20231727 Ver 1_USACE Permit_20240308

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2023-02498 County: New Hanover County U.S.G.S. Quad: Wrightsville
Beach
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Michael Leggett, PE
NC Wildlife Resources Commission
Address: 1718 NC-56
Creedmoor. NC 27522
Telephone Number:919-707-4050
Size (acres)
Nearest Town Wriahtsville Beach
Nearest Waterway AIWW River Basin Onslow Bay
USGS HUC 03020302 Coordinates Latitude: 34.218487; Longitude:-77.812773
Location description: The site is located in Waters and coastal wetlands adjacent to the AIWW
at 109 Causeway Drive, Wrightsville Beach, New Hanover County, North Carolina.
Description of project area and activity: The proposal is to construct a new 455 feet vinyl
bulkhead a maximum of 2 feet directly waterward of the existing bulkhead portion located on
the north side of the property, resulting in the filling of approximately 975 square feet of
Coastal Wetlands.
Please note, a Coastal Area Management Act (CAMA) permit authorization must
be obtained from the North Carolina Division of Coastal Management (DCM) prior
to commencing any work on this project.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344);
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: 3
SEE ATTACHED NWP GENERAL AND REGIONAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the attached conditions and your submitted application and attached
information and drawings dated December 14, 2023. Any violation of the attached conditions
or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide
and/or regional general permit authorization is modified, suspended or revoked. If, prior to the
expiration date identified below, the nationwide and/or regional general permit authorization is
reissued and/or modified, this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or
regional general permit authorization expires or is suspended, revoked, or is modified, such that the

SAW-2023-02498
activity would no longer comply with the terms and conditions of the nationwide permit, activities
which have commenced (i.e., are under construction) or are under contract to commence in reliance
upon the nationwide and/or regional general permit, will remain authorized provided the activity is
completed within twelve months of the date of the nationwide and/or regional general permit's
expiration, modification or revocation, unless discretionary authority has been exercised on a case -
by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401
Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-
807-6300) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal
Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps
of Engineers regulatory program, please contact Gregory Currey at [phone] or
Gregory.E.CurreyC�usace.army.mil.
CURREY.GREG0 Digitally signed by
CU RREY.GREGORY.EUGEN E.1
RY.EUG E N E.1051 051011950
Date: 2024.03.08 13:09:05
Corps Regulatory Official: 011950-05,00, Date: March 8, 2024
Expiration Date of Verification: March 14, 2026
The Wilmington District is committed to providing the highest level of support to the public. To help
us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at
https:Hre _ ul�atory.ops.usace.army.mil/customer-service-survey/
Copies furnished by email:
Kelsey Beachman (NC DCM)
Cameron Luck (NC DCM)
Amanda Cannon (NC DCM)
Holley Snider (NC DWR)

Action ID Number: SAW-2023-02498 County: New Hanover County
Permittee: Michael Leggett, PE
NC Wildlife Resources Commission
Project Name: Wrightsville Beach BAA Renovation - Phase 2 / 109 Causeway Drive /
Wilmington / New Hanover
Date Verification Issued: March 8, 2024
Project Manager: Gregory Currey
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Gregory Currey
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army
Corps of Engineers representative. Failure to comply with any terms or conditions of this
authorization may result in the Corps suspending, modifying or revoking the authorization
and/or issuing a Class I administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed
in accordance with the terms and condition of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
SHEETINDEX
CD-0.0
COVER
CD -BC
BUILDING CODE SUMMARY
CD-2.0
PHASE 2 SI TE PLAN WI TH AERIAL
CD-2.9
PHASE 2 SITE PLAN
CD-2.2
BULKHEAD REPLACEMENT
CD-2.3
EROSION CONTROL PLAN
CD-4.5
EROSION CONTROL DETAILS
CD-4.6
GEO WEB DETAILS
CD-8.9
BULKHEAD DETAILS
CD-8.2
RAIL FENCE DETAILS
CD-8.3
PENINSULA CROSS SECTION & DETAILS
LEGEND
EX. CONTOUR (MJR)
EX. CONTOUR (MNR)
EX PROPERTY BOUNDARY
EX FENCE
PROP. RAIL FENCE
FLOOD PLAIN (AEI VE)
ML WL
MHWL
75'AEC BOUNDARY
30' COASTAL SHORELINE BOUNDARY
EX. SPOT ELEV
EX. TOP OF WALL ELEV
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX.- [phone]
PROJECT
WRIGHTSVILLE BEACH BAA RENOVA TION - PHASE 2
MLWL MLWL
MHWL MHWL
- cse- as css css- cse- cse-
+204'
+4.80' (TOW)
109 CA USEWA Y DRIVE
WRIGHTSVILLE, NC 28480
NEW HANOVER COUNTY, NC
34.21842 / -77. 81124
CAMA PERMIT REVIEW
PLAN SET
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
PROJECT
SITE
VICINTY MAP
Lees Cut
UCAN 74
!t
or Island
o J
S�q yQR
1
?

PROJECT NARRA TI VE
WORK WILL INVOLVE CONSTRUCTION OF 455 LINEAR FEET OF NEW VINYL BULKHEAD DIRECTLY ADJACENT TO THE EXISTING WOODEN
BULKHEAD ON THE NORTHERN PORTION OF THE PROPERTY. WORK WILL ALSO INVOLVE INSTALLATION OF LANDSCAPE STONE AND
GEOWEB GEOTEXTILE AND STONE INFILL FOR EROSION CONTROL. PROPOSED WORK IS IN FLOOD ZONE AE (1J) AND FLOOD ZONE VE (15).
PON&MMAO
DO MOB MIL
Boa �o���ac���aoa
2018 APPENDIX
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
(EXCEPT I AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
Rcrmdwc<th<rollmving:Inmon ihrnidldmgp1no.shenlor2)
Name of Projac Wr'eh svlle Beach Boalne Auess Area Re�iovation
FIRE PROTECTION REQUIREMENTS
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FLOOR L Nc(s0 M1nx'(-, BERO/ALTER SUo-imAc
IT)
a
a
xmarl
wL 111111 S), IT.xI t",Q, u,"',x fs
EEnwfgmry Lighting. ®No❑Y
x:t Sibs: ® No O Y
scoke oemwwk. Synems: ®rro ❑ ra ❑ _..I
Crib.---i- Dnenion: ®No❑Yes
I30FO
So Floor
Rrry
3^Flom
Address: 109 Causeway Drive. WnaM1Hville. NC Zip Code: 2IS
Qwner/Authoriud Agent: NCWR Phone#(919J ]O-113 F-Mail michae Iu!e4nBQc ildlik.are
Owned By: ❑ CitylCoumy ❑ Private ® Sate
Code Enforcement ludsdidion:❑City❑ County New Hanover ®Smte
2i° Flmr
01ne
LIFE SAFETY PLAN REQUIREMENTS
Lire Sakry Han Shen p: NlA
❑ FimaM/mamkentedw IkNteons(CM1apwr])
❑ AaumM and mlpmpeM line lorniians lifmt on the site plan)
❑ Exterior wall apeningam wkh respn,to disco elo aasune1prepeny lima(M5.6)
❑ OmupemI . for enhamazit rclmm,o.mupam load calculation (Tebk IODI.I.2)
❑ Qcupmtlwds fin ocM1 area
O Exitarees�nvel aivamm1101])
Common Nofwvel distmw<s(IOOb.LI&20063.2(U)
❑ Dmdmitl lrngtm(IONA)
exit width for wcM1 exit dam
❑ Maximum<a1MDlM attupam bad eapmfryenh exit d.mmnareommodne based on egresswiNh 11005.3)
❑ Aetwl wvpen xe door
❑ Asepan x lwpl �:ndicanngx4:e: il fi Haonaili::gaoNarmwfsnsctwreis m R,,pmpmnwf
rc a Mnmiw,.n r a Ere wnwdnre amoke ba n'n.
upancY sepa ppo pan twn/
❑ Lmatwn olden M1pe M1arO re(1010.1.10)
❑LmatwnofemrswtM1 de aYM egress mksaN itaammm ofiklay 1101019H
❑ Laretwn ofdmn xwrM1 elrewmagnenc egaess lmF UM0199)
❑ Loratl ofdmrsequippM weM1 M1oldopendmi<a
❑Location olenragemry emape willows(IOIO)
❑ Tta yuaref ageofexh 6rearea (202)
❑The square foolageofeaRi smokemmpatmRnt krOmupanry Clavi( atwn.-2 (407.5)
❑ Nme any mtl[exreptkm ornble mteaiM1m cony haveban uulizM regmdwg the itnma6ove
FRnbec areeincreatts form Salion 506.3 erecomWtM Nos:
PedmnerwM1icM1 frontsapublic way oropm pa<e having 20 fen minimum width=(FI
b. Tonl Building Pelinr (P)
Ratio (Fh)= (F/P)
d. W=Minimum witlt .fpublk way- (W)
e. Percent offrontage rN. I, 1001F/P-0.25Ix W130 = I%)
r Unlimited area applicableundn ondifions ofSection 507.
wilding Area = wort comber ofnones in the builtling x D (maximum 3 smrkU (5061).
: n k
x ,c«a... ," .� c«: ,«..0 wow n,.5,
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B.Riom,
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v1ine
CONTACT:
Mh'xreP�l Hun xune ucex seb Teceex e# [R.IL
f-)o
Civil Newge Mehm M Nc 03]a3] (glgJTO]uoal coax ley rnew a f
El
El. tit Ll
Fire Alarm (_I
Plumbing LI
MeeM1enical U
:pit 1-Smndpipe (-1
St .I 1_I
wane �s x gn U
(-1
icr. .hne O a"rid"r' crest arcsng eared.
ALLOWABLE AREA
Primvry Ottupancy Clvaal0<ation: SELECT ONE
Assembly ❑A-1❑A-2❑A-3❑AJ❑A-5
Basittess ❑
Educational❑
Factory ❑F-I Moaemte ❑F-2 Low
Hapnrdous ❑ IL Delomte ❑ H-2 DeRa®ste ❑ H-3 Combust ❑ H4 Health ❑ H-5 HIM
Iunl,utlmm.❑1-I Condition ❑1 ❑2
❑ 1-2 Coniition ❑ 1 ❑ 2
❑1-3 Condition ❑I ❑2 ❑3 ❑4 ❑5
❑ 14
NI-ik ❑
Rendenlml❑R-1❑R-2❑RJ❑R-0
Slomge ❑ $ . Moderate ❑ S-2 Low ❑ I i h- led
8 Pi
❑Puking Ga g ❑Open ❑Encloud ❑Repair George
Utility and Miscellawous ❑
scary Oreup.u<y cl.w&.d.(i): N/A
Ie<Menfvl U. (Table 509): NIA
Special Uua(Chaptm 4- Lin Cixk Sectims) N/A
Special Provisions: (Cl to.15- List Cade Sretionsl: NIA
MiaM thcapanry: ®No ❑ Ya Sepamuon: xr. Exccp,im:
Use ISOS.I) cos Tta required type ofcroswnion for the builtling stall be enbyapplyingtheheightand area
Th ❑Non-Sepamtetl
raremhorthe epplicableareupencies to tM1e mere building. The most restrictive type ofemmmtion, so
dn<wimd, shall apply,. the enure building.
❑ Sepamicd Um (N. I) -
Sre Mlow totem celculatiom for[ech srory, the Brcaotttaoccupmcy shall tasuch that the sum of me
wios.tore mmalBmrmea.Tench utt aivieea by ita anoweble Rmr wen fineech utt Shan cat exreM 1.
<aw(AreaofOccvaa A A<IualAma/Omwamv B I
A(foxnbleArea o/O«upunryA AlloxnDle Area o/O«upanry8 -
pp
'."" -
11,1,01 IBLE HEIGHT
mownm rus.
emeanix[ue.
nmN
R.❑Clem
Height in Fm(Tabk 504 al
igni-a Swiiev lTaU e50a,a)
Pro itle code refeimce flM"SM1ow on Plans'9uemiry is not based on Table SM3or SODA'
t TIM.-um It jg1, .ir.. conwl Towers mmt comply wnM1 Table 412.31
'The maxwum lgM.Toper parking garages mun comply will,will,Table 406.5.4
2018 NC CODE FOR: ❑NewC U,tu0on ❑Addition ®Renovation
❑."Time Interior Compinion
❑Shell/Core
❑ Phased Conssmction- ShelVCore
❑Renovation
2018 NC EXISTING BUILDING CODE: ❑ Prescriptive ❑ Repair ❑ Chapter 14
AHenflon: ❑ Level I ❑ Level ll ❑Level III
❑ Hwciiic Property ❑ Change of Use
CONSTRUCTED:(date) ORIGINAL Y(S)(Ch.3): OCCUPANC
RENOVATED: (dale) CURRENT OCCUPANCY(S)(Ch. 3):
RISK CATEGORY (table 1601.5) Cunene. ❑ I ❑ 11 ❑ III []IV
Proposed:❑1 ❑11 ❑111 ❑IV
NI1 NCAaminlstraur<eoaeand Pawcles Alp-1.Bfor gull t
mar
SmioMabl<Moce
Title
Ineimi<wrnon nwm parr B coon
Access LE DweLLI 10 -rvfA IB (SECr10N IImJ NTIE
PERCENTAGE OF WALL OPENING CALCULATIONS -N/A
BASIC BUILDING DATA
(ih sk,li th Type: ❑ I -A ❑ 11-A ❑ 111-A ❑ IV ❑ V-A
(check all that apply) ❑ 1-B ❑ 11-B ❑III-B ❑ V-B
Sprinkler: ❑ No ❑ PUt.1 ❑ Y.B ❑ NFPA D ❑ NFPA 13R ❑ NFPA 13D
MNdplpes: ❑No ❑Yes Cl DI ❑II 0111 ❑Wet❑Ury
Fire D hwit: ® No ❑ Yee (Primary) Flood Hurd Area: ❑ No ® Y.
SpecialhPpecti.nNRequimd: ®N0 ❑Yes
2018 NC Aaminlsumin core one Polleles A dl.Bfor-Idift
Unm
Ux,rs
Rs 'Insn
Units
Pnomom
Ux,rs
RnwnBo
Uxlm
PrwnmO
Ux,rs
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natsinl.s
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euxslNl
NIA NC Mminls,rmlre emeanu P lilts Appenaw B,or Bmleii.
2ote NC Aam,nrstratrve C.. one Policies .-.dl.Btar-1d,
2a1. xe AaminlseaNra Coe<ana-1- .ppeneNe for Bull .
AC1(SECTIONP106) N
2018 APPENDIX B
2018 APPENDIX B
2018 APPENDIX B
mn6
on
nowmw
ENERGY SUMMARY -NIA (NON -HEATED BUILDING)
ENERGY REQUIREMENTS:
Tbe followinS-A.116e Mnsidercd minimum all any spreial attnbum req-dV, mretme NonhG I.. Em
CB.Hrvatloa Code hill.lm bepovidN.EUM1 Designs shall fumish,he rcquiM ponimaofine projen iaktmation kr
cbmctp«ndau �r lr�.coerce metnod. saN ON annual energy cent lm slie saMara:efere:ice tlaign vs am:uel energy
Exi g rig nvekpe complimwiN code: ❑ No ❑ Vas (Tor reawaamefmn.rdmeammPliabtei
con budN
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
STRUCTURAL DESIGN
(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
DESIGN LOADS:
Imponanre Fanon: Scow (.$) L00
Sii<mic(IE)
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
ELECTRICAL DESIGN
(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)
ELECTRICAL SUMMARY
ELECTRIC AL SYSTEM AND EQUIPMENT
Mefbotl of Complien<e: Energy Code: ❑Prexripwi ❑PeRwmce
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
MECHANICAL DESIGN
(PROVIDE ON THE MECHANICL SHEETS IF APPLICABLE)
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
TIM-1 Zone
x
25
68
2
2
682
PLUMBINGFIXTUREREQUIREMENTS
RN02 iREMENTS-N/A
Fx ..hhn D No ❑ Yn (Pmvmcws.wrsmwww renreaxa
ASHRAE 9D.1: ❑Preunp,ive ❑PeRam:ance
mar dry bulb:
(TABLE z .)
Climate Zo.<: 03A ❑4A ❑5A
Mmnodor C.mpllvare:EBit,OCede ❑P<rfowanre ❑Presmip w.
ASHRAE 90.1 ❑Perraimanre ❑Presenptive
SHRAer'sp0 scum tare)
THERMAL ENVELOPE (Prcttdpive mnM1i-0only)
R.,,1kiilieg Araemblylncnaxr Ny)
ur<Lmaa: Hoar _par
Fi.m _JSy_ psf
Ground Snow Load: psf
Wlnd Load: UBimme Wind Speed 102 mph(ASCE4)
Expasurc Category
SEISMIC DESIGN CATEGORY: ❑A ❑S ❑C ❑D
d
e ule(ncn fixmre type)
g^mP rym mu in fixmre
umbnof lamps in nxfurc
ballasttypeusediathefim
umber Ofballmm in future
oml wanage per fixmre
owl inttdorwamg<spccinW vs. allowed (wM1ok builtling or space by spettl
mDl exterior w Ngesp jc vs.allowed
sommndry buW:
hind._rnodifls
twdry bulb:
fmmcrery bu8:
relative humidity:
Building Bn MB,M:
den cmba Im
Ba:l g g d.
use
Te.g
con
SYECIAI. nPYRO\'nLS
" narassembly:
U-Vnlueatmmlwembly:
P.-
.-ft till -rig Seismic Design Pammct
AEdNf 1EBRlep P.<k.g<Opdons
Mreh.nl<.ISpa<l.g CmdlHonlag Syskm
pew pp val:(LacalJmisdiminm Depanmem of lnsunnce, SCO, DPI, USES, ICC, nc.,dmcnbe bebw)
N/A ivl v
R-Velmof insulmion:
Skylighls in each assembly:
-Valueofskrlighl:
Toml square fmugc olskyligns in ucM1 asttmbly:
Exae 14 (ems muwnblyl
norPondgion ofasmmbly:
t)cenpanry Cvkgory (Table 1604.51 ❑. ❑11 ❑... ❑.V
SIN CIMs111'""n (ASCE ])wn S"❑ A ❑ Bg ❑ C S ®D ❑SEE [IF
Data Soum: ❑Field Ten ❑ Preeump,ive His,mical Data
Bmf.......... synem ❑Baring Well ❑ Dual w/Special Moment Frame
❑ Building Forme ❑ qwl wllnteimediete R/C or Special Strel
®Momem ❑ I FormeI- Pentlulum
A IUI,i Proredur<: ® Simplified ❑ EgBw.l<m L.mnl Force ❑ Dynamic
(aVhen pdeg the 2018 NCECC; not required for ASHRA¢90.H
❑ C406.2 More [ LiSh Mechanical Equipment
❑C4M.3Redured Lighting Poxxr Density
❑ C406.4 EnM1anutl Digital Lighting Conwls
❑C406.50n-Sire RMexable Energy
❑ C405.6 Deaimted Ouldmr Air Srntem
❑CAW.]RMured EnmgY Uu in Service Wa,er He a
Uniury
aea<riruM oran4:
M1ea,ing eR terry:
iy cificirnry:
s tunic
a w,egwy.
Boner
Siz<wtegory. Ifovmittdnmmwn.:
U-Valmafmml assembly:
Valor orinsulati0n:
ArcM1ifemurvl, Mmbvoi<.R Compon<afv tn<bo ❑Yes ❑No
CM1iller
Sitt caugory. Ifovmitttl.nnc reazon.:
Opening, lwine.ws ardoors wilh ghz,U
U-Velucofamembly:
LATERAL DESIGN CONTROL: Earthquake❑ Ww0
Li. ni cffnw non..
Solt' M1ea, gain <mR<iem:
Proje tan
SOIL BEARING CAPACITIES:
Fiala Teat (provi1iiB ofwsi report) car
R.V.I.
Poor R-Value:
umgive Bearing capacity _-000 psf
Wvgs below grade leach acaemblY)
Pile sire, type, all cenvciry
Ikttriptionofasscmbly.
U-Val oft NI esun,bly:
R V.lueoffnsulmion:
Fkon over en<ondifbnN apvn ([mh assembly)
0<ttripl ion of azscmbly:
U-Valu<of-1 azcembly:
RValmof inmlalion:
Harra a
grade
Dcttap6on ormnmbly:
U-Nalco aftmal evnn,bly:
R-Valmof inmleiwn:
HorizmmWMieal ttquin:mem:
Slab HnNtl:
201E NC Mminlrbnlre Cetla entl Pell[lar Apryntlh Blm eulltllry
2018 NC Mminlslrnlra Ceee ell Pell[In Appandla Bler Bu1141n9
2MB NC AtlminlntreNra Ceds end Pell[In Appvntlly 8ter blltllnt
I. NC Atlminlnrnlra Ce4a entl Pall<Im Appendla Bfer eulltllnt
2018 NC AtlminlsYaflrr Catla and Pell[In Appe wBlo, euw g

ZONE VE
(EL. 15 )
RE PROP. BULKEAD TO —
EXISTING BULKHEAD
ZONE AE
(EL. 13)
3
EX. BULKHEAD .F
PROP. LANDSCAPE STONE (157 STONE)
(RE. CD-2.3) HWL/
�r Y
IMHW
I
J i 3
3 =
J �
ZONE VE
(EL. 15)
ZONE AE
1-1 (EL. 13)
PROJECT DATA
DISTURBED AREA:
OPEN WATER IMPACTS:
SITE NOTES:
0.35 ACRES
0 ACRES (0 SF)
MHWL WL „MH_-
T OH
R " MAN,EpUc0P —
AREA
PROP. BULKHEAD REPLACEMENT
(RE. CD-2.2)
MHWL. .►IHW ILI- - MHWL —
)HE OH� i HE
03V 03V 03V 53p 0 3V —
. T_
\ Aec
\ AfC
PROPERTY BOUNDARY
— 03V
75' AEC
AEC A
EC
SCO # 23-27489—Ola
L-- 30' COASTAL SHORELINE BUFFER �d
.j
_ ♦ 003V
03V ��3Vv 0�
AfC \
o WB WE,
EX. CONC. BLOCKING TO BE REPLACED
(RE.•CD-2.2)
EX. TR4SH PLATFORM
(REMOVE AND REPLACE AFIER CONSTRUCTION)
1. TOPOGRAPHIC AND LOCATION SURVEY PERFORMED BY NCWRC STAFF. NO BOUNDARY, ENVIRONMENTAL OR GEOTECHNICAL EVALUATION HAS BEEN PERFORMED FOR THIS WORK.
2. HORIZONTAL / VERTICAL DATUM (NAD83 & NAV088).
J. TRAVEL LANES IN AND AROUND WRIGHTSVILLE BEACH BOAT ACCESS AREA SHALL REMAIN OPEN DURING CONSTRUCTION.
4. NCWRC SHALL ESTABLISH BENCHMARK FOR USE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
5. ALL DISTURBED AREAS SHALL BE STABILIZED AND SEEDED PER SHEET CD-4.5 AFTER BULKHEAD INSTALLATION.
6. PROJECT AREA LIES WITHIN FLOOD ZONE VE PER NCFRIS (FIRM PANEL: 3720315700K, DATED 08128120018).
7. DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YEAR FLOODPLAIN (ZONE AE) AT ELEVATION 13' & FLOOD ZONE VE AT ELEVATION 15' IS DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO. 12J - UNIFORM FLOODPLAIN MANAGEMENT POLICY.
r
°REL IMINARY
DO NOT USE
FOR CONSTRUCTION
-- OHE
7
50 0 50
Scale 1" = 50'
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121141202J
le Name:
wrigh tsvilleboo(bh). d wg
urveyed: CRR
esigned: MWL
rawn: MWL
pproved: MWL
heet No.
CD-2.0

SCO # 23-27489—Ola
COASTAL WETLAND IMPACTS•
PERMANENT.• 975 SO FT
TEMPORARY.- 5,885 SO FT
TIE PROP. BULKEAD TO
EXISTING BULKHEAD
EX. BULKHEAD 2svHW
LOD- LOD- LOD LOD- LODPROP. LANDSCAPE STONE
(1030 SF)L_ �IHWL o MHWL _ HWL
OH
(R£.• CD-23 & CD-8.3)
In OHE
I � 950
9S0
PROP. BULKHEAD REPLACEMENT
(RE- CD-2.2)
8s0 es0
LOD - LOD -
PROPERTY BOUNDARY
_OD IOD - LOD - LOD - LOD - LOD - LOD OO - LOD - LOD
8S0 8so
es0 —�es0
LOD - LOD
30' COASTAL SHORELINE BUFFER
EX. EDGE OF PAVEMENT 0�
034 � 034 �
33V 03V 03V 03V 33V 03V 03V — 03V 03tl 03V
75' AEC
� AEC
\ AEC
\ AEC
_ AEC
AEC �
AEC — AEC — AEC
AEC _
AEC
CSB \
\ CSB \ '9EC
C LOD
_ LOD- q�
LOD � LOD � LOD CC
LOD - LOD - LOD - L.D \ -
�� EX. EDGE OF PAVEMENT - - - -
APPROXIMATE ✓URISDICTTONAL WETLAND BOUNDARY
(TOE OF EXISTING PAVERS)
SITE NOTES:
DL CONCRE.$, 03V
MANS P
EX. CONC. BLOCKING TO BE REPLACED
WITH GEOWEB AND INFILL MATERIAL
EX. TRASH PLATFORM (RE.•CD-2.2) 14'
(REMOVE AND REPLACE AFTER CONSTRUCTION)
1. TOPOGRAPHIC AND LOCATION SURVEY PERFORMED BY NCWRC STAFF. NO BOUNDARY, ENVIRONMENTAL OR GEOTECHNICAL EVALUATION HAS BEEN PERFORMED FOR THIS WORK.
2. HORIZONTAL / VERTICAL DATUM (NAD83 & NAV088).
J. TRAVEL LANES IN AND AROUND WRIGHTSVILLE BEACH BOAT ACCESS AREA SHALL REMAIN OPEN DURING CONSTRUCTION.
4. NCWRC SHALL ESTABLISH BENCHMARK FOR USE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
5. ALL DISTURBED AREAS SHALL BE STABILIZED AND SEEDED PER SHEET CD-4.5 AFTER BULKHEAD INSTALLATION.
6. PROJECT AREA LIES WITHIN FLOOD ZONE VE PER NCFRIS (FIRM PANEL: 3720315700K, DATED 08128120018).
7. DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YEAR FLOODPLAIN (ZONE AE) AT ELEVATION 13' & FLOOD ZONE VE AT ELEVATION 15' IS DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO. 12J - UNIFORM FLOODPLAIN MANAGEMENT POLICY.
°REL IMINARY
DO NOT USE
FOR CONSTRUCTION
50 0 50
Scale 1" = 50'
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121141202J
le Name:
w69h tsvilleboo(bh). d wg
urveyed: CRR
esigned: MWL
rawn: MWL
pproved: MWL
heet No.
CD-2.1

TIE TO PR. BULKEAD TO
EXISTING BULKHEAD
SCO # 23-27489—Ola
PR. RAIL POST FENCE (425 LF)
(RE.- CD-8.2)
EX. CONCRETE
MANEUVER
AREA
SITE NOTES:
CONTRACTOR ACCESS AREA
(AREA TO BE RESTORED AFTER CONSTRUCTION COMPLETE)
PR. LIMITS OF DISTURBANCE
�Oo
�Oo
eoSF \ 00 12'
EX. FENCE
�( (TO BE REMOVED)
EX. NATURAL
AREA
�Oo
\ PR. VINYL BULKHEAD
°O (RE.- CD-8.1)
O,yF kIz \ EX. WOOD BULKHEAD
1. NCWRC SHALL ESTABLISH BENCHMARK FOR USE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
2. CONTRACTOR MAY USE TEMPORARY MATTING ON WATER NORTH SIDE OF BULKHEAD FOR CONSTRUCTION. MATTING SHALL BE REMOVED AFTER CONSTRUCTION AND AREA RETURNED TO PRE
CONSTRUCTION FORM.
J. ALL DISTURBED AREAS SHALL BE STABILIZED AND SEEDED PER SHEET CD-4.5 AFTER BULKHEAD INSTALLATION.
4. PROJECT AREA LIES WITHIN FLOOD ZONE VE PER NCFRIS (FIRM PANEL: 3720315700K, DATED 08128120018).
5. DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YEAR FLOODPLAIN (ZONE AE) AT ELEVATION 13' & FLOOD ZONE VE AT ELEVATION 15' IS DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS OF EXECUTIVE ORDER NO. 12J - UNIFORM FLOODPLAIN MANAGEMENT POLICY.
°REL IMINARY
DO NOT USE
FOR CONSTRUCTION
Zoo
Zoo
\ On
VINYL BULKHEAD START
(TERMINATE AT EX. BULKHEAD END)
30 0 30
Scale 1" = 30'
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121141202J
File Name:
w69h tsv#1eboo(bh). d wg
Surveyed: CRR
Designed: MWL
Drawn: MWL
Approved: MWL
Sheet No.
CD-2.2

SCO # 23-27489—Ola
PROP. LANDSCAPE STONE
4" OF 157 STONE
SITE NOTES:
MHWL MHWLMHWL
1
EX. LIGHT POLE, TYP.
MHWL MHWL MHWL MHWL
it ���•� � � �►° °,� °�>, ,.
_ 1
IMHW IMHW lMHiin
-�aINFIW
11411111111111111tlllllllllll IIIIIIIIIIIIIIIIIIIIIIIII III I� r.y <v `':O'�,v >_>
D
3 �
� � I
J I
3
EX. BOAT RAMP
(CONCRETE)
£X. BOAT RAMP
(CONCRETE)
EX. WOODEN BULKHEAD
(TO REMAIN)
EX. WOODEN BULKHEAD
(TO REMAIN IN PLACE) PROP. BULKHEAD REPLACEMENT
HWL MHWL MHWL rHWL
- Y-7 77
OHE OHE E . OlWEAD�IC, P" OHE -
EX. WOODEN FENCE
EX. KIOSK/SINAG£ (TO BE REMOVED) PROP. RAIL FENCE
(TO BE REMOVED AND REPLACED) (RE. C0-8.2)
J I
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3
3 I I -r FX ZYM
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EX. PAVED s
PARKING AREA
N
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EX. NATURAL
AREA
1. NCWRC SHALL ESTABLISH BENCHMARK FOR USE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
2. ALL DISTURBED AREAS SHALL BE STABILIZED AND SEEDED PER SHEET CD-4.5 AFTER BULKHEAD INSTALLATION.
J. PROJECT AREA LIES WITHIN FLOOD ZONE VE PER NCFRIS (FIRM PANEL: 3720315700K, DATED 08128120018).
4. DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YEAR FLOODPLAIN (ZONE AE) AT ELEVATION 13' & FLOOD ZONE VE AT ELEVATION 15' IS DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO. 12J - UNIFORM FLOODPLAIN MANAGEMENT POLICY.
°REL IMINARY
DO NOT USE
FOR CONSTRUCTION
LANDSCAPE STONE NOTES:
1. LANDSCAPE STONE SHALL BE 157 STONE. INSTALL WITH NON -WOVEN GEOTEXTILE FABRIC
UNDER STONE (US FABRICS US 205NW, TENCATE MIRAR 18ON, ACF N080N, OR APPROVED
EQUAL).
2. 157 STONE SHALL BE PLACED OVER EXISTING GROUND SURFACE. NO COMPACTION SHALL
OCCUR OTHER THAN INCIDENTAL COMPACTION THAT OCCURS DURING INSTALLATION.
20 0 20
Scale 1" = 20'
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121141202J
le Name:
wrigh tsv#1eboo(bh). d wg
urveyed: CRR
esigned: MWL
rawn: MWL
wroved: MWL
CD-2.3

SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT/COASTAL PLAIN, 50
KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE
SEEDING DATES
MOUNTAINS ABOVE 2500 FEET:
FEB.
15 — MAY 15
BELOW 2400 FEET:
FEB.
1 — MAY 1
PIEDMONT:
JAN.
1 — MAY 1
COASTAL PLAIN:
DEC.
1— APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
1/CD-4.5
TEMPORARY SEEDING FOR LATE WINTER & EARLY SPRING
SEEDING MIXTURE
SPECIES
TALL FESCUE
RYE (GRAIN)
KOBE LESPEDEZA
RATE (LB/ACRE)
80
20
10
SEEDING NOTES
AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE LESPEDEZA TO 40 LB/ACRE.
TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDA GRASS,
HOWEVER, AFTER MID—APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB.ACRE SUDANGRASS
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUG. 25—SEPT. 15 AUG. 20 — OCT. 25
LATE WINTER. FEB. 15—MAR. 21 FEB 1. — APR. 15
FALL IS BEST FOR TALL FESCUE, AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE
LESPEDEZA OVER FALL —SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE
OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED
AREAS IMMEDIATELY.
4/CD-4.5
PERMANENT SEEDING
SEEDING MIXTURE
SPECIES
GERMAN MILLET
RATE (LB/ACRE)
40
IN THE PIEDMONT AND MOUNTAINS, A SMALL —STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS MAY 15 — AUG. 15
PIEDMONT- MAY 1 — AUG. 15
COASTAL PLAIN: APR. 15 — AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
2/CD-4.5
TEMPORARY SEEDING FOR SUMMER
SCO // 23-27489—Ola
SEEDING MIXTURE PREL I MI NA R Y
SPECIES RATE (LB/ACRE) DO NOT USE
RYE (GRAIN) 120 FOR CONSTRUCTION
SEEDING DATES
MOUNTAINS. • AUG. 15 - DEC. 15
COASTAL PLAN AND PIEDMONT- AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATLEY. TOPDRESS
WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO
EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUTNAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
3/CD-4.5
TEMPORARY SEEDING FOR FALL
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAM,E EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less In length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' In length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
5/CD-4.5
STABILIZATION TIMEFRAMES
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1 1211412023 1
w6ghtsv#1eboo(bh). dwg
urveyed: CRR
esigned: MWL
rawn: MWL
pproved: MWL
CD-4.5

CONCRETE INFILL AT TOP
(1' WIDE STRIP)
EP�X.PAVEMENT
i
SCO // 23-27489—Ola
m
GENUINE GEOWEB SLOPE PROTECTION SYSTEM
WITH SPECIFIED INFILL.
VARIES
#57 STONE INFILL-------,, 1
PROFILE VIEW
REFER TO CREST ANCHOR DETAILS
GEOTEXTILE, SEE NOTE # 1
ATRA ANCHORS IN SPECIFIED PATTERN. ENGAGE ARM OF ATRA
STAKE CLIP WITH GEOWEB CELL WALL.
nnn111 nr ATnA I/rV nnAl AlrnTlnAl rnn rAnl1 rAln Tn rAln
#57 STONE INFILL
FLAN VIEW
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. PROVIDE INSTALL WITH NON —WOVEN GEOTEXTILE FABRIC UNDER STONE
(US FABRICS US 205NW, TENCATE MIRAFI 180N, ACF N080N, OR APPROVED EQUAL)
2. ATRA ANCHORS SHALL CONSIST OF NO. 4 REBAR WITH AN ATRA STAKE CLIP INSERTED INTO THE END OF THE REBAR. LENGTH OF THE ATRA
ANCHORS SHALL BE AS SPECIFIED.
3. PRE —ASSEMBLED ATRA GFRP (POLYMER) ARE AVAILABLE FROM PRESTO GEOSYSTEMS.
4. THE GEOWEB CELLS SHALL BE FILLED WITH THE SPECIFIED MATERIAL (TOPSOIL, STONE, OR CONCRETE) AND SHALL BE SUITABLE TO WITHSTAND THE
APPLICABLE HYDRAULIC CONDITIONS.
5. THE GEOWEB SECTIONS SHALL BE ANCHORED TO RESIST SLIDING DUE TO DRIVING AND HYDRAULIC FORCES.
6. IF VEGETATION IS DESIRED, PROVIDE AN EROSION CONTROL BLANKET OR TURF REINFORCEMENT MAT IF THERE IS A POTENTIAL FOR EROSION PRIOR TO
ESTABLISHING VEGETATION.
7. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION.
8. REFER TO THE GENERAL DETAIL DRAWINGS FOR ANCHOR DETAILS.
1 /CD-4.6
GEOWEB DETAILS
NTS
°RELIMINARY
DO NOT USE
FOR CONSTRUCTION
ATRA ANCHOR. ENGAGE ARM OF ATRA STAKE
CLIP WITH GEOWEB CELL WALL.
GEOTEXTILE (IF REQUIRED)
SECTION A — A
SECTION B — B
STAKE ANCHOR INSTALLATION
STEPS:
1. POSITION THE ATRA ANCHOR NEXT TO THE
UP —SLOPE CELL WALL.
2. DRIVE ATRA ANCHOR INTO THE GROUND UNTIL
ARM OF ATRA ANCHOR IS LOCATED ABOVE
GEOWEB CELL WALL.
3. ENGAGE ARM OF ATRA ANCHOR TO CELL WALL
AND DRIVE UNTIL TIGHT.
ATRA ANCHOR DETAIL
VAR I ES
NO. 4 REBAR ATRA STAKE CLIP
CONNECTED TO REBAR
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1 1211412023 1
w6ghtsv#1eboo(bh). dwg
urveyed: CRR
esigned: MWL
rawn: MWL
oproved: MWL
CD-4.6

SCO // 23-27489—Ola
MHWL EL. 1.4'
(NAVD68)
112x3' WOOD SCREWS
(8. DC)
6X6 WALER
"v
0
1' 0 PVC PIPE DRAIN
W ® 5' OC
Q
2' MAX
TIMBER PILE
(MIN. 8' 0)
TIMBER PILE
(MIN. 12' EMBEDMENT)
2X6 CAP BOARD
06 WALER (INNER)
HOG THREADED
SICK ROD
2.00'
2'
3" - 157 STONE SHOULDER
num FABRIC \- PR RAIL FENCE POST
-T
WRAP T/P
1'
\ \
ALUMINUM ANCHOR
EX. 6" SUBSURFACE DRAIN
(LEAVE IN PLACE)
£X. BULKHEAD TO REMAIN. CUT OFF TOP OF WALL
OR DRIVE DOWN TO INSTALL TI£ BACK
VINYL SHEETPILE
(MIN. 10' EMBEDMENT)
PROFILE VIEW
1 /CD-8.1
VINYL BULKHEAD DETAIL / (STA: 0+00 TO 4+55)
SCALE 1:3
BULKHEAD NOTES:
iA
J' A HOG LAG SCREW
A//l1//A/I/1/ AA/lLL//IG
PLAN VIEW
°RELIMINARY
DO NOT USE
FOR CONSTRUCTION
1. VINYL SHEETING SHALL BE CMI CL-9900 OR APPROVED ALTERNATIVE. VINYL SHEETING SHALL BE MIN. 10' LONG SHEETS WITH A MINIMUM EMBEDMENT OF 6'.
2. ALUMINUM ANCHOR SHALL BE CMI DM4-4 OR APPROVED ALTERNATIVE. ANCHORS SHALL BE SPACED MIN. OF 6' OC AND ATTACHED USING A Jq" HOT DIPPED
GALVANIZED (HDG) THREADED TIE BACK ROD AND SECURED TO LOWER 4X6 WALER USING MANUFACTURE RECOMMENDED HARDWARE.
J. BULKHEAD LUMBER SHALL BE PRESSURE TREATED WITH CCA AS INDICATED PER AWPA C2/C9.
4. WHALERS SHALL BE NO. 1 OR NO. 2 PINE, AWPA, UC58, 2.5 PCF CCA.
5. ALL HARDWARE, NAILS, AND BOLTS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-15J UNLESS OTHERWISE NOTED. USE CUT WASHERS UNDER ALL
BOLT HEAD AND NUTS UNLESS OTHERWISE NOTED.
6. CAP BOARDS SHALL BE ATTACHED TO WALERS WITH 110-3" HDG OR COATED SCREWS, WITH MINIMUM TWO (2) SCREWS PER WALER.
7. WEEP HOLES AND ASSOCIATED PVC DRAINS SHALL BE INSTALLED WITH A CONTINUOUS LAYER OF FILTER FABRIC (USFABRIC USJ15 OR APPROVED ALTERNATIVE) WITH
AN 8" EDGE LAP, 157 STONE (10 CF) AND LOCATED A MINIMUM OF EVERY 6 FT. ON CENTER AT APPROXIMATELY 0.5' ABOVE THE MUD LINE ALONG THE LENGTH
OF THE BULKHEAD.
8. EXISTING BULKHEAD DEBRIS SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF.
9. SITE SHALL BE GRADED, SEEDED, AND MULCHED TO ORIGINAL CONDITION.
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1 1211412023 1
w6ghtsv#1eboo(bh). dwg
urveyed: CRR
esigned: MWL
rawn: MWL
ggroved: MWL
CD-8.1

SCO // 23-27489—Ola
PROFILE -1-RAIL FENCE TYPICAL SECTION
ON
ASSEMBLY
NOTE POST LOCATIONS SHOWN
ON PLAN VIEW ARE SCHEMATIC.
ACTUAL LOCATIONS ARE TO BE
FIELD DETERMINED BASED ON
DIMENSIONS SHOWN ON CD-8.2
ONION HEAD DETAIL
U6 RAIL COMPONENTS
" HOT -DIPPED 5
GALVANIZED HEX
��® 5.5 MIDDLE SECTION
HEAD UNIT HOT -DIPPED
GALVANIZED FLAT
WASHER 5.5 5.5" FACE VIEW
3.5"
15'-6.5"
NOTCHED PORTION 6"x6" FENCE EDGE VIEW
POST LONG END SECTION
REMOVED PORTION
15'-6.5"
4"x6" FENCE RAIL 5'5 FACE VIEW
4"x6" FENCE RAIL 4� 3.5 15'-6.5"
EDGE VIEW
REMOVED PORTION
SHORT END SECTION
5.5"
5"x8" HOT -DIPPED
GALVANIZED TIMBER 5.56.5
"
BOLT FACE VIEW 3.5"
5.5"
1.75 EDGE VIEW
1 /CD-8.2
RAIL FENCE DETAIL
NTS
5.5"
�F5.5"
1.75"-
°RELIMINARY
DO NOT USE
FOR CONSTRUCTION
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121141202J
le Name:
wrightsvilleboo(bh). dwg
urveyed: CRR
esigned: MWL
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heet No.
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Date:
1211412023
File Name:
wrightsvilleboo(bh). dwg
Surveyed: CRR
Designed: MWL
Drawn: MWL
Approved: MWL
#57 STONE PLACEMENT DETAIL NOT USED Sheet No.
NTS N NTS CD-8.3

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
http://www.saw.usace.army.mil/Missions/Re ug latoryPermitPro rg am.aspx
General Permit No. 198000291
Name of Permittee: General Public
Effective Date: January 01, 2022
Expiration Date: December 31, 2026
DEPARTMENT OF THE ARMY
REGIONAL GENERAL PERMIT (RGP)
A RGP to do work in or affecting navigable waters of the U.S. and waters of the U.S., upon
recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act
of March 3, 1899 (U.S.C. 403), and Section 404 of the Clean Water Act (33 U.S.C. 1344), is
hereby issued by authority of the Secretary of the Army by
District Engineer
U.S. Army Engineer District, Wilmington
Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
TO AUTHORIZE THOSE CONSTRUCTION ACTIVITIES IN THE 20 COASTAL
COUNTIES RECEIVING PRIOR APPROVAL FROM THE STATE OF NORTH CAROLINA
IN THE FORM OF A COASTAL AREA MANAGEMENT ACT (CAMA) PERMIT, AND/OR
A STATE DREDGE AND FILL PERMIT, AND IF REQUIRED, A WATER QUALITY
CERTIFICATION, THAT ARE OTHERWISE NOT ELIGIBLE FOR FEDERAL
AUTHORIZATION IN THE FORM OF A NATIONWIDE PERMIT OR ANOTHER RGP.
Operatinst Procedures
a. Applications for joint state and federal authorization under this programmatic RGP will
be accepted through the North Carolina Division of Coastal Management (NCDCM). Receipt of
a complete application by the NCDCM will initiate the State's field review that will include a site
visit and preparation of a Field Investigation Report and a state Bio-Report. The NCDCM will
forward a copy of the complete application, its Field Investigation Report, and its Bio-Report, to
the appropriate Corps of Engineers field office, thereby initiating federal review of the project.
The Corps, upon receipt of an application, will immediately assign an action identification
number, acknowledge receipt thereof, and examine the application to assure that it can be
processed pursuant to this programmatic RGP. The applicant and the NCDCM will be furnished
written notification of the Corps' determination. Notification to the applicant will include a brief
description of the administrative process.

b. For those proposals that may result in a discharge into waters of the U.S., including
wetlands, the North Carolina Division of Water Resources (NCDWR) and the applicant will be
informed regarding the applicant's need to obtain a Water Quality Certification in accordance
with section 401 of the Clean Water Act.
c. If, at any time, the Corps determines that a proposed activity is eligible for
authorization under another regional RGP or a nationwide permit (NWP), this procedure may be
terminated and the activity authorized pursuant to the terms and conditions of the appropriate
RGP or NWP.
d. The permit review process conducted by the NCDCM is a public process involving
publication of public notices in local newspapers, public hearings, and various public appeal
procedures. The Corps may issue a separate public notice for a specific proposal if it is deemed
necessary for compliance with appropriate laws, regulation, and guidance.
e. This RGP does not, in any way, alter established procedures or responsibilities, as
required by federal laws, memoranda of agreements (MOA's) or administrative regulations, with
respect to the Corps' coordination with appropriate review agencies. The applicant will continue
to have the opportunity to rebut any objections to a proposal.
f. The Corps will provide copies of the application and plans, the NCDCM's Field
Investigation Report, and the state Bio-Report, to the U.S. Fish and Wildlife Service (USFWS),
the National Marine Fisheries Service (NMFS) the U.S. Environmental Protection Agency
(EPA), and any other federal agency that the Corps determines to be a necessary review agency
(collectively, the "Federal Agencies"). Receipt of this material will initiate the Federal Agencies'
review. The Federal Agencies will be allowed sufficient time, normally thirty (30) days, to
provide the Corps with their comments and recommendations, including any proposed permit
special conditions and recommendations of denial. The Corps may grant extensions of time for
Federal Agency review if justified by unusual circumstances. If an extension is granted that
would substantially delay an NCDCM decision, the application may be removed from this RGP
process.
g. The Corps will receive and review all Federal Agency comments as well as any
applicant rebuttal. Provided all Federal Agencies and the Corps are in agreement, the Corps will
prepare a coordinated federal position incorporating all Federal Agency comments, including
proposed permit special conditions and any recommendations for denial. The Corps will
typically furnish this coordinated federal position to the NCDCM within 45 days of its receipt of
the complete application, and copies of the Field Investigation Report and Bio-Report.
h. If the Corps does not concur with a Federal Agency's comments or recommendations,
the Corps will contact the Federal Agency and advise it of the Corps' position. Attempts to
resolve the issue may include initiating the referral procedures outlined by current memoranda of
agreement (MOA's) between the Department of the Army and the agency. No coordinated
federal position will be furnished to the NCDCM until and unless the Corps receives written
agreement from the Federal Agency that all issues have been resolved to the satisfaction of that
agency.

i. If any of the recommendations and/or conditions included in the coordinated federal
position are unacceptable to the NCDCM, the NCDCM will contact the Corps within ten (10)
days of receipt of the coordinated federal position and attempt to resolve the conflict. If
resolution of the conflict involves changes to the conditions or recommendations provided by the
Federal Agencies, the provisions of paragraphs g. and h. (above) will apply. If the conflict is
resolved to the satisfaction of the Corps and any affected Federal Agency, the NCDCM permit
will be issued and the authority of this RGP will apply.
j. If a Federal Agency conflict is not resolved within the time necessary for a decision by
the NCDCM, the NCDCM may proceed, independently, to conclude the state action without
inclusion of the federal position. In such case, the applicant and the NCDCM will be notified
immediately, in writing, that the state permit does not satisfy the federal permit requirements and
that the proposal in question may not proceed without federal authorization.
k. If the coordinated federal position is not in conflict with state agencies' positions, law,
regulation, or policy, and is acceptable to the NCDCM, a state permit will be developed by the
NCDCM fully incorporating the state and federal positions. The NCDCM will furnish copies of
the final permit to the applicant and the Corps. The NCDWR will furnish a copy of the Section
401 Water Quality Certification, if required, to the applicant and the Corps. The Corps will not
confirm the authorization of a proposed project under this RGP until the issuance of the NCDCM
permit and, if required, the Section 401 Water Quality Certification.
1. If the NCDCM permit or Section 401 Water Quality Certification is denied, the
applicant will be informed that federal authorization is denied without prejudice.
in. No work may proceed under this RGP until the Wilmington District Engineer or his
representative provides written verification that the procedures and conditions of the RGP have
been satisfied.
n. The NCDCM and the Corps will monitor all permitted work and periodically inspect
projects for compliance with permit conditions and applicable state and federal regulations. If
any violation of the NCDCM permit is discovered which would also constitute a violation of the
federal position, both the NCDCM and the Corps, in accordance with their respective regulations
and policies, may take enforcement action.
o. This RGP will not be used to authorize an activity when the Wilmington District
Engineer determines that the proposed activity would significantly affect the quality of the
human environment and therefore require preparation of an Environmental Impact Statement
(EIS).
General Conditions
a. Authorized structures located on or adjacent to Federally authorized waterways will be
constructed in accordance with the latest setback criteria established by the Wilmington District
Engineer. You may review the setback policy at

http://www.saw.usace.arM.mil/Missions/Navigation/Setbacks.awx. This RGP does not
authorize the construction of hardened or permanently fixed structures within the Federally
Authorized Channel Setback, unless the activity is approved by the Corps. The Permittee must
obtain approval from the Corps prior to the construction of any structures within the Federally
Authorized Channel Setback.
b. Except as authorized by this RGP or any Corps approved modification to this RGP, no
excavation, fill or mechanized land -clearing activities shall take place, at any time in the
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
c. Authorization under this RGP does not obviate the need to obtain other federal, state,
or local authorizations.
d. All work authorized by this RGP must comply with the terms and conditions of the
applicable Clean Water Act Section 401 Water Quality Certification for this RGP issued by the
North Carolina Division of Water Resources.
e. The Permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
f. The activities authorized by this RGP must not interfere with the public's right to free
navigation on all navigable waters of the U.S. No attempt will 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 for a reason other than safety.
g. The Permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if,
in the opinion of the Secretary of the Army or his/her authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
Permittee will be required, upon due notice from the Corps , to remove, relocate, or alter the
structural work or obstructions caused thereby, without expense to the United States. No claim
shall be made against the United States on account of any such removal or alteration.
h. The Permittee, upon receipt of a notice of revocation of the permit for the verified
individual activity, may apply for an individual permit, or will, without expense to the United
States and in such time and manner as the Secretary of the Army or his/her authorized
representative may direct, restore the affected water of the US to its former conditions.

i. This RGP does not authorize any activity that would conflict with a federal project's
congressionally authorized purposes, established limitations or restrictions, or limit an agency's
ability to conduct necessary operation and maintenance functions. Per Section 14 of the Rivers
and Harbors Act of 1899, as amended (33 U.S.C. 408), no project that has the potential to take
possession of or make use of for any purpose, or build upon, alter, deface, destroy, move, injure,
or obstruct a federally constructed work or project, including, but not limited to, levees, dams,
jetties, navigation channels, borrow areas, dredged material disposal sites, flood control projects,
etc., shall be permitted unless the project has been reviewed and approved by the appropriate
Corps approval authority.
j. The Permittee shall obtain a Consent to Cross Government Easement from the
Wilmington District's Land Use Coordinator prior to any crossing of the Corps easement and/or
prior to commencing construction of any structures, authorized dredging, or other work within
the right-of-way of, or in proximity to, a federally designated disposal area. The Land Use
Coordinator may be contacted at: CESAW-OP-N, 69 Darlington Avenue, Wilmington, North
Carolina 28403-1343, email: SAWWeb-NAVgusace.army.mil.
k. The Permittee will allow the Wilmington District Engineer or his/her representative to
inspect the authorized activity at any time deemed necessary to assure that the activity is being
performed or maintained in strict accordance with the Special and General Conditions of this
permit.
1. This RGP does not grant any property rights or exclusive privileges.
in. This RGP does not authorize any injury to the property or rights of others.
n. This RGP does not authorize the interference with any existing or proposed federal
project.
o. In issuing this RGP, the Federal Government does not assume any liability for the
following:
(1) Damages to the permitted project or uses thereof as a result of other permitted or
unpermitted activities or from natural causes.
(2) Damages to the permitted project or uses thereof as a result of current or future
activities undertaken by or on behalf of the United States in the public interest.
(3) Damages to persons, property, or to other permitted or unpermitted activities or
structures caused by the activity authorized by this RGP.
(4) Design or construction deficiencies associated with the permitted work.
(5) Damage claims associated with any future modification, suspension, or
revocation of this RGP.

p. Authorization provided by this RGP may be modified, suspended, or revoked in whole
or in part if the Wilmington District Engineer, acting for the Secretary of the Army, determines
that such action would be in the best public interest. The term of this RGP shall be five (5) years
unless subject to modification, suspension, or revocation. Any modification, suspension or
revocation of this authorization will not be the basis for any claim for damages against the
United States Government.
q. No activity may occur in a component of the National Wild and Scenic Rivers System,
or in a river officially designated by Congress as a "study river" for possible inclusion in the
system while the river is in an official study status, unless the appropriate Federal agency with
direct management responsibility for such river, has determined in writing that the proposed
activity will not adversely affect the Wild and Scenic designation or study status. Information on
Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency
responsible for the designated Wild and Scenic River or "study river" (e.g., National Park
Service, U.S. Forest Service, etc.)
r. This RGP does not authorize any activity within, or directly affecting, a marine
sanctuary established by the Secretary of Commerce under authority of Section 302 of the
Marine Protection, Research and Sanctuaries Act of 1972, unless the applicant provides the
Corps with a certification from the Secretary of Commerce that the proposed activity is
consistent with the purposes of Title III of the Marine Protection, Research and Sanctuaries Act.
Information on marine sanctuaries may be obtained at http://sanctuaries.noaa.gov/#MN.
Permittees may not begin work until they provide the Corps with a written certification from the
Department of Commerce.
s. In cases where the Wilmington District Engineer determines that the activity may
affect properties listed, or eligible for listing, in the National Register of Historic Places and its
codified regulations, the National Historic Preservation Amendment Acts of 1980 and 1992, the
Abandoned Shipwreck Act of 1987 and the Native American Graves Protection and Repatriation
Act, the activity is not authorized, until the requirements of Section 106 of the National Historic
Preservation Act (NHPA) have been satisfied. Permittees may not begin work until notified by
the Corps that the requirements of the NHPA have been satisfied and that the activity is
authorized.
t. If you discover any previously unknown historic, cultural, or archeological remains
and artifacts while accomplishing the activity authorized by this RGP, you must immediately
notify the Wilmington District Engineer of what you have found, and to the maximum extent
practicable, avoid construction activities that may affect the remains and artifacts until the
required coordination has been completed. The Wilmington District Engineer will initiate the
Federal, tribal, and state coordination required to determine if the items or remains warrant a
recovery effort or if the site is eligible for listing in the National Register of Historic Places.
u. Endangered Species.
(1) No activity is authorized under this RGP which is likely to jeopardize the continued existence
of a threatened or endangered species directly or indirectly or a species proposed for such

designation, as identified under the Federal Endangered Species Act (ESA), or which will
directly or indirectly destroy or adversely modify the critical habitat of such species. No activity
is authorized under this RGP which "may affect" a listed species or critical habitat, unless
Section 7 consultation addressing the effects of the proposed activity has been completed.
(2) Federal agencies should follow their own procedures for complying with the requirements of
the ESA. Federal prospective Permittees (and when FHWA is the lead federal agency) must
provide the District Engineer with the appropriate documentation to demonstrate compliance
with those requirements. The District Engineer will review the documentation and determine
whether it is sufficient to address ESA compliance for the RGP activity, or whether additional
ESA consultation is necessary.
(3) As a result of formal or informal consultation with the U.S. Fish and Wildlife Service
(USFWS) or NMFS, the District Engineer may add species -specific endangered species
conditions to the RGP verification letter for a project.
(4) Authorization of an activity by a RGP does not authorize the "take" of a threatened or
endangered species as defined under the ESA. In the absence of separate authorization (e.g., an
ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the
USFWS or the NMFS, the ESA prohibits any person subject to the jurisdiction of the U.S. to
take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap,
capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the
definition of "take" means an act which actually kills or injures wildlife. Such an act may include
significant habitat modification or degradation where it actually kills or injures wildlife by
significantly impairing essential behavioral patterns, including breeding, feeding, or sheltering.
(5) Information on the location of threatened and endangered species and their critical habitat can
be obtained directly from the USFWS in Raleigh, North Carolina at the address provided below,
or from the USFWS and NMFS via their world wide web pages at http://www.fws.gov/
or http://www.fws.g_ov/ipac and http://www.noaa.gov/fisheries.html respectively.
The Raleigh USFWS Office covers all NC counties east of, and including, Richmond,
Montgomery, Randolph, Guilford, and Rockingham Counties.
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
(6) The Wilmington District, USFWS, NCDOT, and the FHWA have conducted programmatic
Section 7(a)(2) consultation for a number of federally listed species and habitat, and
programmatic consultation concerning other federally listed species and/or habitat may occur in
the future. The result of completed programmatic consultation is a Programmatic Biological
Opinion (PBO) issued by the USFWS. These PBOs contain mandatory terms and conditions to
implement the reasonable and prudent measures that are associated with "incidental take" of

whichever species or critical habitat is covered by a specific PBO. Authorization under this RGP
is conditional upon the Permittee's compliance with all the mandatory terms and conditions
associated with incidental take of the applicable PBO (or PBOs), which are incorporated by
reference in this RGP. Failure to comply with the terms and conditions associated with incidental
take of an applicable PBO, where a take of the federally listed species occurs, would constitute
an unauthorized take by the Permittee, and would also constitute Permittee non-compliance with
the authorization under this RGP. If the terms and conditions of a specific PBO (or PBOs) apply
to a project, the Corps will include this/these requirements in any RGP verification that may be
issued for a project. The USFWS is the appropriate authority to determine compliance with the
terms and conditions of its PBO, and with the ESA.
(7) Northern long-eared bat (NLEB) (Myotis septentrionalis). Standard Local Operating
Procedures for Endangered Species (SLOPES) for the NLEB have been approved by the Corps
and the U.S. Fish and Wildlife Service. See
http://www.saw.usace.ariny.mil/Missions/Re ug latory-Permit-Pro rg am/A ency-
Coordination/ESA/. This SLOPES details how the Corps will make determinations of effect to
the NLEB when the Corps is the lead federal agency for an NCDOT project that is located in the
western 41 counties of North Carolina. This SLOPES do not address NCDOT projects (either
federal or state funded) in the eastern 59 counties in North Carolina. Note that if another federal
agency is the lead federal agency for a project in the western 41 counties, procedures for
satisfying the requirements of Section 7(a)(2) of the ESA will be dictated by that agency and will
not be applicable for consideration under the SLOPES; however, information that demonstrates
the lead federal agency's (if other than the Corps) compliance with Section 7(a)(2) / 4(d) Rule
for the NLEB, will be required in the PCN. Note that at the time of issuance of this RGP, the
federal listing status of the NLEB as "Threatened" is being litigated at the National level. If, as a
result of litigation, the NLEB is federally listed as "Endangered", this general condition ("s")
will no longer be applicable because the 4(d) Rule, and this NLEB SLOPES, will no longer
apply/be valid.
(8) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly
adhere to all requirements therein. The guidelines can be found at
https://www.fws.gov/raleigh/pdfs/1\4anateeGuidelines20l7.pdf
(9) If the Permittee discovers or observes any live, damaged, injured, or dead individual of an
endangered or threatened species during construction, the Permittee shall immediately notify the
Wilmington District Engineer so that required coordination can be initiated with the U.S. Fish
and Wildlife Service and/or National Marine Fisheries Service.
v. Permittees are advised that development activities in or near a floodway may be
subject to the National Flood Insurance Program that prohibits any development, including fill,
within a floodway that results in any increase in base flood elevations. This RGP does not
authorize any activity prohibited by the National Flood Insurance Program.
w. The Permittee must install and maintain, at his/her expense, any signal lights and
signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized

facilities. For further information, the Permittee should contact Coast Guard Sector North
Carolina at [phone] or email Coast Guard Fifth District at cgd5waterways&uscg.mil.
x. If the display of lights and signals on the authorized structure is not otherwise
provided for by law, such lights and signals as may be prescribed by the U.S. Coast Guard will
be installed and maintained by and at the expense of the Permittee.
y. It is possible that an authorized structure may be damaged by wave wash from
passing vessels. The issuance of this RGP does not relieve the Permittee from taking all proper
steps to ensure the integrity of the permitted structure and the safety of moored boats. The
Permittee will not hold the United States liable for any such damage.
z. Structures and their attendant utilities, authorized by this RGP, located on lands subject
to an easement in favor of the United States for the operation, maintenance, improvement, and
enlargement of the Atlantic Intracoastal Waterway (AIWW), will be removed at the expense of
the Permittee, in the event that, in the judgment of the Corps acting on behalf of the United
States, the lands are needed at any time for any purpose within the scope of the easement.
Permanent buildings will not be constructed within the easement.
aa. The Permittee must maintain any structure or work authorized by this RGP in good
condition and in conformance with the terms and conditions of this RGP. The Permittee is not
relieved of this requirement if the Permittee abandons the structure or work. Transfer in fee
simple of the work authorized by this RGP will automatically transfer this RGP to the property's
new owner, with all of the rights and responsibilities enumerated herein. The Permittee must
inform any subsequent owner of all activities undertaken under the authority of this RGP and
provide the subsequent owner with a copy of the terms and conditions of this RGP.
bb. At his/her sole discretion, any time during the processing cycle, the Wilmington
District Engineer may determine that this RGP will not be applicable to a specific proposal. In
such case, the procedures for processing an individual permit in accordance with 33 CFR 325
will be available.
cc. Except as authorized by this RGP or any Corps approved modification to this RGP,
all fill material placed in waters or wetlands shall be generated from an upland source and will be
clean and free of any pollutants except in trace quantities.
dd Except as authorized by this RGP or any Corps approved modification to this RGP,
all excavated material will be disposed of in approved upland disposal areas.
ee. Activities which have commenced (i.e., are under construction) or are under contract
to commence in reliance upon this RGP will remain authorized provided the activity is
completed within twelve months of the date of the RGP's expiration, modification, or revocation.
Activities completed under the authorization of this RGP that were in effect at the time the
activity was completed continue to be authorized by the RGP.

BY AUTHORITY OF THE SECRETARY OF THE ARMY:
WamiA.ett
Colonel, U.S. Army
District Commander

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
February 19, 2024
DWR # 20231727
New Hanover County
North Carolina Wildlife Resources Commission
Attn: Michael Leggett
1718 NC 56
Creedmoor, NC 27522
Delivered via email to: [e-mail]
Subject: Approval of Individual 401 Water Quality Certification
Wrightsville Beach Boating Access Area
USACE Action ID. No. SAW-2023-02498
Dear Mr. Leggett:
Attached hereto is a copy of Certification No. WQC006650 issued to Michael Leggett and North Carolina
Wildlife Resources Commission, dated February 19, 2024. This approval is for the purpose and design
described in your application. The plans and specifications for this project are incorporated by reference
as part of this Water Quality Certification. If you change your project, you must notify the Division and
you may be required to submit a new application package with the appropriate fee. If the property is sold,
the new owner must be given a copy of this Certification and is responsible for complying with all
conditions. [15A NCAC 02H .0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize
any person to interfere with the riparian rights, littoral rights, or water use rights of any other person
and does not create any prescriptive right or any right of priority regarding any usage of water. This
Water Quality Certification shall not be interposed as a defense in any action respecting the
determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed
by virtue of this Water Quality Certification to possess any prescriptive or other right of priority with
respect to any other consumptive user.
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wilmington, North Carolina 28#05-5406
NORTH CAROLINA
oR.m.m,r�.n_neraial` /"� 910.796.7215

NCWRC-Wrightsville Beach BAA
DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B DWR Project #20231727
WQC006650
Page 2 of 11
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Water Quality Certification for the project and may also result in criminal and/or civil penalties.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Wilmington Regional Office within 24 hours (or the next business day if a weekend or holiday) from
the time the permittee becomes aware of the circumstances.
The permittee shall report to the Wilmington Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.
Sincerely, DocuSignedby:
E1o46A2B5E126A9394A6...
Vti G Sa-�,�.�
Morella Sanchez -King
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wiimington, North Carolina 28405-5406
NORTH CARCLINA 910.796.7215
gaparMeM of EmironmanW quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 3 of 11
Electronic cc:
Regional Operations Supervisor
Division of Water Resources
Gregg Currey, USACE Wilmington Regulatory Field Office
Maria Dunn, NCWRC
DWR 401 & Buffer Permitting Branch Electronic file
Filename: 20231727_NCWRC Wrightsville Bch BAA_IWQC_NHCo_Feb.24.docx
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. WiUmington, North Carolina 28405-5406
NORTH CARCLINA 910.796.7215
gaparMeM of EmironmanW quay

NCWRC-Wrightsville Beach BAA
DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B DWR Project #20231727
WQC006650
Page 4 of 11
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC006650 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500
and 15A NCAC 02B .0200, to Michael Leggett and North Carolina Wildlife Resources Commission, who
have authorization for the impacts listed below, as described within your application received by the N.C.
Division of Water Resources (Division) on December 19, 2023, and by Public Notice issued by the Division
of Coastal Management on December 26, 2023, and within the Reasonable Period of Time pursuant to 40
CFR Part 121.6.
The State of North Carolina certifies that this activity will comply with water quality requirements and
the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application, the supporting documentation, and conditions
hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Permanent
Amount Approved
Temporary
Mitigation
Amount Required
Coastal Wetlands
Bulkhead 2' waterward of
existing
0.022 acres
(975 sq.ft.)
0.135 acres
(5,885 sq.ft.)
0 credits
Estuarine Waters
Bulkhead 2' waterward of
existing
0.011 acres
(520 sq.ft.)
N/A
0 credits
Totals:
0.033 acres
0.135 acres
N/A
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. Due to the possibility that compaction, sloughing and/or other site alterations within the coastal
wetlands and estuarine waters may occur based on construction methodology resulting in
impacts outside the authorized bulkhead alignment the applicant is cautioned to take all
necessary measures to ensure that these impacts do not occur. The permittee shall provide
initial midway and final report including photographs of progress of the project. Upon
submission of these update to the NCDWR, the permittee shall schedule an agency post -
construction field meeting with the NCDWR to determine if the any unintended impacts have
occurred outside of the authorized bulkhead alignment. If it is determined the waters and/or
wetland areas impacted have not maintained jurisdictional status, the NCDWR shall determine if
compensatory mitigation and/or restoration is to be required.
Citation: 15A NCAC 02H.0506(b)(2) and (b)(3)
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0—p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 5 of 11
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture), and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
All bulkhead backfill material shall be obtained from a high ground source and confined
landward of the permitted bulkhead. The permitted bulkhead is authorized a maximum of 2
feet waterward of the existing bulkhead.
Citation: 15A NCAC 02H .0501 and .0502 and 15A NCAC 02H .0506 (b)(1)-(3)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
All bulkhead backfill will consist of clean, earthen material free of any pollutants except in trace
quantities. Metal products, organic materials, rock, concrete, bricks, or other non -earthen
debris shall not be used.
Citation: 15A NCAC 02H .0506 (b)(1)-(3)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
4. Concrete construction materials used for bulkhead components, such as deadman anchors, tie-
back systems and concrete caps, shall be managed in a manner that prevents contact with
waters of the State. A dry work area shall be maintained to prevent direct contact between
curing concrete and adjacent surface water. Water that inadvertently contacts uncured
concrete shall not be discharged to surface waters due to the potential for elevated pH and
possible aquatic life and fish kills. Any water that contacts uncured concrete shall be captured,
treated, and disposed of properly.
Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 028 .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (2) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the
waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 6 of 11
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (2) Floating or submerged debris, oil, deleterious
substances, or other material shall not be present in amounts that cause adverse impacts on
existing wetland uses.
The Permittee shall secure an approved stormwater management plan (SMP) from NCDEMLR
before any impacts authorized in this certification occur. The applicable portion of the approved
SMP shall be constructed and operational before any permanent building or other permanent
structure is occupied at the site. If any of the SCMs are used as an Erosion and Sediment Control
device, it must be restored to the approved stormwater design condition within 30 days of
close-out of the Erosion and Sediment Control Plan.
Citation: 15A NCAC 02H .0506(b)(2) and (3); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis
6. The permittee shall report to the DWR Wilmington Regional Office any noncompliance with,
and/or any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not
limited to sediment impacts to streams or wetlands. Information shall be provided orally within
24 hours (or the next business day if a weekend or holiday) from the time the permittee became
aware of the non-compliance circumstances.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
7. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule (including, at minimum: aquatic life propagation, survival,
and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
8. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion so
that no violations of state water quality standards, statutes, or rules occur.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 7 of 11
Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North
Caroline Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor -owned or leased borrow pits associated with the project. Sufficient
materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-
I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in 15A
NCAC 0413.0124, Design Standards in Sensitive Watersheds.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c), 15A NCACO28.0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
9. Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any
silt fence installed within wetlands shall be removed from wetlands and the natural grade
restored within two (2) months of the date that DEMLR or locally delegated program has
released the specific area within the project to ensure wetland standards are maintained upon
completion of the project.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 8 of 11
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200, 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
10. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would
result in secondary or cumulative impacts.
11. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 9 of 11
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
12. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: 15A 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 02B .0200, 15A NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
13. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
general equipment maintenance shall be performed in a manner to prevent, to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c), 15A NCAC 028.0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
14. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0231
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQCOO665O
Page 10 of 11
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected; populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
15. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H .0507(c); N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
16. The permittee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation
of standards, or would result in secondary or cumulative impacts.
17. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this certification in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or maintenance
of this project with a copy of this Water Quality Certification. A copy of this Water Quality
Certification shall be available at the project site during the construction and maintenance of
this project.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wipmington, North Carolina 28#05-5406
NCRTH CAROLINA 910.796.7215
0_p Mo Emimnmen quay

DocuSign Envelope ID: E2FFOBBC-F5F4-45E3-989B-8E47EDAB2E6B
NCWRC-Wrightsville Beach BAA
DWR Project #20231727
WQC006650
Page 11 of 11
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of
issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This, the 19th day of February 2024
Eo4
DocuSigned by:
6V UA Sa —u"
A2B5E126A9394A6...
Morella Sanchez -King
Regional Operations Supervisor
Division of Water Resources
D � � North Carolina Department of Environmental Quality I Division of Water Resources
127 Cardinal Drive Ext. Wiimington, North Carolina 28405-5406
NORTH CARCLINA 910.796.7215
gaparMeM of EmironmanW quay