200900594, which was issued on 6/18/09.
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~O BULKHEAD 25k00 ~asie+c / ' , 4 ~ PLACED NO MORE auLKHEao / ~ ~ 8:1 SLOPS AND PLANT
w ~ ~ ~ .THAN 3" FROM h ~ - ~ ' o _ _ ,_u EXISTING BANK h ~ f~ ~ WITH WETLAND PLANTINGS Williamsburg, Virginia 23185
a a ` 757-220-0500 • FAX [phone] ~
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CREST ELEV.=2.0' p ~ SAND BERM { l
DUNE GRASS _ - 7 ` rox _ - - _ ~ I No. Revision Date Appvd. -75' AEC-----;-_
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BEACH ' i + + 6+00 _ ~ ~ 0.5 CLOSURE ,r" r 9+00 8+00~'++'+~`+ 7+00 B SF _ _ - - ' ~k _ ~s--"~+' .~-+~+~+'0 # ;X~~i+^,3'~-__ 2 I~~ - _ \ Scale In=50~ Dateo A b t + + + + s ;=.,r. _ ~ / UguS 28, 2009 ~ + +
} . e ;~;tr ! ~ IMPACT - I - - - R =-k:-- : + + j 30 BUFFER - r ~ Project Title 30 BUFFER ' +~t..;y-~~-' +..y ~
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- / - - 'SAV- _ . ~ E~snNC ~ V IMf A ~ ~ ~ ~ acs -SPV ~ ~ / ~ / - ~ _ , _ ~ IMPp IMPACT 26 SF. -R~'r ~ I Whalehead Preservation Trust
.5, i REVEn"EN - w , i ~ IMPACT 19 SF. 200 LF.t REVETMENT
n . J. ,~~k- ~ ~,I _ ^ ' CREST ELEV.=3.5" (NO APRON) ~ I Corolla, North Carolina
~ ~ 1,077 LF.t REVETMENT ENT Issued for
=~~t~ ~ CREST ELEV.=3.5' E v
'~~F ~ ~ c:~ j, kph g MAINTAIN ~ REMi~VE"`BROKEN CONCRETE X Agency Review
~ t~ k% ~ EXISTING j ~ ~ DEBRIS FROM BEHIND EXISTING 300 LF.t SILL ~ , gP VEGETATIONS WETLANDS, GRADE AND
~ ~ : I; / 1,077 LF.t REVETMENT CREST ELEV.=2.0' ~ ~ ~ . ,I -~F ~ SMOOTH CLEARED AREA AN>~ ~ y ~ ~ I CREST ELEV.=3.5' ~ - x~
r , ~ ~ ~ ~ REVEGETATE WITH Spartlna . - ~,a,
~ Patens a ~ . a, ~ ~ _ ~.__e.~.. ~ _ o aa, ~ _ _ ~ Not Approved for Construction
a, , Drawing Title
a., , ~ , ° _ _.e. i V~ 't
/ I ' 0 ~ ~ t ~ - ~ 1,077, LF.t REVE1'tvfENT - ' ~
/ n:.R'', CREST ELEV:=3:5~ 1 a~ ay,>~r,' ~~E Layout lan
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~ ' BEACH ' ~ ~ Drawing Number
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CREST ELEV:~-2.0" °'~x'_.. ~
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w
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Project Number
32473
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Transportation
Land Development
Environmental Services
351 McLaws Circle, Suite 3
Williamsburg, Virginia 23185
757-220-0500 • FAX [phone]
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N N
O ~ PEAT PLUG
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BACK FILL ILL ~ : " SOILNDED
WITH SAND FILL _ 4ND FILL ~
er e t lant~n etai tiny Detail
N.T.S.
HORIZONTAL
6 , _ _ _ _ _ _ . - _ _ _ _ . _ _ 6 0 5 10
200 LB TO 600 LB SAND PLANTING ~ `
ARMOR STONE 4 _ _ - _ - ~ _ - _ CREST ELEV ~F2 MEDIUM 1" THICK ~ EXISTING GROUND 5 ~ 5 1 O _ . ' 4
~ EXISTING GROUND a I VERTICAL
~ ~ 2 _ _ _ _ _ _ _ ~ i___ ~ SCALE IN FEET ~ 2
.1 ~
NORMAL WATER LEVEL _ ~ _ _ _ . ' _ _ ~ - ~ 0
2" AT 3:1 PATENS PLANTING E
2 . _ _ _ _ _ _ _ _ M..___ _ . _ . _ 2
1, SET THE STAKES, 2. EXCAVATE A 4°X 4"' TRENCH ' UPSLOPE ALONG THE LINE OF ( FILTER FABRIC -10' AT 10:1
STAKES. - _ _ USE',EXISiiNG-~--- BLACK NEEDLE RUSH I SE EXISiiNG-~----- _ _w_..__ _._.._PLANTING TERRACE _ _ _ i - 4
CONCRETE AS 6'MA CORE MATERIAL- ONCRETE AS ORE MATERIAL
. - 6 - - ~ _ ~ ~ _
~ / ~ i ~ -60 -40 -40 -20 0
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1 111 do -
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- No. Revision Date ppvd.
FLOW r- r- Designed by Drawn by Checked by
TOP OF TOP OF BERM ELEV.=+5 PLANT SPARTINA PATENS _ _ _ ___m~ 6 ___....t, _ _ . CAD checked by Approved by
6 I_-- - _ III - fll ' 4" CREST ELEV.=+3.5 ~ 5' E / Sacle , Date
- _ ~ ~ ~ ~I i 1 -5 August 28, 2409
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 4 " -300 L8 TO 900 LB 1f/ - Project Title
TO STAKES AND EXTEND THE EXCAVATED SOIL. ~ ARMQR STONE r' IT INTO THE TRENCH. ' ~ ~ SAND FILL ' . ~ III LL ~ EXISTING POND ~ ~ _y= W - - ~ _ _ _ 2 Whalehead Club
Q ® ® ~ - ~ I
I NORMAL _ _ ~ 15" BERM
WATER LEVEL 0; ~ - - _ --.~--1- ~ ~ v o Shoreline Protection
ti / / ~ EXISTING BROK - 2 _ _ _ _ _ . I EXISTING BROKEN ~ C, ONCRETE ' - 2 Whalehead Preservation Trust
~ II ~ FILTER FABRIC , _ , _ . _ ~ _ - _ 4 Corolla, North Carolina
- ~ • FLOW I l Issued for.
6
Iii = iu - 6 0 - 40 - 2 0 0 Agency Review
SHEET FLOW INSTALLATION 1
(PERSPECTIVE VIEW) e t ctl -
NotApproved for Construction
FLOW Drawing Title
A A _ _ _ _ _ _ _ _ _ _ _ . PLANT SPARTINA PATENS
\ B ~ PLANT SPARTINA PATENS BLACK NEEDLE RUSH ~ Typical Sections
PROPOSED GRADE _ _ _ _ _ _m~__ _ 4 PLANTING TERRACE
4
1~ 1 1 1 1 i I 1 1111! EXISTING ~ ~ - - ° - j GROUND ~ - - ~ ~ And Details _ _ ___I__~ _ _ _ _ _ _
10.1 _ _ - f ~ ~
~ NORMAL V ~ ` ~ $.1
POINTS A SHOULD BE HIGHER THAN POINT B. O'~ , O WA F WATER LE EL E
DRAINAGEWAY INSTALLATION -EXISTING GROUND PROPOSED GRADE
(FRONT ELEVATION) _ _ _ _ _ _ _ _ i i 1 __.w._ ~ € Drawing Number
• a I E Construction Of A S~It Fence ~thout Wire Su ort ___.il _4 _4~_______ _ _ _ s______~____ _4
PP _ _ - _ _ . _ . _ I 4 4
N.T.S. ~ c I
-40 -20 0
Sheet of
1\4~1Clli~ C11 ?~111 G ?.~G~lltJll 3 3
Typical Bay Beach Section C-C
Project Number
32473
32473-SECTIONS.DWG