Picha

CERTIFICATION OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environmental Quality and the Coastal ResourcesSommission in an area of •
environmental concern pursuant to 15 NCAC Subchapter 7K>p1Lf'or NCGS 113A-103(5)(b)(5) .
Applicant Name 1,a-', � �h V° 1� -1` ' �'� PhoneNumber' r ( L07S2o
Address 1110 I Ct,. t1R C.r " ,City Ceblita State N c Zip Z-7"23S
Project Location(Cour)ty,State Road,Water Body,et )
Z., ,,c.-, i ` i t. L�P [ 3 / iA .t¼ t1u(
N �'h-c. --1^ o-k• O c c - (Skit,
-c e c< 4n 0,�` � c.. ...t h-.- Akt•.►-Vic- OcvJula.
Type and Dimensions of Project V --c.)LI, (9" I-(
C ja � n;� �r12U� Ss.p4
The proposed project to be located and constructed as This certification of exemption from requiring a CAMA permit
described above is hereby certified as exempt from the is valid for 120 days from the date of issuance. Following
CAMA permit requirements.This exemption to CAMA expiration,a re-examination of the project and project site may
permit requirements does not alleviate the necessity of be necessary to continue this certification.
your obtaining any other State, Federal,or Local
authorization.
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Any person who proceeds with a development without the con- atz, r r` `''c.
sent of a CAMA official under mistaken assumption that the Appli is si nature (� `
development is exempted, will be in violation of the CAMA if there ` , ( Qt/ lJ/G`X ' l
is a subsequent determination that a permit was required for the ,.�^ T... ....-. W \ ��'`�%t f
development. CAMA ffici I's si nature
The applicant certifies by signing this exemption that the Ct 2S1zdzo I I zIll Z-oz
applicant will abide by the conditions of this exemption. Issuing date Expiration Date

CH. ERTIFICA—T 1.-0N OF EXEMPTION
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.1574 subsequent determination that a,iparhirt wat required the
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AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: \I)Mt a ' ���. ! LL
Mailing Address: �1 ) --� i
Ocp ! )c xi( 2k' C
Phone Number; b 2 _ S 2
ctT
Email Address: KPP&W P PFO, On
I certify that I have authorized`'' , l 4ePcee Feek. o.A/ -142 ) >
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: 4; 1zhc� ,54 N
�Aa'Yl{1 �f) 1�c3�Yl 140 aztr
at my property located at `' ct Q%4U . �4 � �1 ?Ay() ,
in i„,,i() ,c)&., County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner information:
._X‘2„.„12-.sgnature
l p,
/ Print or Type Name
Sr e
+ ? Title
i. lJ I : y2v
Date
This certification is valid through 1 /

ADJAC NT RIPARIAN PROPS
RT OV+lNE STATEMENT
I hereby certify that ! own property adjacent to , v <; \�)( /�/� AI f
../ -(./�.--� L�� yam„ I_
property located at y a 1. A �. (Name f Poe _s
J f !a Owner)_
on (Address, Lot Block, 1
(Waterbody) in�C+4 /4//' y 5/Gf l�r'e:,€ ,
1
(City/Town and/or County)
The
location.applicant has described to me, as shown below, the development
----______ I have no objection to this proposal. proposed at the above
-- __ I have objections to this proposal.
DESCRIPTION AND/OR DRAWING Of; PROPOSED DEVELOPMENT
(Individual proposing development must f1//in description P below or attach;#site
drawing)
!Lei)'q-i'? q e_c-.F.'114. ei
/4-,.7, i1 ,5,4--.l�'U N9
� � S
I understand that a pier, dock, m�orinWAIVER SEC
must r set back a minimum distance op15gs.frombo ram
me. (If you wish waivem the setback,istanc you must initial the a p. breakwater,
f ea riparian access
unless
boathouse, lift, or groin
my area of rit blank blow waived by
appropriate below.;
l do wish to waive the 15' setback requirement.
---- I do not wish to waive the 15'setback requirement.
(PropertyOwner Inform tion)
') , (Adjacen
r ( 27perty Owner Information)
S.rnahtre
-" reZ. C at ire"'
iris TYg�Name
(1 i�J ! l Prin o T •
id() Y . Name
Mailing Addess • l C 1 � 1��`'
is '4 r J r' Gling Addr I t
y/State2ip �t" ' S I`( p-
City/State2ipL t'� it (
Telephone Number/email address
Tele hon
---�L- ``z' '' _ eumberl email eddress�`—
Date
*Valid for one calendar year after signature*
(Revised Aug. 2014)

8/11/2020. Appraisal Card
'BRUNSWICK COUNTY - 8/11/2020 9:50:01 PM
KAYS.SERENITY LLC - Return/Appeal Notes;. Parcel:2571E010 •
149 OCEAN ISLE WEST BLVD.OI' . PLAT:/UNIQ ID 138487
80071539 ID NO:105412867154 • ' .
'BRUNSWICK COUNTY(lop),OCEAN ISLE BEACH(100),01B FIRE(547) CARD NO.1 of 1 • •
Revel Year:2019:Tax Year:• L:10.76AC WILLIAMSON IRREVOC TRUST PL Z/16 •
1:0000 LT' SRC=
zozo.
Appraised by 60'on 06/07/2018 606WE OIB WEST END(GATED) TW-06 CI-12FR-11EX- AT- LAST ACTION 20190624
CONSTRUCTION DETAIL MARKET VALUE. : DEPRECIATION .' 'CORRELATION'OF VALUE
Foundation-3 BASE I Standard)0.17000*.• . . . .
Plers>BR.w/Con. . ' : •10.00 USE MOD•Area'Eff., QUAL ' RATE' RCN' EYB AYB '' '• . • CREDENCE TO• MARKET
Sub Floor System-4 07 01 3;775 148 186.48 703963 2002 1998.. • %GOOD. 183.0 DEPR.BUILDING VALUE-CARD •' 584,29D
Plywd/P8 bd.' 5.00 •• 'SFR CONSTRUCTION DEPR.OB/XF VALUE-CARD 35,690'
TYPE:SINGLE FAMILY BEACH
Exterior Walls.-.19 MARKET LAND VALUE-CARD 805,000
. .
Hardy Plank . . . 32.00 STYLE:3.-2:0 Stories TOTAL MARKET VALUE=CARD 1,424,980
Roofing Structure=04 - ' ' ' ' .
Hip - 9.00' • . TOTAL APPRAISED VALUE-CARD 1,424,980
Roofing Cover-06 . . TOTAL APPRAISED VALUE-
Arch Shingle. 5.00 EL
. . ' . . PARCEL
1424 980
•
.Interior Wall Construction-S ' . . 2$
Drywall/Sheetrock. .28.00
,Interior Wall Construction-6 ' +� PARCEL RESENT USE VALUE- 0
Custom Interior 0.00 - 0
Interior Floor Cover-11 Sa! ' ; TOTAL.VA AB DEFERRED PARCEL
gamic Clay Tile • 10.00 TOTAL TAXABLE.VALUE-PARCEL$1,444,980
Interior Floor Cover-14 0.' •• • ' • PRIOR -
Carpet • 0.00 • BUILDING VALUE 557,030
' Heating Fuel 04 OBXF VALUE • 37,830
Electric ' ' 1.00 • ' ' 1T . NAND VALUE . 878;750
Heating Type 09 '' PRESENT USE VALUE
Heat Pump Only 4.00 . . DEFERRED VALUE 0
Air Conditioning Type-03' : :• . . `TOTAL VALUE 1,473,610
.. .Central . . . . 4.00 _
Bedrooms/Bathrooms/Half- y e, '
. Oathrooms • PERMIT
6/6/1 18.000 SAS .. '52' • CODE I DATE I NOTE I.NUMBER I AMOUNT
Bedrooms
BAS-2 FUS-4LL-0. • _ 2' .
throoms •- �. ',ROUT:WTRSHD:
2 FUS 4 LL-0 FOP . SALES DATA
Half-Bathrooms' ..OFF. . . INDICATE
BAS-1 FUS-0 LL-0 RECORD DATE DEED ' 'SALES '
Office 1E' BOOK PAGE MO YR TYPE Q/U V/I PRICE
BAS-0FUS-0LL-0 0 . ' .040540859 5,2018 GW.' U' I 0
TOTAL POINT VALUE , • . 1129.000 02414 1081 6 2006 WD. U I. ' 0
BUILDING ADJUSTMENTS ;j' 017844139 ,7 2003 WD U V 1875900
Market/Design 07 .10 11.1000 01197 0515 '1 1998 WD U V 300000
Quality 4 ABOVE 1.1000 007940967 2 1990 WD U V _ 0
AVERAGE S 8 B' .
• Size Size Size . 0.9500 . . T tb'
Construction 05 1.00 ' 1.0000 ��1' 7', •
factor It . . HEATED AREA 3,469
TOTAL ADJUSTMENT FACTOR . 1.150 NOTES
TOTAL QUALITY INDEX : 148 Click on image to enlarge p75T#09050 • I
SUBAREA • UNIT ORIG% ANN DEP % ' OB/XF DEPR.
GS ODE DESCRIPTION COUNT LTH WTH UNITS PRICE COND • BLDG#AYB EYB RATE •OVR COND VALUE
TYPE . AREA % RPL CS 0 ELEVATOR 1' 1 ' 1 18,000.00 ' 0 '1 1998 1998 S2 58 . .10440
BAS 1,759100.32801 (PASSENGER)
FOP'! 1 241 030. 69371.:6 POOL(RESID) 0 0 ,432 ' 60.00 ' ' . 0 1 . 1998 1998 ' " S3 ' ' 37 9590
FUS* 1,710090 28699'42 BULK HEAD ' . 72 5 72 200.00 0 ' 1 1998 1998, S3' ' 40 ' 5760
-27 DECK. 64 5 320 .14.00 0 1 .20022002 - ' S3 49 ' 2195,
LLV* 216020 '801 t8 GAZEBO • 12 12 • 144 30.00 0 1 ' 19981998 S3 37 1598
WDD* 312 020 115
FIREPLACE 1-None. 6 '72 PIER/DOCK(RESID) 64 4 256 15.00 0 1 19981998 S2 56 2227
2 PIER/DOCK(RESID) 10 12 120 .' 15.00 . 0 1 19981998 S2 58 1044'
SUBAREA 5,238 703,965 DOCK(FLOATING) 8 16 128 , 25.00 0 1 19981998 S3. 37 1184
TOTALS 2 FENCING . 344 4 344 12.00 . ' 0 1 19981998' S3 40 ' 1651
OTAL OB XF VALUE 35,689
BUILDING DIMENSIONS
FOP=S61W 15N3 W5S7W14N7W 5S3W7N8F38N16E2N12W2N17W33N5W5N3E46Area:1073;W DD.=.N6E28S6W28Area:168;BAS=W33N5W5S50E3BN16E2N12W2N17
7Area:1759;FUS=Ar o:1710;FOP=Area:168;WDD=Area:144;LLU=Area:216;TotalArea:5238 ..
LAND'XNFORMATION
OTHER .
ADJUSTMENTS AND - LAND . ' TOTAL
' HIGHEST AND USE LOCAL FRON DEPTH LND COND NOTES RO UNIT LAND UNT TOTAL ADJUSTED LAND OVERRIDE LAND
• BEST USE . CODE ZONING TAGS DEPTH./SIZE MOD FACT RF AC LC TO OT TYPE PRICE UNITS TYP ADJST UNIT PRICE VALUE VALUE NOTES
SFR OCEAN ' 0107 Cl 0. 0 1.0000 0 1.1500 PS 700,000.00' 1.000 LT 1.150 805,000.00 805000 0
VIEW . . •
TOTAL MARKET LAND DATA 805,000
TOTAL PRESENT USE DATA '
•
hlnc-/Ifav hnincrn not/'rtenat/Annraicaletarrl acnr9narraio9c7IP11f1RTavVaar=9f170 1li

•
•
8/10/2020. Appraisal Card
•
BRUNSWICK COUNTY.. - 3:Da. 8/10/2620 5:2 AM
'DELL ROBERTE 3R Return/Appeal Notes; Pareeli 257IE009
147 OCEAN ISLE WEST BLVD 0I • PLAT:/UNIQ ID 138486
61012490 ID NO:105412868115
BRUNSWICK COUNTY(100),OCEAN ISLEBEACH(100),0I3 FIRE(547) CARD NO.I.Or
Revel Year:2019 Sax Year: L-9":80AC WILLTAMSON raaavoCTRUST PLAT2/16 - 1.0000 LT SRC
2020.. '
Appraised by 60 on 06/07/2018 6o6WE OMWEST.END{GATED). TW-06 CI-12FR-11EX AT LAST ACTION 20196206
CONSTRUCTION DETAIL' : • ." MARKET VALUE • . . DEPRECIATION' .' CORRELATION OF VALUE
Foundation'-3 ' '' 'Eff. BASE I Standard)0.17000' . . .
Plers>8ft w/Con'. . 10.Of.USE MOD..Area.'QUAL RATE; RCN .EYE AYB REDENCE TO MARKET
Sub Floor System:-4 • 07 01 3,904 148 186.48 729999 2002199 . . %GOOD. • r83.0 f'EPR.BUILDING VALUE-CARD 605,900
P d Ptl bd 8.00 TYPE:SINGLE FAMILY BEACH SFR CONSTRUCTION
I I EPR.OB/XP VALUE-CARD' 50,876
Exterior Walls-16 • am'LAND VALUE-CARD 700,000
WoodNinyi Shingle 32.00 STYLE 3_2.0 Stories TAT.MARKET VALUE-CARD 1,356,770
Roofing Structure-04 • •
Hip 9.00 . . .TM-APPRAISED VALUE-CARD 1,356 770
Roofing Cover=06 OTAL APPRAISED VALUE
Arch Shln9le'. 5.00 ARCEL- 1,356,770
Interior Wall ConstrucWon-5 ' .' El. WDD.
Drywall/Sheetrock 28.00
iInterlor Wall Constriction-6 TAL PRESENT USE VALUE- 0
ARCEL
Custom Interior . . 0.00 .32' Al.VALUE DEFERRED-PARCEL 0
Interior Floor Cover-11 d• OTAL TAXABLE VALUE-PARCEL$1,356,770
Ceramic Clay Tile .. 10.00
Interior Floor Cover-14 PRIOR
Carpet .. 0.00 : 3rj, 3' 3.. 1
4' :UILDING VALUE 538,800
ieatlng Fuel r 04. o BXF VALUE 52,570
teejectric 1.00 •ND VALUE 878,750r
Heating Type=.09 r RESENT USE VALUE 0
Hleeaat.Pump Only 4.00
0EFERR®
Al .9 Type 4.00 .wE
lr CoCentr . "nditionln T e-03 • AL VALUE 1,470,120
Bedrooms/Bathrooms/Half-
'
Bathrooms
5/4/0 " . 18.000 43' OAS PERMIT
Bedrooms. CODE I DATE I NOTE I NUMBER.I AMOUNT
BA5-2 FUS-3U.-0'
Bathrooms •OUT WTRSHD:
BAS-2 FUS'-'2 LL-0 _ SALTS DATA
Half-Bathrooms . - .
OFF. INDICATE
BAS-0 FUS-0 LL-0 . RECORD DATE DEED SALES
Office" .BOOKPAGE MO YR TYPE O/UV/I PRICE.
BAS-0 FUS-0 LL-0 0 01402 0167 9 2000 WD Q I 948000
TOTAL POINT VALUE 1129.000 • 26' '10691133 1 1996 WD •U V 350000
BUILDING ADJUSTMENTS '07940967 2 1990 WD U. V 0'
Market/DesIgn 07 .10 1.1000/ •
Quality 4 . ABOVE' 1.1000 .
' AVERAGE . 14' . COP .. HEATED AREA'3,183
Size Size Size 0.9500
Construction 05 " 1.00 1.0000 NOTES
Factor: 18 h•OSION ADJ
TOTAL ADJUSTMENT FACTOR 1.150 .7ST409
TOTAL QUALITY INDEX 14E Click on image to enlarge . . . .•.9
SUBAREA
UNIT' . ORIG ANN DEP % OB/XF DEPR.
GS :, CODE DESCRIPTION COUNTLTHWTH UNITS PRICE COND BLDG*AYE EYB RATE OVR COND VALUE
TYPE AREA % RPL CS 27 DECK 64 4 256 .14.00 . 0 1 1996 199; S3 40 1434
845 2,212,100 412494 27 DECK 86 6 528 '14.00 0 . 1 2004 20'• S3 55 4066
FOP* . . 782 030' 43823 DOCK(FLOATING) .12 16 192 .25.00 0 1 20012001 S3 46 2208
FUS* - 971 090 162984/2 PIER/DOCK 68 6 408 35.00 0 1 2001 2001 S2 64 9139
LW* 2,212020 82424'74 (RAAMMPO) 16 4 . 64 16.00 0 "1 2001200 52, 64 655
UOP* 320 020 •1193a
WDD* 384 020 14359117 DMA DDT 34 . 6 204 ,14.00 0 1 . 2001 200 S3 46 1314
FIREPLACE ' 7-Prefab 1,98016 POOL(RESID) 0 , 0 636 78.00 .0 1. 2006 200: 'S3 61 30356
SUBAREA 6,881 729,999.32 ,FENCING , 232. 0. 232 12.00 0 1 2006200. S3 . 61 1698
TOTALS (TOTAL OB/XF VALUE
50,870
BUILDING DIMENSIONS BAS=W14S3W18N3W14543E28S16E18N59Area:2212;FOP=W32S8E14S3E18N11Areai310;WDD=N1OW32S10E32Area:320;FOP=S14E28N14W26Area:392
2;UOP=Area:320;LLU=Area:2212;FUS=Area:971;WDD•Area:64;FOP=Area:80;TotalArea:6881 • '
LAND.INFORMATION
' OTHER '
ADJUSTMENTS AND '•LAND TOTAL
HIGHEST AND USE LOCAL FROM 'DEPTH LND COND NOTES ILO UNIT 'LAND UNT TOTAL ADJUSTED, LAND OVERRIDE LAND
BEST USE CODE ZONING TAGS DEPTH, /SIZE MOD PACT RP AC LC TO OT TYPE PRICE UNITS TYP ADJST UNIT PRICE VALUE ' VALUE NOTES
SFR OCEAN .•. 0107 Ci. 0 0 ' 1.0000 0 1.0000 'PS 700,000.00 ' 1.000 LT 1.000 700,000.00 700000
TOTAL MARKET LAND DATA 700,000
TOTAL PRESENT USE DATA
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TYPICAL CROSS SECTION OF OVERSIZED SANDBAG REVETMENT ,„/. 511 re
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PLAN VIEW OF OVERSIZED SANDBAG REVETMENT
GENERAL NOTES
t)Drawing Is for permlWng purposes only and not
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2)Copyright s 2016 Sampson Contracting,Inc.All rights
FHB yt("4& reserved.This nrMkl r,M property of Sampson
M wy Contracting,Inc..and Is protected by the copyright Ism
of the United States and other countries.R may not be
l reproduced.dletrbutsd,or attend In any feshbn by any
entity without the express written consent of Sampson
Conbatsbg,Inc.Written consent Is hereby granted b
Kay and Dave Pier and Eroebn Control SpedaMt.
L' Written content Is hereby warded to NC DEC.US Army
Corps of Engineers for PerrnR processing purposes.
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PICHA EROSION CONTROL
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bILAWINO TITLE.
`=-=�`"`0-11a' "' SANDBAG REVETMENT
_ CROSS SECTION AND PLAN VIEW
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''' DRAWN SHEET ET S OF 001
ammoDATE 0312El16
SCALE: 1 IN =50 FT boom.no 04-032516

LEOENDR$Y
MI I. EdNkq 6 x 20•Sarxlhag Alpenenl
0 10 50 SO
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60.1.t Street S MIN
SCALE:1 IN-50 FT Ocean Proposed Overexert17 NGVO x wT San
Easement •. Y 4, Existing Remnant Rlr.p Groin
Rut Line a Vegetation I fhol»nyU
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Old Sound Conk
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IS OceanMont Seth.* / t _-- -
tatdrrard Extent of tell Property - OrasntaKBNixack
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q3 fii �� - East Extant d CAanrl i Low Tide 3�CS/16
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ram\ 1 q, 1 iL`\v\ \ ,•'t%ir/ I l
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\ \\ „•�" Piolu Property\ %���j, I NOTES
�'1)Elevation contorts from Cason Selena,8 Engineering,
\ 1,`g a s\ ',o�.� / I PLlC drawings dated v1/oe and 1 n 3ro9.Thole contours
S' //% �� Wllliannm Trust Properly 3/25/18 have been altered by subsequent erasion control
` �\\\ 1111 l• •` \ i. /%/ / r construction end shifting sands In OW Town Creek and
\ t / Tubbs Inlet.Eblatbn contours above the top d GOWN
,�\\ \ �,s.r�i \` • /(�AN///. / Washout Par 13nnwAd Co.Tax Elevationsandbags refrain ss Ind/ceded. of y
\ , \ gee • ..� - c/rJ//� 3e-' developed pity y'S'AVD88. a
\\C\�` \ r�,\7� 2(r y / \ p/r'%V/K0 Kr 6 GENERAL NOTES
\\ ....I.,:' C! __ J s'%/. ' / 11/25/15
t)Drawbrgs darted from Saki ottewvailorts.Brunswick Co.
\ N. vtiol,,V A tP• l l�� f��' / / i GIS.Coastal Science S Engineering,PLLC drewlr�
\ 1�r:•t tee•-_ [..tn. \\\ -'8�^ " dated 1/1}pg end 1/13/09,and Stoney S Aeaodaree,Inc,
Ja✓ ♦/`+.',./ •='e�J�:.\\_- - �J iCi%// /' / / drawing Med 523/94.
'\\\ \.../I ik�• J%/�AAK►//WO/AV MI'' / —/ __ 21 pig Purposes only end na
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\, �\ �' �AV/ �/i. -1i-
' '* /' / reserved.This material le tha property of Sampson
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4 \�L\" � //� /= '•r ' or IM unled stes.rd oIM countries.a rtuy Cal tN
` e ._`- f 'se •e / 10/9/14 / _ enetyyu�iout the express v creme off Sampsonpsny
B• Contracting.Inc Written odneent Is hereby wanted to
`� � -1 y, �' - / -/ Nay and Dave Rohs end Erosion Contra Specialists.
L^�� .• fA ---- / WrSlen_ Coil of Ensent Is gineers for Permit procesafted to sing Dr
US Army
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/ / // /' / eanwN. TS 04-032510-001
J / o�� SHEET 1 OF 3
• / // -/ ,—. '_- recuac�xo: 04-032510

CERTIFICATE OF EXEMPTION
FROM REQUIRING A CAMA PERMIT N? 01416 D
as authorized by the State of North Carolina,
Department of Environment and Natural Resources and the Coastal Resources.Commission
in an area of environmental concern pursuant to 15 NCAC Subchapter 7KQ(lit .
Applicant Name "1 `i K �i i Lib ;ikC y -Iv 'Phone Numbet(Z 2) '47' - }.ti,G
.� { 1 t
Addre s .,9 i:3't 6v-' , 1 ,s ,'' ). '"$
City repp1Lt L mAk1 tate _KL�. Zip .._
. Project catiopt(County, .tare Roa91, V,ater i•¢y, qtc.) ^ A. -l" !;t,T44. L. - . Ct. •
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•
' affilliMMUIMIENIROMENTIEZE..
-1- 't.Z r". L, ' l�C�t v
Type and Dimensions of Project ._ t^t
The proposed project to be located and constructed as described This certification of exemption from requiring a CAMA permit is
above is hereby certified as exempt from Ale CAMA permit valid for 90 days from the date of issuance. Following expiration,
requirement pursuant to 15 NCAC 7K mob((,j . This exemption a re-examination of the project and project site may be necessary
to CAMA permit requirements does not alleviate the necessity of to continue this certification.
your obtaining other State, Federal or Local authorization.
SKETCH � -'+
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Any person who proceeds with a development without the con- - • 1 . Wire 111 L;
sent of a LAMA official under the mistaken assumption that the •p lica 's signa
development is exempted,will be in violation of the CAMA if there _
. is a subsequent determination that a permit was required for the
development. A A fiicial s i nature
The applicant certifies by signing this exemption that(1)the ap- , t
plicant has read and will abide by the conditions of this exemp- Essui date
tion,and(24a3 ! 5
Expir lion date
Attachment: 15 North Carolina Administrative Code 7K

1?114,-/e.iln el7: 11 2 K °AW n1
1160oE a PILLlti° 4 31 8:D
t3EIV E PERMIT Pam•permit 0, i/9 i s"9 -.I)
f New lC Reissue GPardat Reissue Date previous permit sstwd I rt T a- d?
As author eld by the State of North Ca►aa+a.D.ommen of Environment ants Natural&morn
ants the Coastal libtnruretts Conw+tissIon in an au of environmental concern pursuant to k SA NCAC 2.60. i 7 lq,
APPliort Nam* 'in _ !" ! t A L ---. Proiect Location. Ceerwry !1R hr./ 5.. .. ... .
Address 6 7 bS 4 4I1LV 144/12_ AIL_ SEteet Addr&W Stew mod'Lot 100)_/-4 , Qe re.e
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Permit Class Permit Number
NEW 89-16
(by CRC Variance) STATE OF NORTH CAROLING
Department of Environmental Quality
and
Coastal Resources Commission
-, tttnit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
-- X Excavation and/or filling pursuant to NCGS 113-229
Issued to Kay Picha, 6965 Lorian Charter Drive,Randleman,NC 27317
Authorizing development in Brunswick County at Atlantic Ocean at 149 Ocean Isle West Blvd,
Ocean Isle Beach , as requested in the permittee's application dated 4/6/16,incl. attached
workplans(3), 1-3 of 3 all dated 3/28/16, and AEC Hazard Notice dated 4/2/16.
This permit, issued on August 3,2016 , is subject to compliance with the application(where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) In keeping with the Variance granted by the Coastal Resources Commission(CRC) on July 12, 2016,
and the CRC Variance Order signed by the CRC Chairman on August 2, 2016, the base width of the
authorized temporary erosion control structures shall not exceed a base width of 45 feet, and the
height shall not exceed a crest elevation of 12 feet NGVD. The overall width of the structure shall
not exceed 53 feet.
2) In keeping with the Variance granted by the CRC on July 12, 2016, and the Variance Order signed by
the CRC Chairman on August 2, 2016, it is noted that since the original application, the rapidly
changing conditions on the property may require changes to the footprint of the revetment to be
constructed. Depending on the degree of erosion existing if and when construction begins,the
location of the oversized sandbag revetment may have to be shifted landward.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other Signed by the. authority of the Secretary of DEQ and the
qualified persons within twenty(20)days of the issuing date. Chairman of the Coastal Resources Commission.
This permit must be accessible on-site to Department ,:=_\
personnel when the project is inspected for compliance. / . 1,.
Any maintenance work or project modification not covered l � Bf&ton C. Davis, Director :
hereunder requires further Division approval. Division of,Coastal Management •
All work must cease when the permit expires on
This permit and its conditions are hereby_accepted.
. December 31,2019 1=C-' = � •
tJOM ''r"Nlil MiNG i ON, NC
In issuing this permit,the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal \f!r i 9. 901fi
Management Program. Signature of Permittee

•
Kay Picha Permit No. 89-16
Page 2 of 4
ADDITIONAL, CONDITIONS
3) In keeping with the Variance granted by the CRC on July 12, 2016, and the Variance Order signed by
the CRC Chairman on August 2, 2016,prior to the initiation of any activities authorized by this permit,
the permittee and a representative of the Division shall meet on site and agree to the location of the
oversized sandbag placement. The location of some of the bags may, but is not required to, be located at
the toe of the existing sandbag structure and may extend waterward of the mean high water line.
4) In keeping with the Variance granted by the CRC on July 12, 2016, and the Variance Order signed by
the CRC Chairman on August 2, 2016, the permittee shall be required to remove any bag(s) which falls
outside of the alignment with the sandbag revetment based on the location established during the
required on site meeting referenced in Condition No. 3 of this permit. This requirement can refer to
failure of the sandbag revetment, bags slumping out of alignment, or bags falling from the revetment. In
any case, the permittee agrees that such bags shall be removed.
= 5) In keeping with the Variance granted by the CRC on July 12, 2016, and the Variance Order signed by
the CRC Chairman on August 2, 2016,the authorized oversized sandbag revetment may remain in place
for up to eight years from the date of issuance of this Permit.
6) Sandbags used to construct the temporary erosion control structures shall be tan in color and three to
five feet wide and seven to 15.feet long when measured flat.
7) Soldier pilings and other types of devices to anchor the sandbags shall not be allowed.
8) Once the temporary erosion control structure is determined to be unnecessary due to relocation or
removal of the threatened structure, a storm protection project, a beach nourishment project or an inlet
relocation project, it shall be removed by the permittee within 30 days of official notification by the
Division of Coastal Management regardless of the time limit placed on the temporary erosion control
structure. However, removal of the authorized temporary erosion control structures shall not be required
if they are covered by dunes with stable and natural vegetation.
9) If the temporary erosion control structure becomes damaged, the permittee shall be responsible for the
removal of remnants of all portions of the structure(s).
10) There is the potential that work may occur during the sea turtle nesting window which runs from May 1st
to November 15th, or until the last known nest has hatched. To reduce the potential for any unintended
impacts to nesting sea turtles and their nests, should any work take place during the sea turtle nesting
window,the NC Wildlife Resources Commission requests that the work be expedited to the greatest
extent possible. All work shall be conducted during the daytime only.
REC EIV`D
:ACM /VILMINGTON, NC
AuG 2 2016

•
Kay Picha Permit No. 89-16
Page 3 of 4
ADDITIONAL CONDITIONS
U.S. Army Corps of Engineers (USACE) Conditions
11) The permittee shall adhere to the following requirements of the U.S.Army Corps of Engineers:
a) The permittee shall implement the following reasonable and prudent measures (RPMs), which were
determined by the U.S. Fish and Wildlife Service(USFWS)to be necessary and appropriate to minimize take
of piping plovers and red knots. Unless specifically addressed below,these RPMs are applicable for the
construction of the sandbag revetment and for any maintenance activities for the life of the permit. If the
permittee is unable to comply with these RPMs,the permittee shall coordinate with the USACE,who will
then inform the USFWS why the RPM are not reasonable and prudent for the specific project or activity, and
who will request an exception under the biological opinion.
i) Prior to any construction, all derelict material or other debris must be removed from the beach.
ii) Predator-proof trash receptacles must be installed and maintained at all beach access points used for the
project construction,to minimize the potential for attracting predators of piping plovers and red knots.
iii) In the event the structure begins to disintegrate, all debris and structural material must be removed.
iv) All personnel involved in the construction process shall be aware of the potential presence of piping
plovers and red knots. Before start of work each morning, a visual survey must be conducted in the area
of work for that day,to determine if piping plovers and red knots are present.
b) In order to be exempt from the prohibitions of section 9 of the Endangered Species Act(ESA),the permittee
shall comply with the following terms and conditions,which implement the RPMs described above and
outline required reporting/monitoring requirements. These terms and conditions are non-discretionary.
Unless addressed specifically below,the terms and conditions are applicable for the construction of the
sandbag revetment and for any maintenance activities for the life of the permit.
i) Prior to any construction, all derelict coastal armoring geotextile material and other debris must be
removed from the beach to the maximum extent possible.
ii) Predator-proof trash receptacles must be installed and maintained during construction at all beach access
points used for the project construction,to minimize the potential for attracting predators of piping
plovers and red knots. All contractors conducting the work must provide predator-proof trash receptacles
for the construction workers. All contractors and their employees must be briefed on the importance of
not littering and keeping the Action Area free of trash and debris. Contact the USFW for examples of
suitable receptacles.
iii) In the event the structure begins to disintegrate, all debris and structural material must be removed and
deposited off-site immediately upon coordination with the Service. If removal of the structure is required
during the period from May 1 to November 15, no work will be initiated without prior coordination with
the USACE and the USFWS.
iv) All personnel involved in the construction activity shall be aware of the potential presence of piping
plovers and red knots. Before start of work each morning, a visual survey must be conducted in the area
of work for that day, to determine if piping plovers and red knots are present. If shorebirds are present in
the work area, careful movement of equipment in the early morning hours should allow those individuals
to move out of the area. Construction operations shall be carried out at all times in a manner as to avoid
antagonizing shorebirds while allowing them to exit the area.
ECEi ED
NC
} - ro+i

_ Kay Picha Permit No. 89-16
Page 4 of 4
ADDITIONAL CONDITIONS
c) Upon locating a dead, injured, or sick individual of an endangered or threatened species, initial notification
must be made to the USFWS Law Enforcement Office below.Additional notification must be made to the
USFWSs Ecological Services Field Office, and to the North Carolina Wildlife Resources Commission at
[phone]. Care should be taken in handling sick or injured individuals and in the preservation of
specimens in the best possible state for later analysis of cause of death or injury.
Jason Keith
U.S. Fish and Wildlife Service
551-F Pylon Drive
Raleigh,NC 27606
[phone], extension 34
12) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish&Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at http://www.fws.gov/nc-es/mammal/manatee_guidelines.pdf.
Easement
•
13) An Easement from the Department of Administration's State Property Office may be required. The
permittee shall contact the State Property Office prior to the initiation of construction of any structures
authorized by this permit to determine if such an easement will be required. Any required easements shall
be obtained, and a copy provided to the Division of Coastal Management,prior to the construction of any
sandbags authorized under this permit.
General
14) In keeping with the Variance granted by the CRC on July 12, 2016, and the Variance Order signed by
the CRC Chairman on August 2, 2016, the permittee agrees to work towards a long-term solution to
address erosion on the site.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit. Contact
a representative of the Division at(910)796-7215 prior to the commencement of any such activity
for this determination.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed projects COE Action Id.No.
SAW-2007-03637-10.
NOTE: The NC Division of Water Resources authorized the proposed project under General Water
Quality Certification No. 3900 (DWR Project No. 16-0389) which was issued on 6/3/16.
NOTE: An application processing fee of$400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division pf Wate o
Resources. '
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