HB_19-005_ Third (2)

%F ,53-7z2
n2,.,
Town of Holden Beach 1' �' 1W 2019-005
Local Government Permit Number
CAMA C.
MINOR DEVELOPMENT Coastal Management
PERMIT . \'r i'lv3w (413L DUAtIrY
as autimrfacd by the State of North Carolina, Department of Environment Quality
and the Coastal Resources Commission for development in an area of environment
concern pursuant to Section 113A•118 of the General Statutes, "Coastal Area Management"
Issued to Third Law Enterprises, LLC in the Ocean Hazard (AEC) at 755 Ocean Boulevard West in Holden Beach NC
2M2; as requested in the permittee's application, dated received January 22, 2019. This permit, issued February 1,
2019, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable
regdations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: CONSTRUCT A NEW SINGLE FAMILY STRUCTURE, GRAVEL DRIVEWAY AND STORMWATER
RtTENrTiON AREA.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) stamped received January 25, 2019 and signed by Michael Norton and dated 1-25-2019.
(2) Ali construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 910-842-6080 for a final inspection at
completion of work.
This permit action may be appealed by the permitiee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance wft or project modification not covered under
this permit, require further mitten permit approval. NI work must cease when this
permit expires on:
PECEMBER 31, 2022
in issuing this permit it is agreed that this project is consistent with the local laid
Use Plan and all applicable ordinances. This permit may not be transferred to
another parry without the written approval of the Division of Coastal
Management
6?&A 0 (t)
Rhonda Wooten
CAMA LOCAL PERMIT OFFICIAL
110 Rothschild Street
( ` Holden Beads NC 28462
t PERMITTEE
(Signature required if conditions above apply to permit)
RECEIVED
DCM WILMINGTON, NC
FEB 0 4 2019

Name: Third Law Enterprises LLC-.
Minor Permli # 2019405'
Me: F-0.mary 1, 200
(15) -1118 structure must stet bad-, a minimurn af,60 feet
tom 01 first line,
"ermined by Me LPO. . e , of stablez,'natural..,,,egetWjon,. at
AR,construction Tall -be Oonein aocorda e w ith Se0ion 1$WMCAG071' .0306.
This devel9pow4it shall be tn. ervif
li.Iitie.InvolvasnosIteraflon of primary
fromal 'Junes becouse that would cornpromi
se the int0gily cif fie dune as a,prot@a6rive landform br dune
vegeAOon - Other dupes m0fin the ocean hand area small not bedistOtted,
(7) '50 1360iffeO is T9011100 1.0 c0ritact the Local Permit Officer 910-842'�6080, shortly before he plans to begin 'gin
cOwAM110n to arrange 8 $Oftc% Measurement that will be effective -for s14 (QQ) days baning. a major
s1wreRne chaige. Construction must b4n with -in sixty, (60) days of determination or the measurement is
void and must be,,redono' (9) AflUAIdings constructed ivitbin the ocean hazard area shell comply With the MC 'uilding. Code, including the
Coaftl and Flood.Plaln Constmijon Standards of the -N, C. Building Code,. and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. if any provisions of the building
code or -a flood damage prevention ordinance are inconsistent with any of the following,AEC standards, be
more restrictive provision shan , . contrcC
(9) Dune disturb'an'CeS wlffl_gOt be allowed because the dunes protective value could be weakened or reduced.
- Disturbed dune areas Will be im' m-edi.ately stabilized with vegetation.
(10) All unconsolidated mateft resulting kom associated grading and landscaping shall be retained on site by
is sedimentation and erosion- confroi measures. Disturbed areas shall be vegetatafively stabilized
(qWfeo and mulched) Yfithin -14 days of construction Completion.
(11)Any structure a , uthorized by this permit shall be relocated or dismantled when it becomes imminently
threatened by changes in Shoreline configuration, D_UQ_1r_W_ur_eLssmall be relocated or dismm bntled within too
'However, if nattiral.shoreline recovery or beach renoudshment takes
place Within to yeiars-dfthe tam the
structure becomes imminently threatened, so that the structure is -no longer imminently thratened, then.it
need not be relocated or dismantled at the" time. This condition shall not affect the permit holder's right to
seek -author izavanoff temporary protective measures allowed under CRC rules.
(1 -2) No 91 maternal' has been permitted for this lot,
(13) Tbe,(6) Vx-20' padling spaces shall remain for the life of the structure.
(14) COnCreteslab is being proposed to be no higher than an elevation of 8.31.
(15) Chapter 168,09 located 'in the'Town of Holden Beach Code of Ordinances states in pad
; the primary-jr[tent
of regulations is to satisfactorily control stormwarer on Individual parcels of land; so at not to adVersely effect
te Vfflft and quality of suilace water 10ws as a zesultof natural rainfall, and to control runoff onto adjacent
Prop,My.,or water induces soil erosion in any -form. Suffec, e runoff be controlled within r prope4'boundades,
and not drained onto -adjacent areas, both private and public.
NOTE. We ProPose that you install a physical barrier (slit fenc6)'Slong the landward toe of
the dune prior to construction and dudRg conouction so that no land disturbance is
done landward of the toeofthe dune as shown asurn the r
vev.
RECEIVED
DCM W-ILMINGTON, NC
FEBA 4 2019
SIGNIATURE: DATE:

GENERAL INFORMATION
LAND OWNER
_ d
Name 111 tL2 ��/t itS�S ji�
City State _ Zip o Phone
Email Wer,�� u.�e✓��y c{ ��1�eT-F.�om �ry�(
AUTHORIZED AGENT
Naive C�(C>�i�G i.�Q�75��g✓1-•�C710�(� J���'�-�
Adchess;'yU
City Al State A)L Zip� C/O Phone r-f27i_ 6
Email CGC (cz
LOCATION OF.PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent water.�ody.,rI50A W 0 (Q151 In Pb r t4- /
DESCRIPTIONOF PROJECT: (List all Proposed construction and disturbance.)
SIZE OFLOTIPARCEL: square feet acres krmwcd,-r yf ate
PROPOSED USE: Residential ) (Single-family [ZI -Multi-family 0) CommerciaUIndustrial 0 Other El
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer _ifyou are not sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE` quare feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but
excluding non -load -bearing attic space)
(2) COASTAL SHORELINE AECs:: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: square feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is t 1 'R.1@att9iCaWre[q^edit to a State �e ater
Management Permit issued by the NC Division of Water Qua
YES_ NO—;K, -`�ggQ19
If yes, list the total built upon area/impervious surface allowe our I or pafee1: e No
TOWN OF HOLDEN BEACH!

12/21/2018
Date
William K Bryant ETALS
Adjacent Property Owner
17 No Foxxboroueh Ln
Mailing Address
Johnson City, TN 37604
City, State, Zip Code
Dear Adjacent Property Owner:
M
vice'"MAIL°M''EIPT
., isit our website at wwfwusps.com".
JVI\4 ai g...r
ruCedgled Mall Fee $J• 45
E I(311 mRe Pl(elxl C) $
0 ❑Cxllretl MeilPmMCM1W DeIIveiY
O OMv Slgn MRKUIi s
1:3 Pos e9e
m 9U.71
0 s
Tatal Postage and Foes
s 36.41
sent To ! Q
ri459
01
Postmark
Here
12/21/2019
This letter is to inform you that I _Wendy Gilbert/Third Law Enterprises_ have applied for a CAMA
Property Owner
Minor Permit on my property at _755 Ocean Blvd W_ in Brunswick County.
Property Address
As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign
and return the enclosed no objection form. If you have any questions or comments about my
proposed project, please contact me at _919 888 3553 _or by mail at the address
Applicants Telephone
listed below. If you wish to file written comments or objections with the LOCAL GOVERNMENT CAMA
Minor Permit Program, you may submit them to:
Rhonda Wooten
Local Permit Officer for Town of Holden Beach
110 Rothschild Street
Holden Beach, NC 28462
Sincerely,
Wendy Gilbert
Property Owner
517 S Front St
Mailing Address
Wilmington, NC 28401
City, State, Zip Code
RECEIVED
0CM WILMINGTON, NO

0
r
m
m
Ln
ru
0
r
0
c
12/21/2018 C3
0
Date
0
Barry F 1R & Bradley G Robertson Co
Adjacent Property Owner o
co
2526 Wake Dr rq
0
Mailing Address r`
Raleigh, NC 27608
City, State, Zip Code
Dear Adjacent Property Owner:
This letter is to inform you that I _Wendy Gilbert/Third Law Enterpriseshave applied for a CAMA
Property Owner
Minor Permit on my property at _755 Ocean Blvd W_ in Brunswick County.
Property Address
As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign
and return the enclosed no objection form. If you have any questions or comments about my
proposed project, please contact me at _919 888 3553 _or by mail at the address
Applicants Telephone
listed below. If you wish to file written comments or objections with the LOCAL GOVERNMENT CAMA
Minor Permit Program, you may submit them to:
Rhonda Wooten
Local Permit Officer for Town of Holden Beach
110 Rothschild Street
Holden Beach, NC 28462
Sincerely,
Wendy Gilbert
Property Owner
517 S Front St
Mailing Address
Wilmington, NC 28401
City, State, Zip Code
RECEIVED
JAN 2 8 2019
DCM WILMINGTON, NC

E
r
Let me know if ok, working on scanner in case you need it!
Thanks -
Wendy
[phone]
On Dec 17, 2018, at 3:49 PM, PERMIT PALS <[e-mail]> wrote:
Hi Wendy,
Please find attached the CAMA application that requires your signature. Return to us
as soon as possible.
Thank you,
Lori
Permit Pals
[phone] RECEIVED
<Norton -Gilbert CAMA APP.pdf> uN 2 8 2019

ON NOIDNIWIN WOO
Zimbra
[e-mail]
Re: CAwfflo3ti
From :Wendy Gilbert <[e-mail]>
Subject : Re: CAMA App
To : PERMIT PALS <[e-mail]>
Mon, Dec 17, 2018 04:07 PM
&2 attachments

STORMWATER PLAN
t 755 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA �� (j,,��
FOR 11 11
47
CAROLINA CRAFTSMAN
�}-5.90
I-i.'Se8 6.11
---------- —e
5.84
t
--- ----—------,,lv
F„
S83' 1T 50 W 49.88'
I /
I
I
-XLI
I 'r
I I
I
I I
I
I
I
ADL 9/B
dm
EWA
GRAVEL DRIVE t
N837 11' 44�
37l1-
I �
I
X7.1
OPE
117I DECI(N I
8oX7.9 X8.5
�tT,� .-jF1II.1
1
N' I
LPLATFED 60' E RIGHT OF WAY
MAP CABIN TJ2.5, PAGE 130
.3
/
I
_
'LA'S• -1�11.1 i
`L i /
227 _ -
1 +g\4 1
,93 I
I
_lI0.
�
r5'
FIRST LINE STABLE
VEGETATION STAKED
+8.3 94
o 5 ,•�-
o J + 1_
Bf TOWN lPO OFFICER.
N I — _ _
- - +7.0 II T
j2--
STATIC VEGETATION UNE AS PER
NORTH CAROUNA gNISION
OF COASTAL MANAGEMENT
z
L
I
AE-12_0'
I __
VE-13.0'
6
I7
ADL SUM
7.17
I
TOE OF FRONTAL
DUNE AS MARKED
DY
1 TOWN LPO OFFICER
1
I
1 60' SETBACK UNEI FROM
-+1,11.1
�1111RST LINE OF STABLE VEGETATION
142,11 .4 I I
RECEIVED
�,o.t
I
JAfJ 2 92019
9.5
4' BOARDWALK
I
DCM WILMINGTONJNC
— —
s.o
!' •ZFL V
V1 .9 a 9.1
+8.2
e— 9L5 @ � a V LY
9 r_ I
,2 JAN 2 2019
TOWN OF HOL EN BEACH
\�ttlil 111///
`_tN CARO, '

STORMWATER PLAN
755 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
6.11
MATCH EXISTING GRADE PAL TO
5.84
--------------------- �5.
xls ®0X6.3 —
ID7cLTATA
S83' 17' 50'W
F'NUYUJtU Y x ZU
PARKING SPACE (TYP.)
I
NOTE:
SITE SHALL BE GRADED TO A
UNIFORM SLOPE FROM TOP
OF SLAB TO PROPERTY LINE
ON THE FRONT AND SIDES OF
HOUSE, AND TO EXISTING
GRADE AT THE REAR.
GRAVEL DRIVE
10 G
X 7.1
SLAB .
SLAB ELEVATION_ = 8.3
AGI, SIM EOVERED CK
a$
1
GUTTER DOWNSPOUT / I OPEN
DECK
CLEANOUT CONNECTION 1
(TYP. — SEE DETAIL) 8.3 I
8.0 s.z �
TOE OF FRONTAL 8m X,7.9 X 8.5
y DUNE AS MARKED BY
TOWN LPO OFFICER I
1r
8
LEGEND
® Roof Area ) a
Gravel Drive 1�113
� Ap YV 1
--iB -Existing Grade
ALONG
40' x 36" EZ FLOW
INFILTRATION BED
(TYP. —SEE DETAIL)
7.5
12.a .
55CE„
7. 3�� �V�
7.6 J,4N 2 9'2019
Au am
88M WILMINGTON, NI
SHALL BE GUTTERED
FOR STORMWATER
COLLECTION, WITH
8.2 RUNOFF CONVEYED TO
INFLITRATION BEDS
1 u VV/
r4
D
HOLDEN BEACH,
t 1�LINE OF STABLE VEGETATION
I`
1 J
U4

STORMWATER PLAN
755 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
GENERAL NOTES & MAINTENANCE:
ALL LOT DIMENSIONS, SURVEY DATA,PLOT PLAN, AND BUILDING PLANS PROVIDED BY CONTRACTOR/CLIENT. SURVEY BY EAST COAST
ENGINEERING & SURVEYING, P.C., TITLED "BOUNDARY SURVEY FOR CAROLINA CRAFTSMAN', RECEIVED JANUARY 25, 2019.
THIS STORMWATER PLAN WAS DEVELOPED TO SATISFY THE INTENT OF THE TOWN STORMWATER MANAGEMENT ORDINANCES.
HOWEVER, MCGILL ASSOCIATES DOES NOT CERTIFY THE SITE SOILS AND SEASONAL HIGH WATER TABLE (SHWT) CHARACTERISTICS TO
SATISFY OTHER ORDINANCE STANDARDS. OWNER/CONTRACTOR RESPONSIBLE FOR VERIFICATION OF SUITABLE SOILS FOR
INFILTRATION AND SHWT LOCATION TO MAINTAIN 2' SEPARATION FROM BOTTOM OF INFILTRATION TRENCHES IN ACCORDANCE WITH
REQUIREMENTS. IF SOILS SCIENTIST OR GEOTECHNICAL ENGINEERING DATA DO NOT CONFIRM SUITABILITY, CONTACT ENGINEER FOR
PLAN REVISIONS.
CONSTRUCTION & FINAL INSPECTION REQUIRED FOR ENGINEERING CERTIFICATION.
INFILTRATION SYSTEMS SHALL BE A MINIMUM OF 30 FEET FROM SURFACE WATERS AND 50 FEET FROM CLASS SA WATERS.
THE INFILTRATION SYSTEMS SHALL BE A MINIMUM OF 100 FEET FROM WATER SUPPLY WELLS.
THIS DESIGN DOES NOT CONSIDER STRUCTURAL MATTERS ASSOCIATED WITH FOUNDATIONS, DECKS, WALKWAYS, OR OTHER
STRUCTURES. OWNER OR CONTRACTOR SHALL CONSULT WITH GEOTECHNICAL AND/OR STRUCTURAL ENGINEER TO ENSURE
STRUCTURES ARE NOT COMPROMISED BY PROPOSED STORMWATER TREATMENT MEASURES.
EZ FLOW DRAINAGE SYSTEMS ARE FOR USE IN NON -TRAFFIC AREAS ONLY.
INFILTRATION SYSTEMS MAY BE LOCATED IN ALTERNATE LOCATIONS ON THE LOT AS DESIRED, EXCEPT WITHIN RESTRICTED SETBACKS,
EASEMENTS, OR OTHER PROHIBITED AREAS, AS LONG AS RUNOFF FROM ROOF AREA IS DISTRIBUTED PER PLAN.
BOTTOM OF INFILTRATION SYSTEM SHALL MAINTAIN LEVEL GRADE. CONTRACTOR RESPONSIBLE FOR VERIFICATION.
PROPOSED ROOF AREA SHALL BE DRAINED WITH GUTTERS AND DOWNSPOUTS, AND BE DIRECTED TO INFILTRATION SYSTEM PER PLAN.
IF INFILTRATION SYSTEM FAILS, IT SHALL BE REMOVED, REPAIRED, AND/OR REPLACED AS NEEDED TO RESTORE DESIGNED OPERATION.
THE USE OF BUNDLED EXPANDED POLYSTYRENE SYNTHETIC AGGREGATE UNITS IS PROPOSED TO CREATE STORAGE VOLUME FOR
STORMWATER RUNOFF SUITABLE FOR COMPLIANCE WITH TOWN ORDINANCE REQUIREMENTS. PROPERTY OWNER AND CONTRACTOR
ACCEPT FULL RESPONSIBILITY FOR USE AND MAINTENANCE OF THIS PRODUCT. MCGILL ASSOCIATES DOES NOT GUARANTEE THE
INTEGRITY OF THIS PRODUCT, BUT OFFERS ITS USE AT THE OWNER'S DISCRETION BASED ON REASONABLE DATA PROVIDED BY THE
MANUFACTURER. REFERENCES: INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO) STANDARD IAPMO
IGC-276.2010; CERTIFICATION OF EZFLOW UNDER THIS STANDARD; "PERFORMANCE OF CHAMBER AND EZ1203H SYSTEMS COMPARED TO
CONVENTIONAL GRAVEL SEPTIC TANK SYSTEMS IN NORTH CAROLINA', PUBLISHED BY UEBLER, BERKOWITZ, BEUSHER, AVERY, OGLE,
ARRINGTON, AND GRIMES.
CALCULATIONS:
(Per Plot Plan & Survey Provided)
Lot Area: 12,975.75 SF
Main Structure Without Overhang Area: 1,748 SF (13.5%)
Main Structure With Overhang Area: 1,905 SF (14.7%)
Total Proposed Impervious Area: 1,905 SF (14.7%)
Trench Capacity per Linear Ft (36" x 24" Trench Cross Section)
EZ Flow 1203H (1.60 CF/LF Ea.)
1.60 x 2 = 3.20 CF Per Linear Ft (As Proposed)
Roof Area Collection:
Roof Area To Be Collected = 1,905 SF
Storage Volume: 1,905 SF x 1.5 Inch = 238.125 CF
Required Bed Length = 238.125 / 3.20 = 74.4 Feat
Use Two (2) Beds - 4V x 3W x 24" Each
JAN 29'2019
DCM WILMINGTON, NC
L LIW�'`
nFJAN 2 5 2019
TOWN OF HOLDEN BEA,.
��, 1111)11///
,\ .A CARn, i.

STORMWATER PLAN
755 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
NATIVE SOIL
BACKFlLL
EZ 1203 H
ENTIRE TRENCH
LENGTH
M.
NON-WOVEN GEOTE%TILE FABRIC
(SPEC: AASHTO M288) ON SIDES
ENDS. TOP AND BOTTOM
(OVERLAP 6' MIN. AT BREAKS)
EXISTING GRADE
_ 8'-12' MIN. FlLL/COVER
RECOMMENDED
ANN
EZ 1200 H ENTIRE TRENCH LENGTH D SAIL lMgSMLBEII I
(CONNECT TO DOWNSPOUT / _IIII_I I_III
CLEANOUT PER DETAIL: MAY USE
TOP OR BOTTOM BUNDLE; CAP
ENDS OF BUNDLE NOT USED)
su11 tv I\ : \ bl
\ ( Lei \ m:l m
RECEIVED
BAN 2 9201
B' INSPECTION FlNISHED GRADE
COVER
4 OR 6SOLID PIPE (AS REWIRED) SWO 4' OR 6' PLASTICRP��
PIPE TO DOWNSPOUT n
(4'.8' OR Box
B' SADDLE
OR TEE CONNECTW)
8' SPUT BAN
DWPBU' BLIND
DCM WILMINGTON, NC
" 2 5 2019
TM1)N OF HOLDEN BEACH
SEDIMENT DEPOSITION
PORTION OF BUND ME
NON -WOVEN GEOTEKTILE FILTER
SOLID PIPE TO BUNDLES (AS 6' . 4' FABRIC (SPEC AASHTO MM) ON
REWIRED. MAY USE TOP OR REOUCER SIDES, ENDS. BOTTOM. AND TOP
BOTTOM BUNDLE; CAP ENDS (OVERLAP 8' MIN. AT BREAKS)
OF BUNDLE NOT USED) SECTION NEW
-�� CAROB