20071669 Ver 1_DCM Permit_20080519

Permit Class o-r F p'1 - 1 b LP Permit Number
q
NEW 76-08
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission'
^J
ihrmtt U$
4 for Y J k Ail ?AND YHr try QUAUly
X Major Development in an Area of Environmental C;onc8RMWATERBRMCH
s pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Inner Banks Development, LLC, 416 Riverside Drive, Washington, NC 27889
Authorizing development in Beaufort County at adi. to the Pamlico River, at the end of Cypress
Shores Rd.. near the City of Washington , as requested in the permittee's application dated 6/26/07. including the attached
workplan drawings (5), 1 dated revised 9/7/07, 2 dated received in Morehead City on 10/10/07, 1 dated 5/7/08, and 1 dated revised 5/7/08.
This permit, issued on May 13.2008 , 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.
Docking Facility
1) Due to concerns raised by the Division of Marine Fisheries and in order to be found consistent with 15A
NCAC 07H.0208 (b)(6)(J)(i) of the Rules of the Coastal Resource Commission, the observation pier
extending into the Pamlico River shall not extend more than 150' feet beyond the normal water level.
2) Except as altered herein, this permit authorizes only the 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, may become a permanent part of this docking facility
without permit modification. No non-water dependent uses of structures may be conducted on, in or
over public trust waters without permit modification.
(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
December 31, 2011
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

James 41. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
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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Inner Banks Development, LLC Permit # 76-08
Page 2 of 4
ADDITIONAL CONDITIONS
The authorized covered gazebo shall not be enclosed. Any material used on the sides shall net obstruct
} view and must be permeable to air and water. Screen or wire on the sides along with benches and knee
walls are permitted. Lattice is specifically excluded from being used under this authorization.
4) The roof of the covered gazebo shall not be designed for second story use.
5) 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.
6) 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.
7) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor. This corridor is determined
by drawing a line parallel to the channel, then drawing a line perpendicular to the channel line that
intersects with the shore at the point where the upland property line meets the water's edge.
8) In order to ensure compliance with Condition No. 7 of this permit, an as-built survey showing the
location and dimensions of the constructed structure, and the distance to the neighboring riparian
corridors, shall be performed on the facility, and copies of the survey shall be provided to the Division
of Coastal Management, within 60 days of completion of construction.
9) 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.
10) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
11) This permit authorizes a maximum of ten formalized boat slips.
Excavation
12) Excavation shall not exceed -5 feet below normal water level. In no case shall the depth of excavation
exceed the depth of connecting waters.
13) No coastal wetlands shall be excavated or filled even temporarily.
14) The temporary placement or doubling handling of excavated materials within waters or wetlands is not
authorized.
Y
15) The area of excavation shall not exceed the area depicted on the attached workplan drawings
! ?? ii-}r:'?}??;?y?.<K4YY?+v}??:h!'a,?iv{,WrYIA'-Yr:^C, ?i6 r:.,r..cw?'-iiM4?U??f+>i?r`?i4(??GSn?}.T?kC :?`?S?.?Y.y.R:+n:?'r•hl:?Fih%CK?Y?•XKwtiJ.Nn^-}.yG4`? f?}? :,"nrh:? e!uiK-N :.r.l Y?:•, ?rNA+ri }p4'?f, .......h?.?.ti?JGK'?nY!?r4?.?f
Inner Banks Development, LLC Permit # 76-08
Page 3 of 4
1 ADDITIONAL CONDITIONS
Spoil Disposal
16) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any coastal wetlands or surrounding waters.
17) No spoil material is to be placed within 30 feet of the normal water line.
Shoreline Stabilization
18) Unless specifically altered herein, this permit authorizes the removal of the two existing jetties located
on the Pamlico River and the bulkhead that are expressly and specifically set forth in the workplan
drawings.
19) The alignment of the authorized bulkhead shall adhere to the alignment depicted on the attached
workplan drawing.
20) The bulkhead shall be slatted in areas adjacent to wetlands.
21) The bulkhead shall be constructed prior to any backfilling activities.
22) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
23) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by division personnel. No excavation landward of the bulkhead is permitted
except for that which may be required for the construction of the bulkhead wall, riprap, deadmen cables,
etc.
24) All backfill material shall be clean and free of any pollutants except in trace quantities.
25) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
26) 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.
Upland Development
27) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the referenced property, including but not limited to all parking
areas, utilities, and infrastructure associated with the development of the single family residence, all as
expressly and specifically set forth in the attached permit application and workplan drawings.
28) This permit does not authorize the removal of the existing culverts, any such request shall require a
modification of this permit.
Inner Banks Development, LLC
ADDITIONAL CONDITIONS
Sedimentation and Erosion Control
Permit # 76-08
Page 4 of 4
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must 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, A) 943
Washington Square Mall, Washington, NC 27889.
29) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
30) 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.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Stormwater Management
31) 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. SW7071004,
which was issued on 2/12/08. Any violation of the permit approved by the DWQ shall be considered a
violation of this CAMA permit.
General
32) 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.
33) No wetlands shall be excavated or filled outside the area indicated in the attached workplan drawings.
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: 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 General Water
Quality Certification No. 3642 (DWQ Project No. 07-1669), which was issued on 2/14/08.
t
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2007-03737.
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O.B. 4671, PO 0145
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WASHINGTON. NC 17604 BEAUFORT COUNTY
a RECORDED REF}ppCE_ 0.4 1477, PG 155-150
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2 ~ ~ I ~ \ N W NPS 3.5' 404 WETLANDDAND AE I j I I ~ W Z
~I I ~ CONSERVATION EASEMENT 1G~ 1 z ~ O d-
~ ~ ~ ~ I ~y ti pq}'~ h ~ , Sc x ~ 5.0' BOARDWALK TO BE n, BUATi'ED \ 15 Pf R ~aA~~§~. o 'Y^ TD BE DEDICATED ~ j N ~ 3 X 15' ;~;y ~ CO
MI " ~ C!<y NIMUM OF 3.0 TO E
~ BOTTOM OF STRUCTUR AD rQP , .3
FROM GROUND. - V \ ELEV. = 3.5' ~ ~ 97 OIUMc
_ NP fkCAVA OF SLIP; \ _ ~F 404 W nON NME OF gS'gg % DF ~pLAND UPLAND ~ / i ~ ~ ~ ~ 74AVgnDN SIPS Ek pROP NPS M ~,~~'.S'S:bS 1
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' NATION \ AREA TD BE EXCAVATED \ A 44! 4488 EL--4, E~„ NP '~lu~„LE',9ti.6S_N _ ~ ~3 / ~ Z N
E 0 l ~~~4, SF+ - 88 4,2~ + S NPS ,3~ Z EL=-4,63 EL=- ~ / ~
+Ei .-5,17 4,97 +EL=-5,08 F<, / ~
I \ AREA TD BE DREDGED r7 ~ ,2 . _ 9' p •g,y CAp ~IRAFl 140N (OR EQUAL) NON W04}JJ PROPOSED FlLL CAADE =O • ~ ~ • ~ ITOp LTER FABRIC ~ Q, / ~fp ~ (v , • \ ~SrD
VARIES 10' \ ~ P I~ / ` ~ ~ Nw . ~~SFD DEL-- .,6,2~ X *EL=-664 + SE'S W W ~ U N ~ NW( 5,13 CANA k~~, F~ \ ~L=-5.19 W Z C~
\ AREA TD BE FI P ~ ~ ~ ' ~ C LLED / . ti ~ ,.1 -I- , ` ~ ~ I$ ~.6 +E~/ 4,70 E \ Z Z W N z ` _ _ _ _ PUBLIC TRUST WATER E(:.41r , , - ~;-289-._., ~ J ~ _
4' % 8' HOR120NTAL ~ R' / O /
SED g ~ ( ~ x <v _ _ _ WAY 86 z ~ - cn
TOP ELEV. _ UCKHEAD / ~ NOTE: THE SHEETING SHALL ~ -.2.3' i' E1A671NG GROUND / a o W ~ a T ~ ~ ~ ~
BE 2'-0" BELOW SOLID , 5/a' STAINLESS STEEL R~ IF BAC (THREAOeo 2-0~ GROUND LEVEL F \ KING ~ / ~QQ ~ I ' ~ J J
OR EACH WETLANDS / E 1'-0" ABOVE GROUND LEVEL. ~ N ~ / ~ WO O N l ~G.r
NQ, . . p : < \ 0.00 . a w/ ~oo~" 1 WWW~, Q~ ~ ~ J M ~ ~ 0~3~; ~ W~ J2 '
~ 12" DIA. PILING 0 8'-6" TANG ~ ~ ~ ®6' O.C. DEAD MAN p n / 4
CAANULAR FlLL (SANG-PEA GRAVEL) / 04 ~4i~~t ~ ~JC~4Q ~mN
1 ~ . 1 ~p5 01~ Q ° ~ 2 ~ ai ~ ~ ~ ~ >r 3~ oW2oo o c~ ~,0~
2 xa"T~csouDwau ~ CAPS W+iEN eACar1a wEn.ANO AaEAS ~P / Z /
' tl41EL .ALL FASTENERS TO BE HOT DIPPED GALVANIZED ` • ~ i ~ ~ ~ V . EAOED 5/8" MIN. DIA., OR STAINLESS STEEL AS SHOWN. ~ JQ z0~° o~~mm 0 00 ~p~"~ ' Q
8"-10' DIA PILE 0 8'-0° O.C. - ~ , \ o~ ' \ I O S~ a ~oNe~ ~a 3 •s8, _ _ CU p ~ ' o~° Q
\ EXISTING BULKH ' D '\TOP ELEV.. 2 EAD ~ v 1 Z~ O~QN ~ ~ , O
6'-O.O.C. BUUfHEAO PNNC ~ '3 I J 1 z~~ W Q
/ ~l - / , J 1 ~ J JR 2p~o D~i~`~ ~p J _ U
BULKHEAD DETAILS: , 13 Q Q cn
G A p~ \ TIE BACK -EXISTING BULKHEAD IS FROM A D / F X17 \ ~ ' a MAY ~ 9 2008 I-- Y w ~ ~ ~ z
,8 ~ ~ M , Z 6S ~i66 0~ P ~ ~ J o
z~~ B ~ G• I -NARROW INLETS ACCELERATES SEDIMENT BUILD-UP AT N 0 .Q V gUAu1Y Z \ \ ~ " \ ` ` NDSA DS~DRMWA'(ERB~P~~4CH 6 W Q Z
E%IST. GRADE E%IST. GRADE MOUTH TO RI V I ER AND THE SAND FROM THE UPLAND P 0
(ADJA,,,ENT) AREA ERODES TO THE INLET CANAL. ~ ~ s ~ c 1
' BULKHEAD BDARDS / ~ ~ o ~ • _
GA~B~,BOa~a -BULKHEAD FROM OB ©->Q TO BE REMOVED. ~ o x~v ~ WF&N BAaaxo v~En.AND AREAS ~ ~ ~ _ D z TOP DOCK=3.5' ~ ~ ~ ~ ~ ~ W Q Q
_ b ~ - 1,80' ~ ~ ~
BULKHEAD DA ©TO BE RETAINED, 9 w o ~ - ~ ~ jjyy _EX, GROUND \ ~ 6L Z W Z U
OR q O,c DEAOMAN -BULKHEAD B E WILL B N ~ T E001 ~ W ~ ~ O M L EXCAVATION ABOVE MSL ~ \ ~ ~ W ~
Q E EW CONSTRUCTION. 0 N ROp x ~ •o- S,oA G q ps+ ~ / Q
ry° W C~j FO TYPICAL BULKHEAD SECTION ti q T ~l/ . '9 ER FS 4.6' / EXCAVATION BELOW MSL 3.0' ~ ~ 4.6' / \
N TS , o & OEP z ~ Ty
DECK EL. 3.5' MSL ~ w~// EX. BOTTOM CANAL orroM P P TT M ELE ,BOA DW LK ECK ` \ ~ W 3.50 m
/i
2X6 DECK x ~V Q y~`0 2X10 GIRDERS NWL CROSS-SECTION, (C~--(C ' BOAT BASIN DETAIL - NOTE: THE BULKHEAD SHALL
& STRINGERS ~0 NTS BE 2'-0" BELOW SOLID STEP DOWN H E(EV ISSUE DATE: 09-~~-Q~ GROUND LEVEL FOR EACH I
10" PROP , N OSED p x ~ WITH GA IER ~ 1'-0" ABOVE GROUND LEVEL. 2'30' DRAWN BY: RBD
TO EXT ZERO
5, 0' WA T ND TO , 2X10 BRACES ER DEPTH ' I Avc, wlDr CHK'D BY: RSJ
(EACH SECTION) k k - / in I 2,0' N
TOP BH=23' " TOP ELEV. = 3.50' 3 ~ 7 3H=23' ° JOB N0. 05205 LEGEND DWG, NAME: SITE
2X6 DECKING ~ Sp, ~h 45 EL:- ~ ~ 7,2' 30' 7,2' MSL 3,0' 8,: SO,D' TYP, ~ t/'\ p~at~BJ~ ~ PKNS P,K. NAIL SET
2°XS" STRINGER ~ , 10'-0" MAX 10'-0" GA ,p , 3.0' 8S' MSL 27 8.5' 3.0' ~ ,~P,,/ p? w ONIP NEWnRONRPIPEPIPE ~0~ b ONPS NO POINT SET SCALE:
< iYP DRAINAGE OPENING TOP OF BH = 2.30' p ZfBO ARf ~SS• < 1 „ T P IER ARfA A ' 950 SF % AR 3,5 3,3' ry OCM CONC, MONUMENT 3,3' 26• ~f•I~~ ~ft oN&C EXISTING NAIL & CAP
v 0 Y • 12" DIA SUPPORT BL K 1S4p Sp ,'1" ~pOS 5.3' BOTTOM GRADE 4,0 TYP 2~' ED _ _ _ _ _ _ _ _ _ _ _ _ Ez. BorrpM _ _ 61 oEPK EXISTING PK NAIL HORIZ: N/A 5.1' EX. BOTTOM oNPK NEW PK NAIL SET
3 d' ~i2 1 1 J1 PP POWER POLE 1 2.2' ~ ~ ~ ~ [~~GII j~LP IJGHT POLE VER T: N /A
NOTES: I 8,0 TYP .1 ~ a oo~o~~~r „~,T~." a ~'4. ~l1al w dMP METER POLE
'0`~ 6 NOTE R dLL DV U4 N SET PILES MIN, 12'-0" IN GROUND NWL = 0.00' k'~ I I PROPOSED BOTTOM O TEL TELEPHONE PEDESTAL R/W RIGHT-OF-WAY DWG. NO
ALL FASTENERS TO BE HOT DIP GALVANIZED MIN, SLOPE @ 1'/100' = 1.0% CROSS-SECTION CROSS-SECTION B B q CENTERLINE
o THREADED CONNECTORS 5/8" D MIN, 1.0% (20') = 0,2' NEEDED TO MEET CHANNEL DREDGING DETAIL CF N ALL TIMBERS TO BE CERTIFIED FOR USE SLOPE REQUIREMENTS PER Nrs CHANNEL DREDGING( IL 10 RBS REBAR SET NTS 12,0' MIN, 12,0' MIN; 0ERB EXISTING REBAR
IN MARINE ENVIRONMENT 15A NCAC 07H,1205(c) o ERRS EXISTING RAILROAD SPIKE ®Cc CONTROL CORNER D
N SWIMMING SAFETY AND DIVING TYPICAL PIER CONSTRUCTION 5.0 BOARDWALK ALONG FROM THE PLATFORM IS GREATER
NOT TO SCALE BULKHEADING IN BOAT SLIPS AT DEPTHS OVER 5,0', TYPICAL SLIP DETAIL 50 ° 50
NTS NTS Scale 1" = 50' SHEET 1 OF 1