HB_19-046_ Mannion (2)

LF -76-2:z-
Amyl
Town of Holden Beach 2019-046
Local Government Permit Number
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LAMA
MINOR DEVELOPMENT coa>rar�nye,,ear
Frcvrpdx"varH vWux
PERMIT
as authorized by the State of North Carolina; Department of Environment Quality
and the Coastal Resources Commisslan foe development in an area of environment
concern pursuantto Section113Ad16 oftho General Statutes, "Coastal Area Management"
Issued to Gjarari and Erin Manion in the Ocean Hazard (AEC) at 179 ocean I30111levard West In HOICOn beam N(%
28462, as requested in the permittee`s application, dated received November 12, 2019. This pemik issued November
26, 2019, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable
regulations and special conditions and notes set forth below. Any violation of these terms may subject permttee to a fine,
imprisonment or civil action, or way cause. the permit to be null and vold.
This permit authorizes; -REMOVE THE EXISTING HOUSE, CONSTRUCT A SINGLE-FAMILY RESIDENCE,
IN GROUND POOL GROUND LEVEL WOOD DECKING;. GRAVEL DRIVEWAY WITH (8) 91201
PARKING.. SPACES. ALL WILL BE LOCATED. LANDWARD OF THE TOE OF THE FRONTAL DUNE.
(1) All proposed development and askelated construction must be done in accordance with the permitted work plat
drawings(s) DATED 11.7.2019 signed by Michael A. Norton recelved by town of -Holden Beach November 12, 2019.
(2) All cons"clion 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 activkies will require a re-evaluation and
modfflcation 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 adron may be appealed by the permittee or otherquanned persons
within twenty (20) days of the issuing date. This pamdtfnust be on the project
site and accessfile to the permit officer when the project is inspected for
compliance. Any maintenance Work or project modification not covered under
this permit, require further wdten permit approval, M workmust cease when this
permit expires on:
DECEMBER 31, 2022
In Issuing this permit It Is agreed that this project Is conslslentwith the local Land -
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
LAMA LOCAL PERMIT OFFICIAL
110 Rothschild Street
-9 Holden Beach NG 20462
l O/Q� UL
44-P-ERMITTEE
grature required if conditions above apply to permit)
RECEIVED
DEC 0 2 =U'lJ
DCM WILMINGTON, NC

Name: Claran & Erin Mannion
Minor Permit # 2019-046
Date: November 25, 2019
(5) The structure must set back a minimum of 60 feet from the first line of stable natural vegetation, as
determined by the LPO. The structures total floor area shall be less than 5,000 square feet as proposed.
(6) All construction shall be done in accordance with section 15A NCAC 07H .0306,
This development shall be permitted only if is landward of the vegetation line and frontal dune. Involves no
alteration of frontal dunes because that would compromise the integrity of the dune as a protective landform
or dune vegetation. All dunes within the ocean hazard area shall not be disturbed.
(7) The permit is issued based on section 15A NCAC 07H .0309 (a)(3)&(9) a portion of the pool and a maximum
of 84 square feet of the pool decking is being placed within the 60-foot setback and completely landward of
the landward toe of the frontal dune as located 02-22-2019.
(8) The pennittee is required to contact the Local Permit Officer 910-842-6080, shortly before he plans to begin
construction to arrange a setback measurement that will be effective for sixty (60) days barring a major
shoreline change. Construction must begin within sixty (60) days of the determination or the measurement is
void and must be redone.
(9) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction 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, the
more restrictive provision shall control.
(10)Dune disturbances will not be allowed because the dune's protective value could be weakened or reduced.
Disturbed dune areas will be immediately stabilized with vegetation.
(11) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by
effective sedimentation and erosion control measures. Disturbed areas shall be vegetataWely stabilized
(planted and mulched) within 14 days of construction completion.
(12) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently
threatened by changes in shoreline configuration. The structures) shall be relocated or dismantled within two
However, if natural shoreline recovery or beach renourishment takes place within two years of the time the
structure becomes imminently threatened, so that the structure is no longer imminently threatened, then it
need not be relocated or dismantled at that lime. This condition shall not affect the permit holder's right to
seek authorization of temporary protective measures allowed under CRC rules.
(13) The In -ground pool and decking shall not be structurally attached to the boding. The building foundation
shall be engineered and designed to account for the effects of increased flow velocities, wave run-up, wave
reflection and scour that can result from the redirection of flow by the pool.
(14) The top of the pool and the accompanying deck shall be flush with the existing grade.
NOTE: WE RECOMMEND THAT YOU HAVE THE SURVEYOR DELINEATE THE TOE OF THE FRONTAL DUNE. THAT
A BARRIER IS PUT IN PLACE FOR A VISUAL SO THAT NO LAND DiSTRUBANCE IS DONE WATERWARD OF
THE TOE OF THE FRONTAL DUNE.
DCM ILMINGTON, NC
SIGNATURE: /\ .01� 411� "1 t-4 -c— DATE:
PERMJ, ETl, E _ _

Locality
,ean hazard _V_ Estuarine Shoreline ORW Shoreline _
(For official use only)
GENERAL INFORMATION
LAND OWNER
Name�c
)<l
V4asl� . ac
City LtYY
Email manhtonc(c
AUTHORIZED AGENT
Name 1 0_�Oo r�o
Address a 0
IN
e Zip Cflq Phone 551- qa- - Iq -7 J ;
6 Kl*
of '.-� W
City �� State ' V L Zip,2KgkYhone v' l/' g�1'a' &(4
c , 'Email l /1C'C, VC H <, M l _,� 0-:k } L .
,,, OCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the /
adjacent waterbody.) � 9 0CeLL%1 Blvd Wcj+ L
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) MOM y�EOM / , I�YY� h 0� r
SIZE OF LOT/PARCEL: square feet acres loo I d d�C 1('l
�Q sure 1 r1-away
PROPOSED USE: Residential (Single-family't' Multi -family ❑) Commerci /Industrial ❑ Other
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 you�'ations with the project drawing.)
jar _._i
STATE STORMWATER MANAGEMENT PERMIT: Is the project locatedl� ssubje.�;?tf a` tatetit�$�f ater.
Management Pe t Issued by the NC Division of Water Quality? I 1 a f�I ��
fES NO 2119h(!1'I:i Nz
If yes, list the total built upon areaimpervious surface allowed for your lot or parcel; '^ squ2re fe t.
I AtM1l�j l 11 11�1 �il �( Zvi / i'.i I t

OTHER PERMITS MAX BE REQUIRED: The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical,'Plumbing, Heating and Au Conditioning, Insulation and Energy Conservation, FIA
rtification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
1, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a
person authorized to act as an agent for;purposes of applying for aCAMA minor development permit, certify that the person
listed as landowner on this application etas a significant interest in the real property described therein. This interest can be
described as: (check one)
�y�
Title is in Off{ mpi + fyin M Qr �Sef ed
owner or record title, vested
D Book
_an
53h inthe �-)ISMU, CountyRegistry ofDeeds.
pagebr��l�
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County,
lfL v -
_if other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application:'
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
r
I furthermore certify that the following persons are owners of properties adjoining'this property. I affirm that I.have'given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
l
k,
{Name) (Address) 1-71
v
,Al Yed U.0 3a,Uo GytL4- tem Dnwc KIM'[
(2) Rcibe,✓k
Dw-e-n Xa k A -P0 60X 31 OeAeAA3 creel,, N c. a7 J �J
(3)
(q)
ACKNOWLEDGEMENTS:
r
I, the undersigned; acknowledge that the land owner is aware that the proposed development is planned for an area which
maybe susceptible to erosion and/orfiooding. ],acknowledge, that the Local Permit Officer has explained tome the particu
Jar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
ryy-a�
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.
Thisthe,�2� day of ,20 —
X
Landowner or person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes: general infgrmation (dais fa7n), n sile rrnving ns described on the vasj of this gpplicatio'n, the
vnershlo statement, the Ocean Hazard AEC Notice where necessary,a check for $100.00 made payable to M ibcafiEy,
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued Deviation from these details will constitute a violation of
any permit. Any person developing in ab AEC without permit is subjecl to civil, criminal and administrative action.

DocuSign Envelope ID: F5CEE5EOfi5A94l9D-AO91-DFF2243DF812
City, State, Zip Code
Dear Adjacent Property:
CERTIFIED MA11?-�l—RE CEIPT
Domestic Mail Only
For tlelivery information, visit our website at www.usps. comEll
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This leper is to Inform you that), GaY� 'I' Ilik I M QNNiDY�lave applied for a CAMA Mina p
/Property Owner t`
Peril on my properly at I /� D BLA� , In Bn
County
Property Address
County. As required by CAMA regulations, I have enclosed a cagy 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 for. If you have any questions or comments about my proposed project, please
contact me at SS 1 "Ya7' N'15 ,or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the Town of Holden Beach 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,
Dxu91pn0E W.
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Property
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Mailing Address
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City, Slate, Zip ode
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DocuSign Envelope ID: F5CEE5EO-65A9.419D-A091-DFF2243DF812
Receipts for u,
t0 l d Iq Certiffed Mail �
ate (Staple,Here) j
Adjace rU Properly er c'
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Mafiing'Address E)
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C1ly, State, Zip Code o [
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Dear Adjacent Properly: A.
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This letter is to inform you thata; Gann -Fin M ahs7 ,ave applied for a.CAMA Min:' Si
Properly 0wner 1 ra
1
Permit on my properly at _ '1 06Ul I r
County , in B rl
Property Address
County. As,required by CAMA,regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of myproposed. project. No action is required from you or.:you may sign and relum.
the enclosed.no objection form. .If youhave any queslions.or comments about my proposed project,.piease
contact meat S�J]al' �q ,or by marl.atthe address listed below. If you wish to
Applicant's Telephone
Me wdllen comments or objections with the Town of Holden Beach CAMA Minor Permit Program, you may submit
them to:
Rhonda Wooten
Local PermitOfficer for Town of Holden Beach
1111 Rothsohld Street
Holden Beach, NC 28461.
Sincerely,
41e.ubw? l l V
Property. rie>;+12E4AC6942c...
ay. ManarD W,
Mailing Address
City, State, Zip Ode
10/10/2019

r_ - ck Couu��t ��� Data
v Search Address or Parcel II O,
(1 of2)
I80 Calc. Acreage: 0.29
Zoning: Rt
Legal Description
L-47&48 B-1 S-A SE HOLDEN PL
a Owner Information
Owner Name:
MANNION CIARAN ETUX
-� MANNION ERIN
■ Mailing Address:
24 MANOR DR
RAMSEY, NJ 07446.1318
Deed and Plat References
Deed Book: 04198
Deed Page: 0572
Plat Book:
I Plat Page:
Parcel Photo
Zoom to
RECEIVED
NOV 1 S a'.y
DCM WILMINGTON, INC
100ft

OocuSign Envelope ID: F5CEESEOE5A9-419D-AO91-DFF2243DF812
AEC HAZARD NOTICE
Project Is iri An: Ocean Erroyd�i�blle AArre�a� --High
Hazard Flood Area Hazard Area
—Inlet
/_�/�Y
(/l—t7ti/�rw 1/1
.�roperty Owner
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/'o Id (`/,On f''V,lgl/.(.'orr(6
ocew
Property Address:
1`t/�ud
/]
41
Call Brunswick County GIS for
Date Lot Was Platted:
�I
__
this information! 910- �rj 3r_2�9p
This shall be completed.
This notice is intended to make yen; theiapplicant, aware of the
SPECIAL MOTE 71ishazard-,,(reds quIized H-devetopiraIit ,
special risks and conditions associated with development in this
in areas subject to sudderiand massivestorns anderosion. Permits
area; which is subject to natural hazards Such as storms,erosion
,
issued for development in this area expire on December3l-of the
and currents. The Pules of. the Coastal Resources Commission
thud year following the year in which-thepermit was issued:
require thatyoureceive an AECHw] azard Notieeand aclmoedge,
Shortly before: work begins on the projectsite, the Local Perm it
that notice in writing before a permit for development can be'
.Officer must tie contacted to determine'th'e vegetation line and
issued.;setbackcilstande
atyoursde{If the propertytias seen l(ttle.ci7ange
The Commission's rules on budding standards, oceanfront-
- since the titee ofpermit issuance, and the proposed development
setbacks and dune alterations are designed to minimize, but not
can still meet setback regmrement, the LPO will inform you
- .that you may begin wort... Substantialyrogress on. the project
eliminate; property loss from hazards. By granting Derraits. the
must be -made -within 66 days of this seltiack deteriiiinaiion„oi:
Coastal Resources Commission does not guarantee the safety of
; the setbackmustberemasured- Also, theoccurtence ofa
the development and assumesno liability {or future damage to
ff
shoreline change as the result of a stormwithin [he60 day'.p210
the development Permits :issued in the Ocean Hazard Area of-wil!
necessitate remeasuremenl of the setback. It is important
Environmental Concern include the condition thatstructuresbe
that you check with theLPO before thepernit expires for official
relocated ordismantled iftheybecome imminenttythreatened by
approval to continue the work after the permit. has expired,
langes in shoreline configuration. The structure(s) must be
Generaliy, f foundation pilings have beenplaced andsubstantial
relocated or dismantled: within two (2) years. of becoming
, progress is continuing, permit renewaPean be auttiorized.dtis
imminently threatened, and in any case upon its coLlapsc or
unlawful to continue work afrcrpermit expiration. -`
subsidence,
The best available information, as accepted by the Coastal
For more information, courtier: -
- Resources Commission, indicates that the annual long-term
average oce erosion rate for the area where your property is-�}'�Q(
located t5 feet per year. -
Local Permit Officer
Themtewas establishedby careful analysis of aerial photographs
- TOWN OF HOLDEN&EA
ofthe coastline taken,over thepast 50 years.
gddres�'N2-L INgP�
110 ROTNSCHILO.STWEMT
Studies also indlcatetbat the shoreline couldmove as much as
HOLDENllMCH, N.C-ZMZ
feet landward in a major storm.
Locality
TbF,flood waters in a major storm are piedwted to be about
C1 16 -
feet deep in this area.
Phone Number
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures. -Hard erosion control
-
structuressuch asbulkheads, seawalls, revetments, groins,jetties
and breakwaters are prohibited.. Temporary sand bags may be
authorized under certain conditions-
'tic apphca5t us ad:nowkde t, is infcmation a-d rcq..�rc s,.�
- _
by signing this notice in the. space below. Without the proper
.
signature, the application will notbe complete.
-
pomsiv.atr
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PLANNING & INSPECTIONS DEPARTMENT
Building Inspector
Director
Timothy D. Evans
[e-mail] November 21, 2019
LPO,CZO,CFM
Rhonda Wooten
[e-mail] Ciaran & Erin Mannion
24 Manor Drive
Ramsey NJ 07446
RE: 179 Ocean Boulevard West
Permit # 2019-046
Be advised that the Minor CAMA Application has been place on hold. The construction plans
were not submitted with the application as required so that total floor area may be verified for
the ocean erodible setback requirements.
Once the above information has been submitted for review the undersigned hereby gives notice
to the applicant that for good cause, and in order to properly consider all information necessary
to making a decision on this permit application, the time period within which a final decision
shall be made has been extended an additional twenty-five (25) days.
If you have any questions concerning this action, please contact me at 910-842-6080.
Sincerely,
Rhonda Wooten, LPO
Cc: Carolina Craftsman, Inc.
RECEIVED
vAV 2 5 1 L
110 ROTHSCHILD STREET • HOLDEN BEACH, NC 28462. 910.842,6080 PHONE 910-&j.L*MTON, NC
www.hbtownhall.com

STORMWATER PLAN i6 C&
179 OCEAN BOULEVARD WEST 1
HOLDEN BEACH, NORTH CAROLINA
FOR ' �6
CAROLINA CRAFTSMAN (�(JJ�I &o _ n
r5.46
r5.58
f5.71
r5.40
'" 600FWIO 5.40
5.45 .55J
5.72
�Nro
X5.7 X6.0
X5.5 N87' 33' 53RE
5.9
87 36' 29"E 50. ' N87m30' WE 49.
10.01'
7.0
X6.8 X7.7 a
6.2�I I I I
GRAVEL
DRIVE
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66I
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I 79—I.,
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ELEVATION
I -e� OKHJLINI .
`c�. bU It
I _ } ADJ
— _
U ADJ LINE
6.7
87 1
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PROPOSED
POOL
5.6�I
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} BU ADJ PORCH
row++ Iro om
02-22-19
6.9
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204
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30' 00 50.00'
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'STORMWATER PLAN t�
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=i SHEET C-102 Z

PROJECT BENCHMARK
TOP IRON ROD FOUND
ELEV=6.75'
NAVO 88
STORMWATER PLAN
179 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
J v x
SPACE
ALONG
N87 33' 53"E
10.01'
NST 36' 29"E 50.01,
N6/" JV w c
77
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T
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7A
---7
6.2
I 1
I X6.j GRAVEL
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X71I
DRIVE
I
MATCH EXISTING
(949 SF)
I
GRADE ALONG
PROPERTY LINE
i i ®
Ii i
1,469 SF OF ROOF
I
AREA "B" (SHALL BE
GUTTERED FOR
TOP ADWENT SLAB
STORMWATER
ELEV=8.05'
7.5
COLLECTION, WITH
BU ADJ
RUNOFF CONVEYED TO
"B")
© i
6.6 I
INFILTRATION BED
I
N
TOP ADJACENT SUB
IELEV-7.20'
1,261 SF OF ROOF
"A"
I
7.1
©
AREA (SHALL BE
SLAB
11
I 1 t1NC 1
STTERED FOR
ELEVATION
I
T RMWATER
COLLECTIONWITH
8.05
__ }AI U ADJ LINEII
RUNOFF CONVEYED TO
o
B_AJ LINE
I
INFILTRATION BED "A")
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N
'7
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6
I 60' x 36" EZ FLOW
75—X
INFILTRATION BED "B" I
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I (SEE DETAIL) I
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50' x 36" EZ FLOW
I I GUTTER DOWNSPOUT
INFILTRATION BED "B"
p01yD
I CLEANOUT CONNECTION
I
(SEE DETAIL)
7.1
(TYP• SEE DETAIL)
PRO SED
s.fi
I
FRONTAL DUNE
AS GED BY`"-"'
I } BU ADJ PORCH
TOWN LFLPO OFFICER
02-22-19
fi.e
zo
1
_
PROPOSED WOODEN
D
1
ECK J_
DECKING AROUND POOL
204
_ _
(577 SF)
SST 30' 00"W
50.00'
60' SETB,
FIRST LINE
LEGEND
® Roof Area "A"
Roof Area "B"
ql
60' SETBACK FROM
ST LINE OF STABLEVEGETATION
H

STORMWATER PLAN
179 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
GENERAL NOTES & MAINTENANCE:
ALL LOT DIMENSIONS, SURVEY DATARLOT PLAN, AND BUILDING PLANS PROVIDED BY CONTRACTOR/CLIENT. BUILDING PLANS BY
COASTAL DESIGNS, TITLED -PROPOSED LYDIA ANN PLAN AKA -HOLDEN BEACH 1744-E' FOR: TODD BROWN FAMILY' REVISED MAY 23.
2019. SURVEY BY GARY GURGANUS LAND SURVEYING, TITLED SURVEY FOR TODD AND AMY BROWN', DATED FEBRUARY 20, 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. OWNERICONTRACTOR RESPONSIBLE FOR VERIFICATION OF SUITABLE SOILS FOR
INFILTRATION AND SHWT LOCATION TO MAINTAIN Z 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.
STORMWATER FEATURES FOR ROOF:
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 SYSTEMS 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)
Mein Structure (Without Overhang): 2,518 SF
L45
Mein Structure (Including Overhang): 2,730
Total Proposed Built -upon Area: 2,730 SF (21.8%)
Lot Area: 12,499 SF
NOV 1 2 2019
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 Par Linear Ft (As Proposed)
_
Roof Area "A" Collection:
'II OF HOIDEN BEACH,
Roof Area To Be Collected =1,281 SF
- -- -- ----
Storage Volume: 1,261 SF x 1.5 Inch = 157.6 CF
Required Trench Length = 157.6 / 3.20 = 49.2 Feet
Use One (1) Trench - 50' x 36• x 24'
Roof Area'B' Collection:
Rcof Area To Be Collected =1.469 SF
Storage Volume: 1,469 SF x 1.5 Inch =183.6 CF
Required Trench Length - 183.613.20 = 57.3 Feet
Use One (1) Trench - 60' x 36" x 24"

A' OR 8' SOLID PIPE (AS
TO I
STORMWATER PLAN
179 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
IM 0•L 1510
NON-ROYEN DOTE%TILE
FABRIC (SPEC: AASHTO
M288) ON MM ENOS.
TOP AND BOTTOM
(OYEB.AP 6• YIN. AT
BREAKS)
RECOMMEND 8' - 12'
FILL/COYER
EZ 12M M
ENTIRE TRENCH
LENGTH
EZ 12OT N ENTIRE TRENCH
LENGTH (ODNNECT TO
DOWNSPOUT / CIEANOIT
PER DETAE.: MAY USE TOP
OR BOTTOM BUNDLE. CAP
ENDS OF BINDLE NOT
UM)
DOVNSFO T
6• INSPECTION FlwSEED tltADE
_ COVER
_ 6• SOLD PIPE (AS REQUIRED)
RED)
'OUT
e• e'
euNOTrnoss - _
SEDIMENT DEPOSITION �e
PORTION OF BUNG TEE
NON-NOYEN CEOTE%TIIE FILTER
FABRIC (SPEC AASNTO M288) ON
SO10 PPE TO BUNDLES REDUCER SIDES, ETAS, BOTTOM. AND TO'
(OVERLAP 6' MN. AT BEANS)
SECTION! NFW
ECEIVED
DOWNSPOUT / CLEANOUT CONNECTION R
NTS
NOV 1 S Z019
1A@HDw1 D LnJ�
NOV 1 2 2019 �
DCM WILMINGTON, NC

STORMWATER PLAN
4' OR 6' SOLID PIPE (AS
TO I
179 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
NON -WOVEN GEOTEKTLE
FABRIC (SPEC: AASHTO
M288) ON SIDES. ENDS.
TOP AND BOTTOM
(OVERLAP 6' MIN. AT
BREAKS)
6' - 12'
EZ 1203 H
ENTIRE TRENCH
LENGTH
E2 1203 H ENTIRE TRENCH
LENGTH (CONNECT TO
DOWNSPOUT / CLSANWT
PER DETAIL; MAY USE TOP
OR BOTTOM BUNDLE; CAP
ENDS OF BUNDLE NOT
USED)
DOWNSPOUT
6' INSPECTON FINISHED GRADE
l.e._.. iCDVER
6' SOLID PIPE (AS REWIRED)
iED)
OUT + -
BLIND CROSS
-----'��lllllllllill.�.11 IIII•
PEDIMENT
PORTIONMEBLIND
8' M 4'
SOLID ?WE TO BUNDLES REDUCER
MOTION NEW
NON -WOVEN GEOM)OILE FILTER
FABRIC (SPEC: AASHTO M288) W
SIDES. ENDS. BOTTOM. AND TOP
(OVERLAP 6" MIN. AT BREAKS)
DOWNSPOUT / CLEANOUT CONNECTION
NTS
RECEIVED
NOV 18 2019
DGM WILMINGTON, NC

2019. SURVEY BY GARY GURGANUS LAND SURVEYING, TITLED "SURVEY FOR TODD AND AMY BROWN "DATED FEBRUARY 20, 201923
RV
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.
STORMWATER FEATURES FOR ROOF:
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 SYSTEMS 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)
Main Structure (Without Overhang): 2,518 SF
Main Structure (Including Overhang): 2,730 SF
Total Proposed Built -upon Area: 2,730 SF (21.8%)
Lot Area: 12,499 SF
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 "A" Collection:
Roof Area To Be Collected = 1,261 SF
Storage Volume: 1,261 SF x 1.5 Inch = 157.6 CF
Required Trench Length = 15T6 13.20 = 49.2 Feet
Use One (1) Trench - 50' x 36" x 24"
Roof Area "B" Collection:
Roof Area To Be Collected - 1,469 SF
Storage Volume: 1,469 SF x 1.51nch =183.6 CF
Required Trench Length = 183.613.20 = 57.3 Feet
Use One (1) Trench - 60' x 36" x 24"
712 Oi1 179 OCEAN BOULEVARD WEST
FOR
CAROLINA CRAFTSMAN
I
1
smm rve
PROJECT #
19.07055 032
oro las.snr2
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PROJECT MANAGER
me'pm:rom¢r.um`,
M.NORTON
Nov - F 2Qin
i
SHEET
STORMWATER PLAN I C-103

STORMWATER PLAN
179 OCEAN BOULEVARD WEST
HOLDEN BEACH, NORTH CAROLINA
FOR
CAROLINA CRAFTSMAN
rRurustu Y x
ZO
MAICH EXISTING
PARKING SPACE
PROJECT BENCHMARK
(TYP.)
GRADE ALONG
TOP IRON ROD FOUND
5.45-
SST—'`'
S72 PROPERTY LINES
`+4O_%
ELEV=6.75'
NAVD 88
ia7
j!s'.0
X"
N8T 33' 53NE
�(S.S
10.01'
N87' 36' 29"E 50.01,
487 30' 00"
49.
XG,# I
I 7.% 1 s67
I GRAVE 4'
MATCH EXISTING
1� i DRIVEI
GRADE ALONG
PROPERTY LINE
1,469 SF OF ROOF
AREA "B" (SHALL BE
-,
GUTTERED FOR
TOP ADJACENT SLAB
i
STORMWATER
ELEV=8.05' r-7�5
i j
COLLECTION, WITH
fry,L,,'- -tBU A)J k
i
j
RUNOFF CONVEYED TO
"B")
©
INFILTRATION BED
4
i 1
N
TOP ADJACENT SLAB
IELEV=7.20'
1,261 SF OF ROOF
AREA "A" (SHALL BE
-I
SLAB
1 T`T"4Ed PSI.H
GUTTERED FOR
ELEVATION
STORMWATER o
COLLECTION, WITH I o
= 8.05
___
�_ _ +JJU AOJ UNEI
I
RUNOFF CONVEYED TO IC)
i j
} BU AOJ LINE I
INFILTRATION BED "A") 1 N
I
i
1
I
_J.iTF•
I 8 1
N
I
60' x 36" EZ FLOW
INFILTRATION BED "B" I
(SEE DETAIL) i
50' x 36" EZ FLOW
I
I GUTTER DOWNSPOUT /
INFILTRATION BED "B"
CLEANOUT CONNECTION I 1
(SEE DETAIL) _
OSE
PD Rpo
(TYP. - SEE DETAIL)
I L
—
I
FRONTAL DUNE
AS FLAGGED BY --- _
TOWN LPO OFFICER T
02-22-19
Se 30' 00"W
® Roof Area "A"
Roof Area "B"
+ BU ADJ PORCH
LCY_ _ L. LOq. IDECKING AROUND POOL]
50.00'
...cr.,� „
RECEIVED --`
n
NOV 18 2019
)�t.

PROJECT BENCNNVO(
TO
IPD11 R00 FOUND
ELLY=8.75' -. I
uAw ee S.D x 1. N87' 33' 53"E
° N87' 36' 29"E 50 ' N8T'30' 00"E 49 9� �10.01'
X2'
GRAVEL
DRIVE I I I
IC TOP ADYCFNf Sve
I� �{ BU pE�p.9,0Y I ADd
TOP ADACWSLAB
SUB I I'
I f I EIEV.T.20�
I 72 ELEVATION rRu—tDy$ POREI+qLINI !!
I8 8.05 N I .i-bU ADJ IUNII A
I I e i BU AOJ LINE I
1—'---I'
. 1. PROPOSED
POOL
WNTAL DUNEFLA
TOWN O O CM —' I ;- BU AW PORCH
• 02-n-19 •_. .�
S 7' 30' 00" 50.00'
FlRSf UNE STABLE Nov - 6 2019
OECETAi10N 1�2
40�
As FLAGGED BY
TOWN WO
5C 5 �)FIICD
SEE"STORMWATER PLAN)INSET" SHEET C-102 N
_ — — — — S6:'-j(�- 00"W— 50. 7
30 0 15 30
GRAPHIC SCALE: 1" = 30'
p PPROJECT
TE
T12 .Be,naw EPT. W. 2019 SHEET
sw to PROJECT 179 OCEAN BOULEVARD WEST
#�wNfb'N04'7o 9.0706502 PAR STORMWATER PLAN
mcg�l 9 #750SM2 G-� 0 7
Nc ra.�ud.,ep4^+� MANAGER CAROLINA CR..4FTSMAN. NORT(Ml