TB_19-12_ Weyer

Issued by WiRO TB19-12
Topsail Beach Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
• NORTH CAROLINA
Environmental Quality
as authorized by the State of North Carolina, Department of Environmental 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 Patsy Weyer authorizing development in the Estuarine Shoreline (AEC) at 216 Bridgers Avenue, in Topsail
Beach, Pender County as requested in the permittee's application, dated June 4, 2019, and received as complete by
DCM on June 7, 2019. This permit, issued on June 26, 2019, is subject to compliance with the application and drawing
dated and received by DCM on June 7, 2019 (where consistent with the permit), all applicable regulations and special
conditions and notes set forth below. Any violation of these terms may subject the permittee to a fine, imprisonment or
civil action, or may cause the permit to be null and void.
This permit authorizes: Demolition of existing dwelling and construction of new.
(1) All proposed development and associated construction must be done in accordance with the permitted site drawing dated
received by DCM on June 7,2019.
(2) Any change or changes in the plans for development, construction, and/or land use activities will require re-evaluation and
modification of this permit.
(3) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at(910)
766-7221 for a final inspection at completion of work.
(Additional Permit Conditions on Page 2) RECEIVED
AUG 0 5 2019
M ILMINGTON, NC
This permit action may be appealed by the permittee or other qualified persons r
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 Jason Dail
compliance. Any maintenance work or project modification not covered under C MA LOCAL PERMIT OFFICIAL
this permit,require further written permit approval.All work must cease when this
permit expires on: 127 Cardinal Drive Extension
December31,2022 Wilmington, NC 28405-3845
In issuing this permit it is agreed that this project is consistent with the local Land t.4a241
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal PFRMITTFF

t
Name: Patsy Weyer
Minor Permit#TB19-12
Date: June 26, 2019
Page 2 of 3
(4) 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 vegetated and stabilized (planted and
mulched)within 14 days of construction completion.
(5) Any proposed for grading within the 30' Coastal Shoreline buffer (as measured from the Normal High Water level)
must be contoured to prevent additional stomiwater runoff to the adjacent marsh and/or canal. This area shall be
immediately vegetated and stabilized and must remain in a vegetated state.
(6) With exception of stairs leading to the proposed dwelling, all development shall be located at least 30'
landward of the normal/mean high water line. No impervious coverage/built upon area, including but not
limited to the house (including eaves), foundation pad, covered decking, etc. shall extend into the 30-foot
coastal shoreline buffer.
(7) This permit does not authorize the excavation or filling of any wetlands, even temporarily.
(8) Shall the plan of development exceed 30% impervious coverage within 75' of the normal highwater line, the
applicant shall effectively demonstrate, through innovative construction and design that the amount of impervious
surfaces exceeding 30% impervious coverage within the 75' Coastal Shoreline AEC shall be managed and the AEC
protected. All proposed development and associated construction must be done in accordance with a credible
innovative design plan, sealed and sealed by a professional engineer.
(9) Upon completion of construction and prior to the issuance of a Certificate of Occupancy(CO), a letter of certification
must be received from the designer of the innovative system installed, certifying that the permitted system has been
installed in accordance with this permit, the approved plans and his design specifications. Any deviations from the
approved plans and specifications must be noted on the Certification and a permit modification may be required
prior to receiving a CO.
(10)All structures 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.
(11)Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party.
SIGNATURE: PC ' DATE: QLIJ , 20 I�j
PERMITTEE
RECEIVED
AUG 0.5 2019

Locality Iyegvi ' V2C 17N) 'Pet'mitNumbcr " ' 1?-
. Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline.____. Other
(F'orWiciul use only)
GENERAL INFORMATION
LAND OWNER-MAILING ADDRESS
Name ? -T S`f .14`�y.0lZ
I 66
Address PD $tie 3252.
City .9 1L ) k .._ State N Zip j 4S-Phone a'I D • �'?3' a 1 -1
Email ick-f, .ti'ltiey
AUTHORIZED AGENT
NamejgA2A./ i4v i 4,'V
Address 255PC W t )MP+ ,Ve.
City Co)umbl4 State _ ' Zip 292Dchone 6 ' 7 U4 '57 Zd
Email ja-v1 oa A.. ...G_ u/1d_ramSC.. , Goyrl . ...._.
LOCATION OF PROJECT: (Address,street name and/or directions to site; name of the adjacent waterbody.)
DESCRIPTION OF PROJECT: (List all proposed,construction and land disturbance.) Pewtoll 41 t rernDtJ .
bdd 'ed 6+ .ivre , replace wI�9► new lion:E tdr,re> -y, A
.0epti system Ih -f 4# )kr-) on e,r ictiont Ale•
SIZE OF LOT/PARCEL: )4", �J l-• * square feet a 3 if acres
PROPOSED USE: Residential (Single-family Multi-family[]) Commercial/Industrial 0 Other 0
COMPLETE EITHER(I)OR(2) BELOW(Contact your Local Permit Officer if you are not sure;chick AEC applies ,
to your property):
(1) OCEAN HAZARD AECs:TOTAL FLOOR AREA OF PROPOSED STRUCTURE: square 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:2232.2,square feet(includes the area of the foundation of all buildings,driveways,covered decks,
concrete or masonry patios,etc.that are within the applicable AEC.Attach your calculations with the project drawing.)
RECEIVED
STATE STORM WATER MANAGEMENT PERMIT: Is the project located in an area subject to a State
Stormwater Mana ement Permit issued by the NC Division of Energy,Mineral and Land Resources(DEMLR)?JUN 0 7 2019
YES.._ NO

i
OTHER PERMITS MAY 131+: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 Air Conditioning, insulation and Energy Conservation,PIA
Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connection,and
1 others.Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I,the undersigned,an applicant for a CAMA minor development permit,being either the owner of property in an ACC or a
person authorized to act as an agent for purposes of applying for a CAMA minor development permit,certify that the person
1 listed as landowner on this application has a significant interest in the real property described therein.This interest can be
described as:(check one)
kan owner or record title,"Title is vested in name of ? T 5 y W ay i,l lid ,
: see Deed Book 4 113 0 page 2.23 in the 1 Pia4 D a County Registry of Deeds.
i
an owner by virtue of inheritance.Applicant is an heir to the estate of
, — ; probate was in County.
if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application.
i NOTIFICATION OFADJACENT RIPARIAN PROPERTY OWNERS:
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.
(Name) (Address)
- (1) 4pwAlt0 MAt_PA55, 5r. 'Igg Qafie Pr►. Sm) China Grove; Nc. 2.ISD23
(2).figl .NY,_ gpi7a-r'+ t &.'F' Al. 2-505 Ule&n cler De.) W i h . I NG Z134 03
(3)
(4)
ACKNOWLEDGEMENTS:
I,the undersigned,acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding.I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot.This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
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.
. This the 4+11 day of.,uv' ,20 1°I
1
Landowner or p 4 aut toi ed to I .s his/her agent for purpose of filing a CAMA permit application
This application includes:genera irnration(this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Nazatzl AEC Notice where necessary a check for$100.00 made payable to the locality and
any it formation 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 rye 4g/VW
any permit.Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
JUN 072019

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Pli-T • W R r�0f�
f Y
� o. 2
Mailing Address: a1C 32 5
Phone Number: 9/6' B 33 . 6171
Ft.+ ►Jeyhe✓`® yahoo • dam
Email Address:
I certify that I have authorized PR PIN V►iA,'I 3310 • 7a; ' .72 0
Agent/Contractor
-F'.5avt.9a.n0 class;c bwlderssc . 461n
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: )lOme 'to re p)4e
-Plvocied ;lime 6-)ver./e-_orie Fi peewee )
at my property located at 2 14P 'Y jer'S &Ji ✓e
.J
in PeN-Dol 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:
rbkv ,ykteA L. Si nature
PA-1.33 Way I-0 Q
F(rint or Trle Name
Fr pre4y ow
Title
(olII //
Date
This certification is valid through 6 1 `t' 1 7-6 RECEIVED
JUN 072019

ROY COOPER
Governor
7,24 r_ MICHAEL S. REGAN
Secretary
NORTHCARoLlNa BRAXTON DAVIS
Environmental°train), Director
June 26,2019
•
Patsy Weyer
PO Box 3252
Topsail Beach, NC 28445
Dear Ms.Weyer,
Attached is CAMA Minor Development Permit TB 19-12 for work to be done at 216 Bridgers Avenue, in
Topsail Beach, Pender County. An electronic copy has been sent to the Topsail Beach Inspections
Department and your Agent.
To validate this permit, please sign both copies as indicated for our records. Retain the orange copy for
your files, and Alin the- et- I ys of receipt in the enclosed, self-addressed
envelope
This is not a valid permit until it is signed and returned to our office.
Thank you for your prompt attention to this matter.
erely,
.nya K. i ila
•ermit Support Technician
N.C. Division of Coastal Management
Enclosures
Cc: WiRO files
TB Inspection Dept.
Frank Gavigan—Agent
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405

ATLANTIC OCEAN sl,P
ef'
o40/- SITE ,
v45,
,,yA
1ppSA� SOoNO cP , �+ ATLANTIC OCEAN
N33000,56"E 1��4 VICINITY MAP: NTS
ci
C\ N NOTES
0
w 9Ao9 U m 1. THIS PLOT PLAN IS OF AN EXISTING PARCEL OF
\ O M 4,J.
' CM `'' 1Z 2. SUBJECT TO RESTRICTIVE COVENANTS,
\ \ ---1 EASEMENTS OF RECORD,ZONING ORDINANCE,&
\ 33 IA: ~� OEIP UNDERGROUND UTIUTIES,IF ANY.
\ 3. NO TITLE SEARCH BY SURVEYOR.
`\
y0, \ 4. REFERENCES;MB 3,PG 102,DB 4180 PG 223
\•Cq�,9s 5. FLOOD ZONE-AE 10(EFFECTIVE 2/16/07)
N"90- COMMUNITY PANEL#3720421200J
PROPOSED 6. ZONE-R-2-TOPSAIL BEACH
\• Y STAIRS SETBACKS:
30.0'— FRONT 7.5'
HOWARD " .�.� —�� 55' RSI '
EAR 33'
i♦ 10'COVERED
—24'.-
JR et al ���i N
DB 4207,PG 186 r �, PORCH w IMPERVIOUS CALCULATIONS:
a 348'
C+444 o LOT AREA-14,634 SF(0.34 AC
PROPOSED I••i•i ..: \\� m LOT AREA TO APPROX.MHWL)•12,897 SF(0.29 AC)
2.O0X8.OWz401 6.2' 44
STORMWATER Z p4s• s \ PROPOSED\I m PROPOSED RESIDENCE-2,040 SF
TRENCH.REFER Ci �44*4 ` \\ 34'X50' io EXISTING SHED- 96 SF
TO ENGINEERED �4444 a'` I y
PLAN ro �4�4� '$ E IDEN\� TOTAL IMPERVIOUS COVERAGE:2,136 SF(18.8%)
15.9'
LOT AREA WITHIN AEC-8,029 SF
r3�16.5'y I IMPERVIOUS AREA WITHIN AEC- 1,158 SF(14.4%)
m 1 MAX.ALLOWABLE W/O STORMWATER-2,409 SF(30%)
b
N 5'x8
5.1 1 COVERED PROPERTY INFORMATION:
EXISTING PORCH
8'X 12' FRANK HOBART et al OWNER:PATSY WEYHER
SHED DB 2370,PG 271 ADDRESS:P.O.BOX 3252
PROPOSED PROPOSED y SURF CITY,NC 28445
21'X 29' . 24'GRAVEL PHYSICAL PROPERTY ADDRESS:
SEPTIC DRIVE ro 216 BRIDGERS AVE
(o TOPSAIL BEACH,NC 28445
SYSTEM
10'MIN. AREA:0.34 AC.
TRAFFIC REFERENCES: MB 3,PG 102;
BARRIER DB 4180,PG 223
_ PIN#4212-69-1361-0000
15 MgL i '''/ F N
7 LEGEND:
' I P EIR-EXISTING IRON ROD
89' SIR-SET IRON ROD
$33app'56°w �1 CP-COMPUTED POINT
El E MBL-MINIMUM BUILDING LINE
-RIGHT OF WAY
EIP�3_g1g3 J 1154 S A\/ENv PPS-EXISTING POWERPOLE
O�` ,,nnI MH-EXISTING MANHOLE
NORTH CAROLINA nn�pGE Tet EP-EDGE OF PAVEMENT
PENDER COUNTY 30'PR`vA PROPERTY UNES SURVEYED
PROPERTY UNES NOT SURVEYED
I,WESTON LYALL,PROFESSIONAL LAND
SURVEYOR NUMBER L-4438,CERTIFY THAT THIS 30 15 0 30 60
PLOT PLAN WAS DRAWN UNDER MY SUPERVISION I FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION FROM(MAP BOOK 3 PAGE 102) GRAPHIC SCALE IN FEET
AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM THE SURVEY: CLASS OF SURVEY:B; PRELIMINARY PLOT PLAN FOR
POSITIONAL ACCURACY:500 RMS;TYPE OF GPS
FIELD PROCEDURE:VRSRTKGPS;DATUM:NAD83 FRANK GAVIGAN & PATSY WEYHER
'2007',NAVD88;GEIOD MODEL:GEOID 03; 216 BRIDGERS AVENUE
COMBINED GRID FACTOR:0.9999641;UNITS:US
SURVEY FEET;THS IS A SURVEY OF AN EXISTING LOT 4,BLOCK J,BRIDGERS AVE ON SOUND
PARCEL OR PARCELS OF LAND AND DOES NOT TOPSAIL BEACH,NC RECEIVED
CREATE A NEW STREET OR CHANGE AN EXISTING TOPSAIL TOWNSHIP, PENDER COUNTY
STREET.
PRELIMINARY SCALE:1'm 30' RI:A 12,2019
MARCH CN 15,2019
NOT FOR RECORDATION
CONVEYANCE OR SAES WESTON LYALL, PE, PLS, PLLC JUN 0 7 2019
WESTON LYALL 214 HIGHWAY 17N SUITE 1
HOLLY RIDGE,NC 28445

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to O-5 Vv'J�yN
PO-5 's
(Name of Property Owner)
property located at Z ) (p )2.1 1)L- /& Arv`
Address, Lot,- Block,Road,etc.)
on lac-5,0,t- ' OVnJJ , in i dl 1 4-1 , N.C.
(Waterbody) (Top ail Beach, Pender County)
He has described to me as shown in the attached application and project drawing(s),the development he is
proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
.Jit A 5C `V6 --
A-
Signature _
k4C2A0-T( -
Print or Typel Name
Telephone Number
L1 trc5 (-)c)(
Date
RECEIVED
DCM WILMINGTON, NC
JUN 1 3 2019

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to T AQ-'f Sy lA).e.--y H -)2— 's
(Name of Property Owner)
property located at 2. )i Jj2-)D ,- - /_V. .
Address, Lot, Block,Road,etc.)
on i3Oaa/a-1 1— Spv_ __, in O IPP -iz-)22 "C , N.C.
( terbody) (Top ail Beach, Pender County)
He has described to me as shown in the attached application and project drawing(s),the development he is
proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
c,
i'
nature <14
NO 14/a4^c/ ,q / a.c_S
Print or Type Name r
-----?DV Cam° OS-s'2--
Telephone Nu ber
rv/7/yv /q Date
RECEIVED
JUN 10 2019

OCEAN HAZARD AEC NOTICE
Project is in an: Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: ��'S` \/ Hon
Property Address: Z l 4i . , 4V jL'
Date Lot Was Platted:
This notice is intended to make you,the applicant, aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area,which is subject to natural hazards such as storms,erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement,
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
the development. Permits issued in the Ocean Hazard Area of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. it is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more informatiOn,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is ) ,,� c2)4/
located is feet per year. -
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
N.C. Dept. of Environmental Quality
Studies also indicate that the shoreline could move as much as Division of Coastal Management
feet landward in a major storm. 127 Cardinal Drive Extension
Wilmington, NC 28405-3845
The flood waters in a major storm are predicted to be about
feet deep in this area.
Preferred oceanfront protection measures are beach nourishment qi° ` ;C c, _ /
and relocation of threatened structures. Hard erosion control
structures such as bulkheads,seawalls,revetments,groins,jetties Phone Number 2-2-
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature,the application will not be complete.
[ittst_ ),1 ' RECEIVED
Prop rty Owner Sie Date
JUN 072019
DCM is 1d Iy 2o1u NC

Receipts for
Certified Mail
(Staple Here)
Date
+
Adjacerjt Property Owner
7 S.j t 4-7-rail, ,a`,' 6t.
Mailing Address
C L/
City,State,Zip Code
Dear Adjacent Property:
This letter is to inform you that I, _ 5`J Ul �l have applied for a CAMA Minor
Pro prty Owner /
Permit on my property at 2.11P 12)>7.62R-,12b ,4v . _ __,in Topsail Beach,
Property Address
Pender County. 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 33 , ' 7.04' ' . 72"z) ,or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the CAMA Minor Permit Program,you may submit them to:
Jason Dail,DCM Field Representative
LPO,Town of Topsail Beach
NC DEQ I DCM
127 Cardinal Drive Ext.
Wilmington,NC 28405
Property Owner
Mailing Address
City,State,Zip Code
RECEIVED
JUN 072019

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Receipts for
Certified Mail
(Staple Here)
Date
-pr, t-fa r�r}1,1,T ,- 3 I-,e_p,-s I'll
Adjacent Property Owner
v. l,ev yam✓.
Mailing Mdress
City,State,Zip Cod
Dear Adjacent Property:
This letter is to inform you that I, PA"1" ' V $i1 have applied for a CAMA Minor
Prrty Owner
Permit on my property at 2 ' t2 t},1?--j Ave. in Topsail Beach,
Property Address
Pender County. 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 336 • Theo-- j 72-0 _,or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the CAMA Minor Permit Program,you may submit them to:
Jason Dail, DCM Field Representative
LPO,Town of Topsail Beach
NC DEQ I DCM
127 Cardinal Drive Ext.
Wilmington, NC 28405
1-5y 1" yhI i/L„
Property OMer
r . )3Gx
Mailing Address
/a.,)L— P7e4A1 264 �
City,Stale,Zip Code
RECEIVED
JUN 0. 7 2019

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3 C
0 Certified Mall Restricted Delivery $ C, Here
3 r
3 0 Adult Signature Required $ 19 CP 0
D Adult Signature Restricted Delhiery$ 7 ej It
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-Uily,Stare ZIP+44
wa,,-,.. ),- , N c ..)- (.1 03

IICU Iv1411 ASCI VIUC F.AUv1UCS U W11UW111y uCI ICI I W:
ceipt(this portion of the Certified Mall label). for an electronic return receipt,see a retail
A unique identifier for your mailpiece. associate for assistance.To receive a duplicate
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Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records.
Hann A nAl,f.t.o.,_ OCR!"con r,,,ti.ertA,

CPU UNVEBSITX, OF SC
1600 HAMPTON ST
COLUMBIA, SC
29208-9997
451800-5555
06/05/2019 [phone] 2:40 PM
Product Sale Final
Description Oty Price
First-Class 1 $1.30
Mail
Large Envelope
(Domestic)
(WILMINGTON, NC 28403)
(Weight:0 Lb 3.00 Oz)
(Estimated Delivery Date)
(Friday 06/07/2019)
Certified 1 $3.50
(99USPS Certified Mail #)
(70181130000103577985)
Return 1 $2.80
Receipt
(®OUSPS Return Receipt #)
(9590940227366351227554)
First-Class 1 $1.30
Mail
Large Envelope
(Domestic)
(CHINA GROVE, NC 2o023)
(Weight:0 Lb 3.00 Oz)
(Estimated Delivery Date)
(Friday 06/07/2019)
Certified 1 $3.50
(99USPS Certified Mail #)
(70181130000103577909)
Return 1 $2.80
Receipt
(®@USPS Return Receipt #)
(9590940227366351227561)
Purple Heart 1 40 $22.00
2
Total $37.20
Text your tracking number to 28777
(2USPS) to get the latest status.
Standard Message and Data rates may
apply. You may also visit www.usps.com
USPS Tracking or call 1-800-222-1811.
All sales final on stamps and postage.
Thank you for your business.
Bill #: 840-22900469-1-1227717-2
Login ID: DAWN

ADDIT-L9NA-t_ e44c-02-,4-1)oio
1 $ hv4vi17 W1.&_ 7‹ /0 iNc.1 ve);" cpV,eve-) ?Pee-A )
t ne' r- o,( per r rrl e 4-e✓` I .6 g
IsS" / x ) . c/ (oley,hit.vij) = 2 2-f1-'
dvGv htvi wl
e N v , v 4►^e� w 1�� 1rr �G k.i1h /eve.'lam. 12,76
� 114,P
1SAY0
,,,,�, ,� 1ou 5t,r�&� Wi4-�
�v
fiw1 � 5
RECEIVED
JUN 072019

STORMWATER CONTROL CALCULATIONS
FOR 1.5"OF RAINFALL IN 24 HOURS
t
NEW IMPERVIOUS COVERAGE=2040 SF 'i. .k
' /
wo. II
VOLUME 1.5" RAIN IN 24 HOURS ..
2040 SF/8= 255 CF
BED VOLUME - 0
255 CF/40°/0 VOID SPACE IN STONE =638 CF
11
BED SIZE ' '
(1) 2.0D x 8.0W x 40'L= 640 CF TRENCH '...;••.• .. 41):::::: „„
• ''''' " li:E:. ''';',,, t
640 CF PROVIDED :•:::::
638 CF REQUIRED .
1 ..s,N.. 11.13
--- I 111111
tViii`Wagg.4:5
NOTE: STORMWATER TO BE COLLECTED BY GUTTER
FROM ROOF WATER ON DWELLING, ROUTE TO DRAIN ,•,.•
BED AT NEAREST POINT. PROVIDE SOLID PIPE UNDER .
•••,"' : ...:„..• -:,
ANY DRIVEWAY CROSS-OVER AREAS ,.„,,,„.„...•
e009',0 V KJ kIt:'F,V*
DRAINBED SECTION
NOT TO SCALE D=6" DOWN SPOUT DETAIL
SELECT FILL MATERIAL, L=40' TOTAL
3" DOWN SPOUT
\
6" DIA, HOPE ALLOW CORRUGATED
PERFORATED PIPE PIPE TO OVERLAP CORRUGATED
. DOWN SPOUT 6" PIPE
'' .:'1..'"-D‘C'
, :.''. ...:.J. ••-...,-:••:• ,;• ,t ,: :.:-'',;.'-•; ,..'L : 1.. .. : , ''. :' .
c '.• ' '. "•; !-- -'''':•""':::;"• ;''''.:'; ',I.;: ,`‘';',7:-,-,•'- •'' ' ' ' '- '' ' -'' .'. ALL DOWN SPOUTS :=_EF---:
.•.. ,,,' , ,•,. .: .. ..,•;;*,':'.•', r.i .;•=4'. •"''.57..•;,::''.-',',:'•:!'?2'.1r, LINE BED WITH • • ''''
•:'1•:' .,' -:.;.'"::;t;',:/ : .:mr.Y;, )''.F::::: .i:4-, - - ... CONNECTED TO 6" :11-----E-
. • ..: .,.,. 2. ••,,• , ::,,,,,,c,f,-, . ,,.:: ::.-„ .;!:`.;:k•'-,ir:`,,4 ' SOIL FABRIC , ''
---. ...
CORRUGATED
=... .-.-
• . • - , • —• - '.•• • --. . • - ...- .. • .
f.
', •:'''. '#57 STONE BED .'. ....•:s. •.:. ' '' • ' ••,. ,.' , ' 1'f ,' i
I 1011111i
WESTON LYALL, P. E.
•?%09'.... '* *....??,....,_"‘„
WESTON LYALL, PE, ,
GAVIGAN RESIDENCE PLSPLLC
214 HIGHVVAY 17 N. SUITE 1 : : .t .
216 BRIDGERS AVE. HOLLY RIDGE, NC 28445
1.,
TOPSAIL BEACH, NC 910-329-9961 FIRM# P-0937 •••• • 31'c q i -. *i..ct•4,
••., ...GINEN-0•%\e NZ'
STRUCTURAL ENGINEERING % Ot N(V'•‘/.•%
e,, ON
CIVIL ENGINEERING ii.p.to
STORMWATER PLAN SHEET:
LAND SURVEYING RECEIVED 1 OF 1
• SCALE: DRAWN BY: 1 FILENAME:
rIAT , ..zii gioni a 1 mr-vr Tr, CC'AI C Intr-r, H H\i A

216 Bridgers Ave
PIN: 4212-59-7709-0000
Septic Proposal
Scale: 1" = 40'
'b. 40V, A :,, „. Vf
. _ \
•
P2*:‘*14
v it.
c/GcV'' : of*
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sus F- _ a�,s�to 0(
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LOA. '1.. 1.
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Wastewater Treatment System Design
—4 Bedroom Home; 480 gal/day flow rate
— 1000 gal septic tank
Initial-Bed System
—>30"soil wetness condition
— 1.2 gal/day/sq ft LTAR
es.G SOIL Sc.
--480/1.2 =400 sq ft
/tt` —400 sqft x 1.5 = 600 sq ft
1. GU(( —21'x 29'system area
<<,5, gAlt4.F —Install with 12" bed bottom and a 6" loamy cap
. j RPRair-Fxampt
461 •; See attached Plat Book 2, Page 102
�dc� dated July 26, 1951
1r 12 `? RECEIVED
FgcG '
JUN 0 7 2019

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ELEVATION T TNEEOTrca ELEVATION to THE e
OFOIROEA CONFINE OrH AT 1 OF ORA CQNF4M VETO
ELEVATION CERTIFICATE
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Z'-{ji�T" I IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO GAVIGAN RESIDENCE WESTON LYALL,PE,PLS,PLLC
.g 07.h^,,,, > CONFORM TO ALL STANDARDS,PROVISIONS,REQUIREMENTS.METHODS OF 216 BRIDGERS AVENUE 214 US HIGHWAY 17N.SUITE 1
%-k�. CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUII DINGS ANCLOR HOLLY RIDGE,NC.28445
STRUCTURES AS REQUIRED BY N.C.UNIFORM BUILDING CODE,LOCAL TOPSAIL BEACH.NC PHONE:[phone]
C� ,p • ` O- AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES.VERIFY FIRM 1P•0937
_`C ALL DIMENSIONS PRIOR TO CONSTRUCTION
•.�z''..'F'. �V}�'+,� STRUCTURAL BCML
THESE PLANS CANNOT SE''',1SEF•EEtEEt., ,` WAY WIT OUT THE EXPRESS CONS NOT OFR EWESTON YALLPRODUCED IN A E,NY ELEVATIONS LANDISURVEYING
PLS,PLLC.ANY PARTY THAT TAKES PART IN DOING SO IS IN DATE: DRAWN BY: FILENAME: SHEET
VIOLATION OF COPYRIGHT LAWS. 3/15/2019_ KM/LK/GP GAVIGAN.dwg_ 1 OF 4

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t s?`0 COVERED PORCH ul 2 a 'la PTSP AT I x zwm=�Q CO-. d u>WOT s �
o J'_.._ - T COVERED PORCH W I..iuQu < Z_ F O �a \` g
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• 5008 9. 2088 6---:um-- 3Wa ::\,::<• 1 LOi Z a LL Q U) x.:.. Z iay"
•-1P-�1-5'0' I y S ) - 5.2+�I�.Itt / AU)D AT 85" 2.9O00 SEDER WON MIN 0000 AT 8O• I N Z W 0� W
PR-ENGINE•-ED PRE-ENGINEERED r 1 / N5- >Z 6 Q_ LL
PRE-ENGiNEENEO / HEADER H T. 13x12 HEADER REAM HEADER HT. P W Q O ¢ N r N
FLOOR TRUSSES BY FLOOR TRUSSES BY' FLOOR TRUSSES BY r,yA" b W Z g O 8 O F'
OTHERS OTHERS OTHERS 0' % 9pOEK✓Or ¢H-y$+� wUFQ'U J a
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OFFICE BEDROOM#1 TV ROOM i Iws1•A AND SauEST1O55ISSOO .o p W Z E) m r-z Q W D U p
1 .1 �. % .o"vciK„` w eE`N°dc x' Jsw�8z $o-�QX. 0 >. 2„,zz O m2
FRAMED.o o 24®C.D.TO Mx: GREAT ROOM b 11O OSR paRDEs 1,cur,“.* w 2 W g J W> *
FlrAEO.OUT • / 1TOIRT'L TSI 0. O 2 Q V
COVERED xvA1L, ^.LTVBI®WDRYNxI_ a / - ww-r wgicr.u-eE' WWON5( OI3- Z to(A OV) a
I. PIRONER II ~ Y wEs �J<<Z< ~Q W Z —
PER
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P
CLOSET I N \\` / / O j O U N a
= me L__ FIOB 7Mi _._....._. j I / t / pF- < O
111 SIL—(—:..__... ._._ ......... r_ y % % =2 i~w W1-° W to FL fn
1 STORAGE . I1��/.-"yaw-1I AT II TVRxa1 $ i I T-hr2 g.1 .5.
a �jr ma 443
it LwLwAY IENEJG -�1 - STONARIE 1 / t�-rJ rd` I 6-1' Oj vl=Y a~i yZj w>J Q m, El)
F
1-• i ITII LOCATIONS N I ___J Y ,, F O VO < x<a O N cc
2irrrrr.2ZZZl l..•Lus 1'i e� z 6 b ... 7r r. % .. Illie,
Li-
-
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11 j 4-�G4 (;rNfRA.NOTE$:- R1:5/2O/2O19
RFYAt1R 1 I T 1T 1 Al DIMENSIONS ARE TO BF.VERIFIED BY
.j / ,,,•-�'S ql
L / OWT.L.R/GONTRACTOR 1111!
^ C Y % PTOOR rO CONSTRUCTION.AOJl15'I'HEIGHTS AND MYTHS \\\\\\ ;,I/a
3INTOi AS Rr OUIRFO `,..( CA(�O'/.
' g ;11
/ 7 TI I T1E-SHCN IS Slit SPECIFIC. may` !IBEDROOM#2 y.• . 3� \x II I G 00 I (r .. • TO i Y ONI Y USE MATERIALS BELOW FLOOD BEE THAT ARE ` `', J.
S/':
6 .,I 1 FIR DINING KITCHEN z�• FLU i ISIS TREA.FOOH MOISTURE RESISTANT. O
BA [}o BATH, - II ROOM Ef NDOW SIZES MIDIOLATION BY OWNER/ y9~:
�/ ' --- / (.ON-NACTOR PRIOR TO CONSTRUCTION. +` •••
'�'{ # �F �. --- " i r: • j`+'. i, SFpry iI. .... MOOR
, BUILDER TO CONFORM'FO ALL ST OF ANDARDS OFT THE �: "27apnp�w��f`'L:
N _„ is
rue i - _ ..2• ._-. y'1 __ __ % BUILDING CODE.VERIFY ILLI.DIMENSIONS PRIOR TO A� j�j6:\ `
_ - / O- _v'g / CONSrauCTMN ••lC"•Ut(. c•
2486 24SO."'v�_ i - IF-�.- - j 6LUMBER IS SPEGFlED AS A2 RPF A118%NOISrIATE •' •P\/�/``
I IIBA 13 -'2' ? a �•�� zrrz J y7�Qz' .... ..5 UNLESS NOTED OT)£RWTSE.I VLS ARE DESIGNED WIN i s •`;
1 1 I ¢' a - .t v w7Mm- _.i Ft.2D:O PSI AND E•2.Dx10"DUNU:SS NOTED OTHERWISE. ' SIP TON�•y\a`
1 1 II Y3 ,1 pi : - r E---- •� / AI.REAMS SHALL HNVF-A MINIMUM Of 2)A6 OR 234 7jfff It till\\
CLOSET i ;3 2.2A18 I . / 19• / 1
1 1 ', TYITI 1 ;'2 HEADER ,'� / STUDS BELOW EACH ENO UNLESS TIN OD S LOAD PAT
0 W / CONTRACTOR SFW,L ENSURE CONTINUOUS LOAD PATH TO
L---J
I': I g REARM to TO $ _ 1�.t 7'r -$ FOUNDATION PILE'GIRDEH GIRDERS SHALL BE DROPPED
r�r7 Jr,..r./zlaril Za LOCATION 2ND FIR ,Ex,, a/ a "'/ UNI ES NOhD OTHERWISE
-�$ -r I T--1 _MI RAWER rR .......p T FIELD VERIFY
V ALL
ST ON
�!y I M / CLOSET - / 6 FIELD VERIFY ML STEMS'STAIRS.
URN 2.1.TLIALVLBFj,y 'g % % O.8AL.LE%TERIOR WALLS SHALL BE CONSTRUCTED YWTH 2.6
BATH 43 WIN DEN0N3 mow MiLmo Maa i� L-,O'.r I ,I✓A- I $ MASTER ___ 0 t2 SPE slims or O.C.)AND INTERIOR WALLS SFWI BE TYP.5i1FARWALL
PONT LOCA1gNS.G ��..i 2408 J - ',N30 eri BEDROOM _ / CONSTRUCTED WITH 2.4 R 5PF STUIS Dr O C.)UNLESS 45 SPECIFlCATgNS
BFMOHO PONT ENSURER ��5'•:—•7SI;--.OI� -j _'_ 6 MASTER y%" PALL HETED ADERS R5 SHALL BE 2-2x10 IN 4'WALLS AND}Ix1O
en 12R STIR COUAN .w
SFLOMA)GOS U m Ij A ._.-..... BATH / IN t WALLS UNLESS SPECIFIED OTHERWSE HEADER SHEAR WALL LEGEND
5� (BATH 11s) g/ it- CONCRETE
BE 6-UNLESS NOTED OTHERWISE
• Ro BATH•,% W C 1 • Y/ y ;a% 11-ALL CONCRETE SHALL RE 3.000 PSI AT 28 DAYS 17CII.r]SINGLE KY SHEAR WALL
BEDROOM B3 $ #4 % /f d ` % 12 INSULATION SHALL MEET CURRENT CODE. �. OOUDLE PLY SHEAR WALL
R �/ a ,,. Orii TRUSSES AND ROOF ANCHORAGE SHALL BE
/ $ DESIGNED BY OTHERS.PRE-FABRICATED ROOF TRUSSES
:...>:.._SOS(1,.. 2 _..S(A§. _---�. 'i ISL 35K4 xq0 % SHALL ON TRUSS EXTERIOR AND HEADER$ONLY _
• SHAt E WALLSFECOLG:xxtS
.._.. ... '...._...._. _ ll..#:_"._......$Izazizzzzzz T......__::ITIXXX. I.CXZ=`:Y '. UNLESS NOTED. TRUSS CESIGNER SWYI.NOTIFY 1 ANE(2, M SE WSTALLED WTI FAtE4WN f MIER
-416,—'----•fO 7.10 fO'--F--r-0' —4,.t�1--•IB I a- ENGINEER IMMEDIATELY IF AD0ITOONPLNTERIORLOAD - PERPENacuAR'OVUM
Hrr ��-r� q.4• 2 y-iP--1---4-$ BEARING WALLS(FOUNDATION IS RFCLARED. TAN....aw*Of lrwuNABFNSwSSP.
SY 6 --�I-t 2O-t ��-9'1 1' t' -I 14-BA FOR NANO ANALYSIS.%IE IJNDFOUNCATiON pF.51GN IS
1J'L\a scAUNc puaf o[DAM f'aNtzrONE NANO
--raa zv T J BASED ON AN ENCLOSED GROUND LEVEL VORT.4•L ERASES OF P.vELA+DTAT NrFSIpLUTE
RASANG
16 ALL.POINT LOADS AM)COLUMNS SHALL BE 1RIOMUNF TSSTI0 AT DOUBLE MOP PNTEB.
CONYHUO,4f Y BLOCKED TO A PILE OR GIRDER SHOWN ON Ilm1OU[OOTIR PUM S.Mw JOMTB.NO WAGERS
FIRST FLOOR PLAN THEFC,UNOATIONPLANINTHISPFANSET 5 ISAOIXRERowsam�aONLW%MOl1n
16%L E LENCTHFROMAVG.GRADE TO BOTHOL.1OFLNt SIOLL SE Auk.DOME
ROWSTERO OF SS
C01O1NMILEI O1
SCALE:t/8'=t•-O' SECOND FLOOR PLAN SHALL NOT FxcEED!7a CONTRACTOR SHALL NOTIFY CN
,aMTs No awl cvoaAPciROENs 064+FILL we M.
HI-0�CEILING ENGINEER IMMEDIATELY IF%LE DOES EXCEED ST'EOFIE.D R mccKINO N.D.ac MOWED,'CONDITIONED SQUARE FOOTAGE SCALE:1/8">°7'-0" LENGTH. 0 MOOR TRIMS SMALL ALIGN WON ROM.
17-RE.CEIPT OF THESEPt/WS SY OINNE:RMANTRACTON AxwKL:;.TOP AND BOTTOM RATES sSW.l of
9'-D"CEILING .IxC1RED TO/ROSS USN.1E4 NAILS AT a•ON CENTER
NMI INTERIOR LOAD BEARING WALL GROUND FLOOR O SF MEVERYAIL OTHERS ACKNOWLEDGE'THEYACCEPTORS PLAN roBEcl?E PUTEroWXIO TR,188 ArA:Ilawx:wwL
FOIST FLOOR:I,SSO BF IN EVERY WAY TO BE CORRECT.ANY DISPUTE Off SE l v LE THE ENTIRELARWNL r0O.
XI �^� SECOND FLOOR:1,00O SF' STANDARD MANDOW CORRECTION MUST'BE AVwFSSED PRIOR TO O01.5 R
/
S5LARVALL PERPEN4cw0 TO ROOK
BEARING LOCATION WITH MIN.2-2x4 TOTAL CONDITIONED:1.720 SF AND DOOR NOTATION CONSTRICTION. TTMIES Sw.L BE SECURED WINO..wxO AT EACH
m OR 2-2x(1 STUD COLUMN BELOW 0_y0.WIDE
16 OSHA REGULATIONS WERE NOT TAKEN INTO *NnLyvl„LL,rvreuECT;oN.
GROUND FLOOR ENCLOSURE:1.0W SF CON&UERATION FOR THIS OESIQR.CONTRACTOR SWLLL aTort:wEUAT woR IE BAIOI
OR
UNLESS NOTED OTHERWISE err FALL W TeoNs s o,;.SE A NIN.2.1.:..LK WON
ANY
- 0FIRST
FLOOR COVERED PORCHES:SOU SF
SEGO VERIFY ALL REGULATIONS AND CONFIFa1 POTENTIAL Rwxx1Fs96..OKA1A.SECURE KWIC.InSEAM AS
SECOND FLOOR COVERED PORCHES:34O SF 2B68.21F V.W E H4\ZARO$PRIORTU CONSTRUCTION NmEDAt MOVE
m TOTAL FOUNDATION FOOTPRINT:2.040 SF•
6'S'TALL "0
1
m
v

34'
o.�(611-4' I 1 • I 11'-4• •_0_
-" -4'
OF
TRUSSES BY OT__________----/ HERS:
ARE
CONC.SLAB CREPRESEORDS BIMATIVE
6:12 ANCHORAGE PER
(COVERED PORCH ABOVE / �_
iq \Q .'/%%%P�RII]py MANUFACTURER
I��I1.,,_ I 11•.4 I for •
t ' EMS To i
)F SHALL BEAR O .XTERIOR WALL TO REDUCE LOAPI ON PORCH tIEMF:RS� 8'-2---t-- M-2' 117'
) TOPA■Z�.�....>vaa�s. i'X12/i. /■'x-. i!IlfIZ22Y.(11X..■ 1 �(A 2x12 F'T HEADER 5 TOP PLATE
I( MINIMUM 2A8 STUD j
WALL. i MINIMUM
' I I % 7118'WALL SHEATHING 2ND FLOOR
/ Il CTTACHE D PER CODE CONDITIONED SPACE.
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•
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EDGE OF ROOF/HIP/RIDGE SEpNrts os •,;;1 t0 pRp1�q5 CONFORM TO ALL STAND.AROS.PROVISIONS.REQUIREMENTS,METHODS OF 214 US HIGHWAY 17N.SUITE 1
..._..............._. O SC FE0$5l9 WRL`1t`'� cu ''tt % 277E i)I: S CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR 216 BRIDGERS AVENUE HOLLY RIDGE,NC.28445
SECOND FLOOR WALLS BELOW TTIE GE0.ETC1 aE5PEaTNE.-,gHOrI. Sp"• : STRUCTURES AS REQUIRED BY N.C.UNIFORM BUILDING CODE.LOCAL TOPSAIL BEACH,NC
PORCH HEADER BELOW rC•1,-ATES L ,I VL3,'' PHONE:[phone]
`- • •••: V AGENCIES AND IN ACCORDANCE WITH G000 BUILDING PRACTICES.VERIFY
_. .. HOUrAY a L•IAU"1'T" �.` ALL DIMENSIONS PRIOR TO CONSTRUCTION. FIRM 1•P-0937
AS,oN ROOF PLAN,GROUND
ITI �° TON LAP` FLOOR PLAN 8 TYPICAL STRUCTURAL 8 CIVIL
Z ,,.�tT�1tT,�.. THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY ENGINEERING A
WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE, WALL SECTION LAND SURVEYING
PLS,PLLC ANY PARTY THAT TAKES PART IN DOING SO IS IN DATE: DRAWN BY: FILENAME: SHEET:
•
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DETAIL NO.2,ON OUTSIDE DOES
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7 C I rL'''�{-R=r 'ro �� EXTERIOR SHEATHING AT THE GROUND FLOOR FLOOR WAGRESPONSIBILITYI DEAD LOAD oPBF CONFORM TO ALL STANDARDS,PROVISIONS,REQUIREMENTS.METHODS OF
II
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LOCALAND70R
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75,1 075 Lvt.GIRDER t�1. IRDGR .- a,.75x11 875 LVL GIRDER 1 DETAIL. FULL SHEETS OF SHEATHING SHALL BE ROOF DEAD LOAD'20 PSF AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES.VERIFY
i9°`-- � �`*- USED,WITH OPENINGS CUT OUT AS NECESSARY. YAW'160 MPH ASCE i-1D ALL DIMENSIONS PRIOR TO CONSTRUCTION.
.--3 I s-- - I TREATED SHEATHING SHALL BE USED BELOW BFE
•2'.FULL BLOCKING IS REQUIRED.REFER TO RI:5/2020/6 THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY
PILE DEPTH AND SHEAR WALL SPECIFICATIONS ON SHEET 2. WAY WITHOUT THE EXPRESS CONSENT OF IN DOING
WESTON LYALL,PE,
PLS,PLLC.ANY PARTY THAT TAKES PART IN DOING SO IS IN
FOUNDATION PLAN CAPACITY LEGEND �•`1'"""'444,, VIOLATION OF COPYRIGHT LAWS.
SCALE 1/8'=r 0 C(B) 6-x44cAP. ssr�WLeN. ELEVATION VIEW O�'', WESTON LYALL, PE, PLS, PLLC
e.00aI CAI'. NTS
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SPEGFlCATKN4S,ON TMB 214 US HIGHWAY 17N.SUITE 1
(4) 0 rxr Pr PILES 12'DEEP W MIN. ~� � SHEET. = 216 B B S AVENUE FIOIyY RIDGE,NC.28445
2,00M CAP. �<�/ ,27 tk`t TOPSAIL BEACH,NC PHONE:[phone]
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3/15/2019
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U.S. OF DEPARTMENT OMB No,
Federal 1660-0008
E Agency^'~ "=° Expiration Date: Nmem�r3O 2018
NaUona|F�odInsurance Pmgnam '
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9,
Copy all pages of this Elevation Certificate and all attachments for(I)community official,(2)insurance agent/company,and(3)building owner.
SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE
At, Building Owners Name Policy Number: '
VVEYHER PATSY R
Building Street Address(including Ap.. Unit.Su)8a and/or No,) Route
Box No. ' � � � � Company NA|CNumber:
2168R|D8ERSAVE�
-- __
city State ZIP Code
TOPSAIL BEACH North Carolina 28445
A3�P-roportyDeochpbon'(Lot and Block Numbers,Tax­*'P­y reel Number,
- Description.etc' - --'
F1N#4%12'59-77O9-0OOO
*4. Building Use(e.g., Reuidyndo|, Non'RenidentioL Addition,Accessory,eto.) RoeidmnVe|
_ -
A5. Latitude/Longitude: Lat.34' 2'24.34 LonQ.-77'37'20.34 Horizontal Datum: MNAD1Q2T ExJNAD1&83
A6 Attach m\least 2 photographs of the building/f the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 6
A8 For a building with mmavWnpoomo'ennlooue(s):
m) Square footage ufurawbpeoen,anclooue(s) 1.860 oqft
tV Number of permanent flood openings in the crawispace or enclosure(s)within 1.0 footabove adjacent grade 13
o) Total net area of flood openings inAW.b 1.664 nqin
d) Engineered flood openings? 0yma NNu
A9, For a building with ao attached garage:
a} Square footage of attached garage 0 aq#
h> Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
o) Total net area uf flood openings inA0.b 0 aqin
d) Engineered flood openings? nYee [:JNn
SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
81, NF|P Community Name&Community Number B2 County Name 83. 0a0o
TOPSAIL BEACH 37O18T Pender North Carolina
B4. Map/Panel B6 Suffix B6. FIRM Index B7. FIRM Panel B8 Flood Zone(s) B9 —' F| o) �
NumberDate Effective/ (Zone AO,use Base
Revised Date
� """ "
3720421280 J 02/16/2007 AE 10 Flood
g10. Indicate the source of the Base Flood Elevation<BFE>data or base flood depth entered in Item 8S:
[]F|SProfile 0 FIRM []Community Determined F� Other/Source:
a11 Indicate elevation datum used for gFE|n Item 8S: [] N8xD182S [ NAVD1B88 n Other/Source:
B12. |e the building located inn Coastal Barrier Resources System(C8RS)area or Otherwise PmteotedAea(0PA)? FlYom RNo
Designation Date: C8RS Fl OPA RECEIVED

OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30,2018
IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
216 BRIDGERS AVE.
City _.____._...__.... State ZIP Code Company NAIC Number
TOPSAIL BEACH North Carolina 28445
SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction` ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1,A30,AR/AH,AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized: N/A Vertical Datum:Geoid 12A VRS RTK GPS
Indicate elevation datum used for the elevations in items a)through h)below.
❑ NGVD 1929 x❑ NAVD 1988 ❑Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 3. 5 ❑x feet ❑ meters
b) Top of the next higher floor 14. 7 Q feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) _ N/A ❑x feet ❑meters
d) Attached garage(top of slab) N/A.._....____.__. ❑x feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building N/A. ❑x feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 2. 5 ❑x feet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) 3.5 ❑x feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑x feet U meters
structural support
SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments.
Certifier's Name License Number
Weston Lyall L-4438
Title ttttttttttlrt
Owner/PLS �'�tt°� ' t+�
P Y __...._ _ 0 0
Company Name ace y
Weston Lyall,PE, PLS, PLLC A �3f FS
vAddress _ L 4438
214 Highway 17 N. Suite 1 <%
C
State ZIP
No y Ridge _ North Carolina 284 Code M�'''r1 sfer&,ON tt �`►
ntpt
Signature Date Telephone
Affl 12/07/2018 [phone]
Copy all pages of this levatio Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner.
Comments(including type of equipment and location,per C2(e),if applicable)
This elevation is preliminary only for a proposed residence. Elevations noted are per construction drawings.
Section A8:The estimated enclosure area is determined from preliminary construction drawings. The flood vent openings are assumed
to be 8"x16". Final calculations are determined with the finished construction elevation certificate.
Sections B8&B9: Information noted is the effective flood zone.The flood zone shall change to AE 11 peECEIVDEMA flood map
JUN 0 7 ?nts
FEMA Form 086-0-33(7/15) Renlaras all nrevirnts rariitinnc Form Pane 9 of R

OMB No. 1680-0008
ELEVATION CERTIFICATE Expiration Date: November 30. 2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt- Unit, Suite. and/or Bldg. No.)or P 0. Route and Box No. Policy Number:
210BR06ERSAVE.
-6hy ---'--- State ----' ZIP Code —company--- IC Number
TOPSAIL BEACH North Carolina 20445
SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT 8FE)
For Zones A0 and A(without BFE). complete Items E1-E5 |f the Certificate is intended to Support aL0MAo/LOMR-Frequest,
complete Sections A. 8.ondC For Items E1-E4. use natural grade, i/available. Chock the measurement used, |n Puerto Rico only,
enter meters,
E1 Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade(HAG)and the lowest adjacent grade(LAG).
a) Top of bottom floor(including basement,
cmw|apome. or enclosure)in oaeu Rmetom Fl above or below the HAG.
b) Top of bottom floor(including basement.
oraw|upauo. nr enclosure)is _ 0feot []mehys []above u, below the LAG.
E2 For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 arid/or 9(see pages 1-2 of Instructions),
the next higher floor(elevation C2,bin
the diagrams)of the building ia __ ....................... ..............................._ E]feot FlmeVom F]above or F]below the HAG.
E1 Attached garage(top of slab)ia 0 feet El meters D above or []below the HAG.
E4 Top nf platform o/machinery and/or equipment
servicing the building|n ------ __ []feet []meters R above o, []below the HAG.
E5, Zone AO only: |fno flood depth number|o available, iu the top nf the bottom floor elevated in accordance with the oommuni'�'u
Von e U | i ordinance?pnmonegemon�o nance E] Yeu [] No [JUnknmwn The local official must certify this information in Section G
SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or
community-issued BFE)or Zone AO must sign here. The statements in Sections A, B,and E are correct to the best of my knowledge.
_____�yOwn_ __
Pnopea,or0wno�sAuthohzedR*p_nesenta,ivn'uNome -
Add-ress ---- ----- ---- --
State' ZIP Code
Gignoture--' ---- Date Telephone -
Comments --- --- --- --
RECEIVED
/�A� 0 7 2019
QCK8NNLK8/NGTQN, NC
. []Check here if attachments.
pENA Form O8e'0-3n(n1s)

OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30,2018
IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
216 BRIDGERS AVE.
City State ZIP Code Company NAIC Number
TOPSAIL BEACH North Carolina 28445
SECTION G—COMMUNITY INFORMATION(OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only,enter meters.
Gt. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor.
engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO.
GB, ❑ The following information(Items G4--G10)is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction [] Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)
of the building: — ❑ feet ❑ meters Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑feet 0 meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
............... ____ _
Comments(including type of equipment and location,per C2(e), if applicable)
RECEIVEC
!UN 0. 7 201S
DCM WILMINGTOV, NC
U Check here if attachments.
FFnea G.,rrn nua_11_1z/7/1 o...,.,A i c C

BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date: November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit. Suite: and/or Bldg. No.)or P.O. Route and Box No Policy Number:
216 BRIDGERS AVE
City State ZIP Code Company NAIC Number
TOPSAIL BEACH North Carolina 28445
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item AS. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents: as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
Photo One
Photo Ort
Photo One Caption
Photo Two
RECEIVED
•
JUN 072)19
DCM WILMINGTCN, NC
Photo Two
Photo Two Caption
FEMA Form 086-0-33(7/15) Replaces aIi nrevint priitinn¢

BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit. Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
216 BRIDGERS AVE
City State ZIP Code Company NAIC Number
TOPSAIL BEACH North Carolina 28445
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.
Photo One
Photo One
Photo One Caption
Photo Two
RECEIVED
JUN 0 7 2019
DCM WILMINGTON, NC
Photo Two
Photo Two Caption -
FEMA Form 086-0-33(7/15) Replaces all nrevini Priitinne __ _r

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CP r"v NOTES
0
---'fir •,'9AA m 1. THIS PLOT PLAN IS OF AN EXISTING PARCEL OF
w n°� \90I OO A LAND.
CM ( 2. SUBJECT TO RESTRICTIVE COVENANTS,
N. - EASEMENTS OF RECORD.ZONING ORDINANCE,&
``\ 33'Mg`%-R' 'EIP UNDERGROUND UTILITIES,IF ANY.
N. 3. NO TITLE SEARCH BY SURVEYOR.
N.
',\Cq 1 4. REFERENCES;MB 3,PG 102,DB 4180 PG 223
\S, 5. FLOOD ZONE-AE 10(EFFECTIVE 2/16/07)
COMMUNITY PANEL#3720421200J
6. ZONE-R-2-TOPSAIL BEACH
\ SETBACKS:
\ w FRONT-7.5'
HOWARD y 1 a SIDE-5'
MALPASS JR et al M 83
REAR-33'
DB 4207,PG 186 ,\�r m FRANK HOBART et al
OD
r m DB 2370,PG 271
?S co
to
z `�/4"0 IMPERVIOUS CALCULATIONS:
o i.:::22': : LOT AREA-14,634 SF(0.34 AC)
8'X 12 '?;:i:: EXIS I zI'83
EXISTING RESIDENCE-1,516 SF
SHED NG ;.:;;`,c\° EXISTING SHED- 96 SF
z.
REBID TOTAL IMPERVIOUS COVERAGE:1,612 SF(11.0%)
W
ENCE 8 n LOT AREA WITHIN AEC-8,029 SF
N'- AC UNIT
IMPERVIOUS AREA WITHIN AEC- 410 SF(5.1%)
I "�::-'` ri PROPERTY INFORMATION:
-16.5' :.::28':::;;; ::• .':..
OWNER:PATSY WEYHER
ADDRESS:P.O.BOX 3252
:.1—::' SURF CITY,NC 28445
:0cc:::
p:. PHYSICAL PROPERTY ADDRESS:
216 BRIDGERS AVE
TOPSAIL BEACH,NC 28445
::�'1: :: AREA:0.34 AC.
::`4`:: REFERENCES: MB 3,PG 102;
DB 4180,PG 223
PIN#4212-69-1361.0000
_ 5 MB` I.7 1 IP LEGEND:
EIR-EXISTING IRON ROD
$33op0 ,W ?1 89� SIR-SET IRON ROD
56' CP-COMPUTED POINT
El',. UE MBL-MINIMUM BUILDING UNE
E�� 30'v R/W-RIGHT OF WAY
El)' —-4 2 72' RS AVEN PP-EXISTINGP MANHOLE
h MH-EXISTING MANHOLE
PENDER COUNTY BR`D 3•3 PRtNORTH CAROLINAVA1°VN EP E PROPERTY UNE OF ES SURVEYED
PROPERTY UNES NOT SURVEYED
I,WESTON LYALL,PROFESSIONAL LAND
SURVEYOR NUMBER L-4438,CERTIFY THAT THIS 30 15 0 30 60
PLOT PLAN WAS DRAWN UNDER MY SUPERVISION ' mmmmmm
FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION FROM (MAP BOOK 3 PAGE 102) GRAPHIC SCALE IN FEET
AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM THE SURVEY: CLASS OF SURVEY:B; LOT SURVEY FOR POSITIONAL ACCURACY:500 RMS;TYPE OF GPS
FIELD PROCEDURE:VRSRTKGPS;DATUM:NAD83 FRANK GAVIGAN & PATSY WEYHER m
"2007",NAVD88;GEIOD MODEL:GEOID 03; 216 BRIDGERS AVENUE W C
COMBINED GRID FACTOR:0.9999641;UNITS:US
SURVEY FEET;THS IS A SURVEY OF AN EXISTING LOT 4,BLOCK J,BRIDGERS AVE ON SOUND ` fi
PARCEL OR PARCELS OF LAND AND DOES NOT TOPSAIL BEACH,NC / di
CREATE A NEW STREET OR CHANGE AN EXISTING TOPSAIL TOWNSHIP, PENDER COUNTY W O ;
STREET.
PRELIMINARY SCALE:1-=30" U Z •
JANUARY 4,2018
CON FOR RECORDATION WESTON LYALL, PE, PLS, PLLC
CONVEYANCE OR SALES -UJ �j
WESTON LYALL 214 HIGHWAY 17N SUITE 1
HOLLY RIDGE,NC 28445 •
REGISTRATION NUMBER L.4438 .u.n-,sdnna. emu,,

TOWN OF TOPSAIL BEACH
iA
FLOODPLAIN PERMIT PERMIT
TOPSAIL 820 S ANDERSON BLVD TOPSAIL BEACH,NC 28445
BEACH f NORTH CAR OLINA Phone:[phone] FAX [phone]
-.,
DATE ISSUED:05/30/2019 PERMIT#:2019-112758
DISTRICT TAX MAP PARCEL#
LOCATION: 21.6 BRIDGERS AVE 42125977090000
216 BRIDGERS AVE LOT ZONING DISTRICT
OWNER: PAT WEYHER
TOTAL VALUATION
CONTRACTOR: 6715 $ 0
HWK BUILDERS
922 S ANDERSON BLVD. TOTAL SQ FT
HOLLY RIDGE,NC 28445 0.00
PHONE: HEATED/UNHEATED
0.00 0.00
TYPE CONSTRUCTION:DEMOLITION OCCUPANCY GROUP:RESIDENTIAL
FEE CODE FEE
OTHER TYPE PERMITS/OTHERS DEMOLITION 105.00
/OTHERS FLOODPLAIN:?.%'�"r✓',::f'# 30.00
TOTAL PAID: 135.00 **PAID IN FULL** TOTAL AMOUNT: 135.00
REMARKS: DEMOLITION OF SINGLE STORY BRICK HOUSE
1 hereby certify that all information above is true and correct. That all work under this permit shall comply to all Town
ordinances, State and Federal laws pertaining thereto, whether specified or not, and in accordance with any plans
submitted or required to be submitted regulating building codes and building construction in the Town of Topsail Beach,
NC. I further agree to remove all construction debris from the site when completed. And that I am the owner or
authorized by the owner to do the work described in this permit.
Permit shall be void if construction authorized by permit shall not have been commenced within six(6) months after the
date of issuance thereof, or if after commencement of construction, the work shall be discontinued for a period of
twelve (12) months, work shall not be resumed until permit has been renewed
All final inspections are mandatory before occupancy. All work shall be performed by a licensed contractor in this
state. It is unlawful and illegal to occupy any building before final inspection and a certification of occupany has been
issued. All fees are non-refundable after 60 days.
f
� j j
A .� f.:e,7 _� / ..{o �,., vim+ .✓ . �I
(SIGNATURE OF CONTRACTOR/OWNER) 1 (DATE)
j / ter' y I e ,f)
/ (ISSUED BY) �' (DATE) R CEIVED
I;iiti n 7

TOWN OF TOPSAL BEACH
820 S ANDERSON BLVD
HOLLY RIDGE, NC 28445
[phone]
TOWN OF TOPSAIL BEACH
820 S ANDERSON BLVD SALE
HOLLY RIDGE, NC 28445
[phone] MID: 0530 Store: 4053 Term::0328
REF#: 00000003
SALE Batch #: 005 RRN: 915113202665
05/31/19 09:08:23
MID: 0530 Store: 4053 Term 0328 CRII
REF#: 00000001 Trans ID: 389151473032695
Batch #: 005 RRN: 915112202577 CODE 04698D
05/31/19 VISA Manual CNP
08:57:08 VISA***********2890 **/""
Trans ID: 389151466281053 CVC iJ
APPR CODE: 01256D AMOUNT $105.00
VISA Manual CNP I Q/tb
""1"" APPROVED
AMOUNT $30.00 THANK YOU
FiCcdAPPROVED r~r4r n CUSTOMER COPY
THANK YOU
CUSTOMER COPY
•
RECEIVED
lu s, 0 7 'ij1(j

imap://imap-mail.outlook.com:993/fetch>UID>/INBOX>5730?h
From: Pat Weyher <[e-mail]>
Date: 6/4/2019, 6:17 PM
To: Frank Gavigan <[e-mail]>
I, Patsy R. Weyher, at 216 Bridgers Avenue, Topsail Beacn, N. C. give Frank Gavigan permission to apply for a
septic tank permit for Pender County.
Patsy R. Weyher
RECEIVED
JUN 0 7 2019
DCM WILMINGTON, NC
RECEIVED

Ii11. 11:::IN NC Division of Coastal Management $2 4 5 A B
Cashier's Official Receipt CM
Date: l 201
Received From: 1 L M L 6-ovJir $ I de /'
Permit No.: D Check No.: 7
Applicant's Name: 1' YN t k County:
/i/vp
Project Address: i3i,, e),QA5V Y
I tfA-Q* WI, ,
Please retain receipt for your records as proof of payment for permit issued.
Signature of Agent or Applicant: Date:
Signature of Field Representative: Date:

Date Date Check From Name of Vendor Check Check Permit Rct.
Received Deposited Permit Holder Number amount Number/Comments
6/11/2019 Francis Xavier Patsy Weyer Bank of 1231 $100.00 minor fee, 216 Bridgers Ave, JD rct.
Gavigan Jr America Topsail Beach PnCo 8245