PN_20-19_ Patterson

Issued by WiRO PN20-19
Pender County Permit Number
CAMA
MINOR DEVELOPMENT
*. fiat
PERMIT
NORTH CAROLINA
as authorized by the State of North Carolina, Department of Environmental Quality 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 Jay and Charlotte Patterson authorizing development in the'Estuarine Shoreline (AECs) at 1260 Mallard
Bay Road, in Hampstead, Pender County as requested in the permittee's application, dated September 27, 2020 and
received by DCM on September 28, 2020. This permit, issued on October 20, 2020, is subject to compliance with the
application and drawing dated and received by DCM on September 28, 2020 (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: Construction of a residential dwelling to include clearing/grading and site prep.
(1) All proposed development and associated construction must be done in accordance with the permitted site drawing,
received by DCM on July 6, 2020.
(2) All construction shall 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, and/or land use activities will require re-evaluation and
modification of this permit.
(4) 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)
This permit action may be appealed by the permittee or other qualified persons '"1/(
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 AMA LOCAL PERMIT OFFICIAL
this permit,require further written permit approval.All work must cease when this
permit expires on: 127 Cardinal Drive Extension
Wilmington, NC 28405-3845
December 31,2023
In issuing this permit it is agreed that this project is consistent with 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 PERMITTEE
Management.
(Signature required if conditions above apply to permit)

Name: Jay and Charlotte Patterson
Minor Permit# PN20-19
Date: October 20, 2020
Page 2 of 2
(5) This permit does not authorize the excavation or filling of any wetlands or open water area(s).
(6) 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.
(7) Any proposed for grading within the 30' Coastal Shoreline buffer (as measured from the Normal High Water level)
must be contoured to prevent additional stormwater runoff to the adjacent marsh and/or canal. This area shall be
immediately vegetated and stabilized and must remain in a vegetated state.
(8) 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.
(9) 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.
(10)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.
(11)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.
(12)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: DATE:
PERM ITTEE

,....,, • ROY COOPER
" . t
topMICHAEL S. REGAN
BRAXTON DAVIS
October 27, 2020
Jay& Charlotte Patterson
109 Middle Point Road
Hampstead, NC 28443
Dear Mr. & Mrs. Patterson,
Attached is CAMA Minor Development Permit PN 20-19 for work to be done at 1260 Mallard Bay Road,
Hampstead in Pender County. An electronic copy has been sent to the Pender County Inspections
Department.
To validate this permit, please sign both copies as indicated for our records. Retain the orange copy for
your files, and return the white copy to us within 20 days 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.
Sincerely,
s � �i J
ti "
Anita M. Webb
Permit Support Technician
N.C. Division of Coastal Management
Enclosures
Cc: WiRO files
PN Inspection Dept.
State of North Carolina 1 Environmental Quality Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405
919 796 7215

Locality a'm 'n' Permit Number ��
r( �L
. Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For official use only) RECEIVED
GENERAL INFORMATION
S E P 2 8 2020
LAND OWNER-MAILING ADDRESS
a _ Jai ! CharlD r Pd//ciSD/) DCM WILMINGTON, NC
Name
Address l 0� /n OW(( 'C'J!' p
City,l7_0 s r _ .__.___ State A/C Zip�yj I hone 9/D d 7"2L7O
Email JJ I / d t f /-
AUTHORIZED AGENT
Name
Address
City State Zip Phone
Email
LOCATION OF PROJECT:(Address,street name and/or directions to site;name of the adjacent waterbody.)
/Z(pD md/ldr'' I3a y Rd- f�ymrskad A/( i 'fJ — fa ke CCunkrY ('lulu
e ofl ma11and ha y 190 /0 die rid - emptylof on Ri i
DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) A/W (.PPJ 1urr'U?
of d H0117(
SIZE OF LOT/PARCEL: square feet : Y3 acres
PROPOSED USE: Residential y'C (Single-family al Multi-family ❑ ) Commercialllndustrial [] Other [�
COMPLETE EITHER(I)OR(2)BELOW(Cottlact your Local Perini!Officer if you are not sure which 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:1)05U square feet(includes the area of the foundation of all buildings,driveways,covered decks,
concrete or masonry patios,etc, that arc within the applicable AEC.Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State
Stormwater Management Permit issued by the NC Division of Energy,Mineral and Land Resources(DEMLR)?
YES NO
If yes,list the total built upon area/impervious surface allowed for your lot or parcel: square feet.

-NOTES- LEGEND DRti�Rwn
1. Tlis plot plan Is d an
existing parcel d tend. SIR.1,2'Set Iron Rod
^9 EIR-Existing Iron Rod
2. Siib act to restrictive \ EIP-Existing Iron Pipe sULLARD DM
covenants,easen)eris of ♦ 0-Disturbed
record,Zoning ordnance.S N. CP-Calculated Paint
iti4ii underground util$ce,d any: •♦ RPN fight Of Way
3. No Isle search by surveyor �`• ` MBL Minimum Bolding Line
01, S[TE41)
4. References;MB 18.PG 12 •♦`
DB xsoe,Pg 63 `♦ `0i, VICINITY MAP: NTS
5. Flood Zone•AE 8.19(Effective) P 35.
C.
N7
Flood Zone-AE 12/13;VE 14(Preliminary) 0' \
Community Panel 6370344 4213 J RECEIVED
6. ZO,e-RP•Pander Count
Setbacks:
Front•30Side• \*.
Rear-2 SEP 2 8 202(
flea!.25'7.Area by coordinate method 8.Wetlands atrown marked by share �9. Tempdrmy BeMTdtmml(:na I ,0 o /; lis DCM WILMINGTON, NC
S wood post.t at 9'elevation� `� 4 * ' \10.Septic shown stated from ,'horn perms•182657 0•dated 10-27.2016 .v' .' \ MIDDLE CREEK
9JGEORGE G. ROBERTSON p [P 4 \DB 1041, PG69 \gamR , \142 � �°' StemsS� Pii • E. lrk,,a111 \EIP per.• �� r \ „0 A Exmtw BOCK TO
f �� .\ �\
ID .', dip `T� . +°A N_
y
`Z 1
EI E 1, .�' • \
�•' ',6y9 4. �'
'�4 oLal),''.-EI � ".� LOT 4 �\ PROPOSEDEM £AD
14,
p� A °'a4q� 10.51 ACRES 1•i ' Faw 4a vEnxms
1 4:;,\ ,..rpgr. -,.. „._ 1,\ \
/ 'I. ur'EIPD «-9- 1 ,. � J 1
SEE NOTE 9
I ./^J ;• 1
11 Q� I g 1
f
ElPr1es, l JO$HUA D. PATTERSON 1 1 L g.24.
i DB 4621, PG 2443 SI* . N.73.--
y I• IMPERVIOUS CALCULATIONS
4k....f
f? LOT AREACUp to DuUAM6 1
ab-17,107 SF(0.39 AC) 1 \
EIP PROPOSED RESIDENCE -3,102 SF
PROPOSED CONCRETE DRIVE-1,085}Si' 1
1
TOTAL IMPERVIOUS COVERAGE-4.197 SF(24.5Z) 1
t
PORTION OF PROPERTY WITHIN 75'AEC-9.600 Si' I
1
TOT#.IMPERVIOUS COVERAGE-L921 SF CI C7•) 1
NORTH CAROLS rVITHIN 75'AEC SETBACK) I
M
PANDER COUNTY I
I
I,WESTON LYALL,PROFESSIONAL LAND SURVEYOR
NUMBER L•4438,CERTIFY THAT THIS PLOT PLAN WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL OPS
SURVEY MADE UNDER MY SUPERVISION FROM (DEED 40 20 0 40 20
BOOK 2506,PAGE 63)AND THE FOLLOWING i
INFORMATION WAS USED TO PERFORM THE SURVEY:
CLASS OF SURVEY:II;POSITIONAL ACCURACY:500 RMS; GRAPHIC SCALI-,
TYPE OF GPS FIELD PROCEDURE:VRSRTKGPS;DATUM:
NAD83'200T,NAVOSS;GEIOD MODEL:GEOID 03; PRELIMINARY PLOT PLAN FOR
COMBINED GRID FACTOR:0.9999871;UNITS:US CHARLOTTE PATTERSON
SURVEY FEET;THIS IS A SURVEY OF AN EXISTING
PARCEL OR PARCELS OF LAND AN 1Q1MSIBIAT CREATE LOT 4.SECTION 0,MALLARD RAY
A NEW STREET OR CHANGE AN UREA % 1260 MALLARD RAY ROAD
1 �1`a_1-slE4,S) 41 HAMPSTIAD,NC _ _
'7/ f'fl' G, -v TOPSAIL TOWNSHIP, FENDER COUNTY "'�t1NE 2B,2020
�' Ste.. _ SCALE!I.
.40' MARCH 8,2017
L Lr (`4d3$ _
�= WESTON LYALL, PE, PLS, PLLC
Ammo TALL 14-0 `p,,,._U.• vv', 214 IINWE ET 1/N SUITE 1
MINISTRATION NUN== -+V N�`(Pt NALLY ISOOd.MC 26443
'')+'+n,l,s.... PHONE,S1O.32*.1O81 /11N/LICENSE 4r►42237
STRUCTURAL&CM.ENGINEERING A LAND SURVEYING

OTHER PERMITS MAY 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 Air Conditioning, insulation and Energy
Certification,Sand Dune,Sediment Control, Subdivision Approval,Mobile home Park Approval,Highwa'yton►nectiTvon and
others.Check with your Local Permit Officer for more information. SEP 2 $ 2020
STATEMENT OF OWNERSHIP:
i,the undersigned,an applicant for a CAMA minor development permit,being either the owner of IxAftyielift teaTI, NC
person authorized to act as an agent for purposes of applying for a CAMA minor development permit,certify that the person
listed as landowner on this application has a significant interest in the real property described therein. This interest can be
described as:(check one) ,,/
�l an owner or record title,Title is vested in name of Pd/f C'5T Ja fdt vd Irq of a/
see Deed Book f 47 Z l page /.30tp in the 'co 6YC/ County Registry of Deeds.
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.
NOTIFICATION OF ADJACENT RIPARIAN PROPERTY OWNERS:
I furthermore certify that the following persons arc 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)
(I) Joshua Pa/k,''rvh /25y /ria//art 6Av Rd /JJMpfkid NC ZS'ly�
(2) Gco r ..�obuIv? 5?/2f4a!larO' g i2 l4 m sirs/ Ali 28 f93
(3)
� p
(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.
t 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 2 1 day of i ,202 V
CA/14A4A2Aki Iteatte CCIUZLI
Landowner or person authorized to act as his/her age or put ose of filing a CAMA permit application
This application includes:general information(this form),a site drawing as described on the back of dris application, the
ownership statement, the Ocean Hazard ARC Notice where necessary, a check for$100.00 Horde payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sornres 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 an AFC without permit is subject to civil, criminal and administrative action.

12:12 METAL ROOF R 1:9/28/2020 O p g t fff N
qN a �W
FRONT ELEVATION ur,,,
5 > D ��
ti � FF�
d�-. jWN�41 J W
SCALE:1/8'�7'-0' �'.+^r7,' m 11 o; y V U N Z.a =
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o �I I I I F I I I 1 — .+eFRST CEu,rD�),FLOM SYSTEM Q o w" W W F}Z Q V s 0.
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... ((_ �` G 1, �� .IRMI7T 1410-s �oTDRE T oZR CR i— IHESE PLANS Y OWNEPI JECt T ENT FIrsr FF TMBU ER�TpRGES PEaSCRETOF eeHI:ADER 'NEStWQa Q
tQ� a �3 a
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STSRSa RARING - i0 GENERAL NOTES: •
NOT SHOWNFOR ® ® ® ® ® ® yE14 iPRE01I' 1-ALL DIMENSIONS ARE TO BE VERIFIED BY OWNER/CONTRACTOR PRIOR
MARRY TO CONSTRUCTION.ADJUST HEIGHTS AND WIDTHS AS REQUIRED.
FLOODafArloN)2DN 2-THIS DESIGN IS SITE SPECIFIC.
0-ONLY USE MATERIALS BELOW FLOOD BFE THAT ARE EITHER TREATED OR
•
1+i+7 1 I+I+1+I I+I+I I'1+]'I r OW6UNTF FF'Iiii.il MOISTURE RESISTANT.
f l I I l l l l I 11 1 1 1 1 1 a-VERIFY WINDOW SIZES AND LOCATION BY OWNER/CONTRACTOR PRIOR
1 1 I 1 f I I I i11 1 I I I I I I AE9(EFFENBI TO CONSTRUCTION.
HEADER,
1 I I I I I I I I f 1 11 I r FL003'(ONE1 5-IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO SEE PLAN
1 1 I 1 1 1 I 1 1 1 I I I 1(1 I
—
CONFORM TO ALL STANDARDS OF THE NC BUILDING CODE.VERIFY ALL
AVG.GRADE(2TI1 DIMENSIONS PRIOR TO CONSTRUCTION. SIM- F--.'' '.... : •_
6-LUMBER IS SPECIFIED AS K2 SYP,AT 19%MOISTURE UNLESS NOTED STRAP(12 GA) / �.
OTHERWISE.LVL'S ARE DESIGNED WTI FD=2950 PSI AND E=2.0X10^6 WITH 18 D NALS.
1-
2 UNLESS NOTED OTHERWISE.ALL BEAMS SHALL HAVE A MINIMUM OF(2)
+i �,4 STUDS BELOW EACH END UNLESS NOTED OTHERWISE.CONTRACTOR SHALL SEE PUN FOR
ENSURE CONTINUOUS LOAD PATH TO FOUNDATION PILE/GIRDER.GIRDERS LOCATIONS OF FUL
SHALL BE DROPPED UNLESS NOTED OTHERWISE. HEIGHT RODS AND
12:12 METAL ROOF B-FIELOG ER ALNS BY L 5 EOPS'STAIRS. MST STRAPS. y■�,
IN SECOND CHUNG 9-ALL WALLS SHALL BE CONSTRUCTED WITH 2F4 STUDS(16.0.C.)UNLESS ■,
NOTED OTHERWISE. DOUBLE II ,
10-ALL HEADERS SMALL BE 2-2a10 IN 4'WALLS UNLESS SPECIFIED SHEATHING
sr HEADER OTHERWISE.HEADER HEIGHTS SHALL BE 6.8'UNLESS NOTED OTHERWISE. REQUIRED.
11-ALL CONCRETE SHALL BE 0.000 PSI AT 28 DAYS.
12-INSULATION SHALL MEET CURRENT CODE. HKi E%
JI a, 13-ROOF TRUSSES AND ROOF ANCHORAGE SHALL BE DESIGNED BY
tt 0:2 MEAL RCCF I I I TERO
OTHERS.PRE-FABRICATED ROOF TRUSSES SHALL BEM ON EXTERIOR FROM CONCRETE
WALLS AND HEADERS ONLY UNLESS NOTED. TRUSS DESIGNER EARL o TDP OFUTS % % ::;;
' 4r I `+ NOTIFY ENGINEER IMMEDIATELY IF ADDITIONAL INTERIOR LOAD BEARING L HEAOER.NUTS %%% %%
----
AECOU FF WALLS/FOUNDATION IS REQUIRED. o WASHERS ��I-
14-PILE FOUNDATION DESIGN IS BASED ON AN OPEN GROUND FLOOR WITH N SASH RS
)!'FLOOR evSTEM OUTDEDP OF TiHEE
/ MAIM
CELWG—T NO ENCLOSURES.
15•ALL POINT LOADS AND COLUMNS SHALL BE CONTINUOUSLY BLOCKED TO NDTTDM ORS
FOUNDATION PLAN
F
44 H btR• A FOOTING BELOW AS PER THE AD THE TOP RF
PLANS ......
16-RECEIPT OF THESE BY CON TRACTOR AND ALL OTHERS THE VA HEADER
ACKNOWLEDGE THEY ACCEPT THISIS PLAN PLAN IN EVERY WAY TO BE CORRECT.
ANY DISPUTE OR CORRECTION MUST BE ADDRESSED PRIOR TO
m CONSTRUCTION.
11-NOTIFY ENGINEER IMMEDIATELY STRUCTURAL COMPONENTS OR
•
STRUCTURE
CHANGES
IF ueE eyoep4THESE PLANS. MHOS C
P i
E NOT TAKEN
TION FOR THIS
SIETE HEADERSTEN DESIGN.CON CTOR S R VERIFY
TENTIAL HAZARDS PRIOR TO O RLIL�R REGULATIONS AND CONFIRM ANY N.
` 2'2."
ii
CI
STAWSARAILING �L'I�III;,�
® ® ® NOTSHOWN
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0CA Ne RIGHT ELEVATION C!� J
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12:12 METAL ROOF RI:9/21312020 O t 6 L .
I 4:12 METAL ROOF 4:12 METAL ROOF 4:12 METAL ROOF p a C Z a Z U, O
REAR ELEVATION AAaffµBff`I,ErgrrFr4rgJLW� o�N viupi 2 w.
[ , SCALE:1!B' 1'-0' NOEp FOR A�� ,y�/_A•i+ 6,63 O U U L L7 _j a z O ? ai
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pITIONPL CHP pT THE pPLS PLLC. vl ��`.`, Z a p c� O Z N(7 N p a N f W
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•
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FLOOR SYSTEM y rc >3 a w y~g LL J
H- --- - . IES
CEILING jN°wzo w W Z Q U Q U' ..D-
_ _ - .ate 102245 DETAIL NO.1-TYPICAL PILE CONNECTION m'a N W F X O w U U
-= - 4� - NOT TO SCALE IwQg J OQZ
NNO,U2 Z1YO Z Wm0 LL1n 0
m¢� Q2
a� B �Z'aazQ N�Q> O m�ug °5¢
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— _ = ero'READER 4'STRAPGIR ER CONNECTING BAND—4 4" , N Z Z N W}J > ~ W lG
OPDERTOPLE.PER 81 U' =a a Sr N J
DETAIL NO.2.ON OUTSIDE -U U Q /-3 a. W
FACE OF JOINT.STRAPMAT BE 8%8 PILE
— - _ PARTED WHEN LESS THAN CD
SOS OF PILE AREA IS NOTCHED
— - DETAIL NO.4-TYPIC•L PORCH POST CONNECTION
L. — STAIRS B RAILING yr141PIE0I2- DETAIL NO.2-GALVANIZED STEEL SCALE:NT$
_ _ NOT SHOWN FOR FLOOD ZONE STRAPS,
- — GTpNI LSM'DIA.K 1R
CLARITY LO
y;THICKNESS.1B'LENGTH.2'AND 4' STEEL Bars
I I I I I I I l I l I I I I L 1 1 f 1 I I I 1 1 1 1 1 1 I I I I L I I I I GATiGRUPPliTi:2l WIDTHS SPECIFIED DECK POST
I I 1 1 I I I I I I I I I I I I l l l 1 I 1 I I I I I I 11 7 I l l 11 1 I I I I I NOT TO SCALE
I 1 1 I ( I 1 i I 1 I 1 I 1 I 1 I L 1 1 1 I 1,I 1 1 I I I 11 1 I I f 1 I I 1 I AFB(FFFECTNE I. DECKING ill m
IIIIIIIIIIIIIIIIIIIIILIIIIIIIJ IIIIIII III II IIII IIIIIII III]IIIIIII II IIII II IIIIII I111111111III noon LOIE1 36'
1 I I I J I I / I I 11 I I I L J J I I I I I I I I I I I I I 1 I I I I l I 1 I I I 1 1 I TYPICAL STRAP BOLT
AVG GRADE(0.21 - PATTERN S s OTp PCaJNECTING BAUD
GIRDER TO PILE,VIA.
DECN RAND K 4'X I I LONG GALV.
.S STEEL ONE STRAP.
OUTSIDE FACE OF JOINT.
NOTE:OTHER BOLT PATTERNS ARE ACCEPTABLE e'KS'PT OR S'K6'PT
41— 712 PROVIDED THE BOLT HOLE PATTERN ODS.T DECK POST OR B'Xe'PTIIII VARY MORE THAN FaaM THAT SHOWN PRE FROM BELOW. SEE DETAIL NO.2
12:12 METAL ROOF DETAIL NO. -TYPICAL FOUNDATION DETAIL NO.5-TYPICAL
CORNER CONNECTIONS BUTT JOINT CONNECTION
' SECOND CEILING NOT TO SCALE SCALE:NTS
TOP VIEW FLL fi NB'ALDN.KIO
4'HEADER 4'STRAPS PER GV.STEEL Bars B
II DETAIL NO.2 JOINT •• l---eEAM
r smAn CONNECTING BAND
BFAM OR GIRDER TO PILE PER
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L I 1 Lss THWSD Y.OFRLE
GROUND BKe PILE AR.IS NOTCHED.
Dr FLOOR MT. SIDE BAND DETAIL NO.6-TYPICAL GALVANIZED
a SNOT CEILING--
INSIDE BAND CONNECTIONS
es HEADER INSIDE VIEW oRRUR NTS
SIDE BAND. sAND OF PILE OVERHEAD VIEW BAND/GIRDER INSIDE VIEW OF
NOTCHED INTO TO GIRDER CONNECTION GIRDER]BAND CONNECTION
1Y PILE ■,.III NOTCHED INMTTO HE
LOWER EDGF.OF LIMEY WDM. III m Nl11111111111111011111111111111 pl�
BAND AND PILE OALV(IIIIIIIIIIIIIIIIIIIIIIII 1111101111111111111111
.FLOORS FOUNDATION
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FLOOR SYSTEM GALV.BOLTS BOLTS BAND
- P j __
--• e'S' DER 4'STRAP PER F'TAIL 0'KB'PILE SIDE BAND NOTE:ALL GALVANIZED ANGLES TO BE
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—
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THROUGH EACH FLANGE
$TAILS{RA RING — — v
NOTu SHOWN OR _- OE141PREOSr
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• LOGTIDNI l
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i HEADER s4 PT HEADER z J s,-.1 ED$' a 3 1
PORCH
ACMES AT d J QLD o w
D fAWBDDve7 (n > KWv UaG Z
L COVERED PORCH L J c1 zzO LL z 2
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s. MN.2.1.11101 LVL MIN.2..TSR�LVL MN24.413e MIN.2.1)5.25.LVL MiN2I PS.25 LVL MDR.M.•' HOR HT. J
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= STUDS BELOW EACH STUDS BELOW EACHr MN.sa4 STUDS "nOSBELGW EACH STWSBFIOW EAGN I WINDOW O BENCHOOWWN J W
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6 -1DINING of BEAN
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li
vvrIll INT RIOR BEARING INTERIOR BEARING 1 N J, i BEDROOM BEDROOM g N Q
b WALLATSTAI E = - III
dplly �' KITCHEN WALL AT ELEVATOR SHALL ALSO BE O '7 #3 mg a
1 DOWN TO o SHALL ALSO BE SINGLE DOUBLE PLY o $ 3=
ORApE 1 PLY SHEARWALL 42
LEVEL 2-2x10 PT //` SHEARWALL F
HEADER _ - -8.—FIamE O O / T w COMMON � ' Pt,o H
II $ //'og
II . Y \R /ICLETI / a50' oz� z LJ / `I ,_ z w m' O xSts OTL I 4$to Im 3068 CODE I I ¢W Z�(S U O rA
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rc O m p a
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ATTIC (OPEN TO §z"L H° 1(n K
-- -_ 1• 1 STORAGE BELOW) W 4 04 0�0
ti =_R t p'26BB nee /saM nee I 000 y m;y vJ~It,
4 MASTER WALK IN 96'—I 1--5'S' o b mp O w uu Q W W Z
aaTH aOS� 10$ 10,4? SECOND FLOOR PLAN s2m m xr
wEN - I COVERED PORCH 0 4 SCALE:1/8'=1•-0' a-i w p w ~W F
2-2x10 PT HEADER 2-2x10 PT HEADER 2- 10 PT HEADE IY-0'CEILING HEIGHT F7777771 SINGLE PLY SHEARWALL §a o�a§0 Z1,w T-g
2111. -Q i-F DOUBLE.PLY SHEARWALL N Z VI L�Q Q�L}4
^—r CONTINUOUS 621'-0• Dino "HEAR WALL 6>E PNYAL FN WITH FACE GRAIN EITHER PARALLEL w Q<=QW CO j Z
4-1.'5918 LVL HEADER BEAM MADE CONDITIONED SQUARE FOOTAGE PERPENDICULAR To STUDS.
M � i p s g O rj
FOR ROOF TRUSS BEARING. fR'a - SWM BE Tr TM M U 31< =JJ
ENSURE A MIN.3-2Ba STUDS SPACINGNML SL er A I_r ON OEN ILE ALONG VERTICAL WOES w > m C1.
BELOW EACH END OF BEAM GROUND FLOOR GAMEROOM 6 ENTRY:1,310 SF OT PANEL..tr A,T SPACING INTERMEDIATE
vER11CAL FRAM.DOWLE_ 2 w w 3
OF N
ee FIRST FLOOR 1.810 SF JOISTSAND E TOP HATES.DOUBLE BOTTOM O
it
rri
6 r6 TOTAL DCONDRKONED:4.111 SF s MMON NMu W I ND 10 GGERE GIRDERS 0 s L1 SE AR CENTSATON orrts Aw O IOU F a a
jN•"I�I,I STAGGERED
SHALL OVERLAP GIRDERS THEIR FULL DEPTH
MASTER n GARAGE:580 SF SMOCKING SHALL BE REOuwcO AT ALL LONrs.
BEDROOM
FIRST FLOOR COVERED PORCHE5:11885F TIFLO.TRUSS WALL AMR WITH INTERCR WEARWAUS.TOP AND
5 SECOND FLOOR ATTIC:1.OM SF ANCHORAGE NW,BE BOTTOM PLATES SHALL BE SEDURED TO TRUSS USING 2.130 KARS AT 4'
R 1:9/28,2020
INSTALLED THE ENTIRE STEARIN,.LENT.TA
i TOTAL FOUNDATION FOOTPRINT:3.056 SF 21
ENAMk ^M PAIL st4T EACi uH IO FLOOR I RUSSEC SHALL
F—]'CLEAR—I Q 0,00.HW�RS AT INTERIOR wood HE0n�LwCAFS000 SHALL
a ,\\\\Ef\flll//F!!•,'
• A WI -z.to wires PLYWOOD uPPNu BEAM UOCUTS PLrwoaD TO 21 `AA'*y -rt�,i
.76' I 10' ,I 96' 10'�' 21 10'6' 2 I 21' � �UFOR 21 4O`-•` � • y9 i
�� STANDARD WINDOW SET OF1 5T .�Sp�g�1,0,�NMS� Q. 1 •.
C 4 AND DOOM NOTATION NI51S AFIN 02420 G�$1 1054S 0
FIRST FLOOR PLAN OPONTLOADBEARINGLOCAIIONWRHMN. 7030'3:7TALL g Nee�E�u T F 'v``
3 6TUD5 BELOW BEAM UNLESS NOTED 3'0•TALL O TN g IB BU EN �(FP B�
SCALE:1/B'>•1'-0' OTHERWISE.ENSURE CONTINUOUS 2868:21.WIDE TN GILDER. pRGEB oISDREI'a'� ,',y,`S E".'�•"'•'�'j{v6�,
8'-0'CEIIJNO HEIGHT BLOCKING TO FOUNDATION BS•TALL pOpIT1ON�1ES pt 1> 0.g,PLl T A„EA1 ON t-`L1'
MS SHOWN ARE FIRST LOCATED N THE— INTERIOR BEARING WALL Nd WESTON LY ALL. �, N IE Fil ofl\1
FLOOR m
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21' a 4'--6' - 21'
Ri:9/28/2020 01� yy ID
STANDARD WINDOW W g E Z a z U O
AND DOOR NOTATION QQQ µwI
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3'0'TALL `�t,I C.4/}OA'i„ 22 Y l!N U jUOIN'k U' W
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FIRST FIR 6 68'TALL `,`_: $ • �/.. H.(U U g Z E J W M O . ,
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INTO s = O- d ♦Y u J 2- O z
PLUS REVISION 'ly' W>f O O P H Z 3= p E W N
_} FINK.`•'ET OFSTRLLCTION pRLG F,{�� K O K m FZA 2 �1 S IL iY O.'
T Sale IN GIRDER 1.� late PTOM091 tr ',bid ETOMDER LI 2.LIe ET oleOER b 2...PT WAVER y'* ram AT OMERla-2-L10 PT GIRDER HIS ISP PRp CDN EBTIONSRE CTORI .UI�• Z 0i(} O a V' E'jpd N
ITrING f+W CONTRP ,+,�•' �I y�LL ail
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e' q 8,9" I 8,-5" I r$ I 8'$ I 8'e• 8' •toe, OWNED sUBAECT TD NT ,]\-S TON
,1P,.•` I�y H Z U' Q N�LyyUU 1' W N
6 GWO PT DECK IRDER WITH BAND,
CO CONNECT
CT SPACED ��M)>>RCN GALVANIZED ANGLE BAND TO ,P,+ 5 TM ILpER.CT s PED E1 ]+/f t i k t`'` F>C ` D: 0 a a
ll11F3333 '��IIDDISIS COVERED CONNECT DECK GIRDER TO HOUSE 3$ f9 I.0osSI T THE p O Z St" O U U
16'OC ANDTWOROWS OF IBD RING I Ts GGT :ORCH SHALL BE 4A4R1/4'-6'LONG.WITH Zd+B' b ADO RLV RPTEBP PE•pS'�' Oz�> WyT/2Qu J
L n SHANK NAILS SPACED 16'OC.FLASH MOVE) BOLTS THROUGH EACH FLANGE, L F. HW WESTON LYNA- D: m W W S O J W eB
AND CAULK.TYPICAL ALL DECKS. REFER TO DETAIL 8,SHEET 2.TYP.AT Siel y W W yFy z < Z O s-c
ff A DECKS/PORCHES. / N m O g j O Z /.g�F U > W U 5 O »
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--- ;O PrtCN BREW .2011116121. _ _ 4:12 ROOF TRUSSES BY
ywo ui 14;12 OTHERS UNLESS NOTED
RQf g U 1 BEARING RIDGE OTHERWISE
I _ b WALL SMALL ALSO 2aeTSAT A _
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A SHEARWALL R Z IABDVEI 12'12I AND SHINGLES PER CODE
q it
o . i
,a}ta+o Pr GIRDER / .2'2' /INTERIOR
MS 14'.6' —6'-5' ` PITCH BREAK 2Nc°umoFED
k30 RISERS AT Tr. r tBee �TAGONAI RISERS AT ABS•4 TREADS
e.)e'TREADS r • II , 'l(( SECON)FF 11
.. UNCOVERED ,\ aI A? II `i 4:12i y�'c .2"TOPPATE
4 MECH. ELEV. oa Y
PATIO 5'0"x5'0" ,:., ���...IFryF2� p Y 11 IL1 t212.10 AT NEMER
LL J II M.hA EKrERKM
• ---- 306e 3068 �I 3 iII 12:12 12:12 e.e wRCN ruu WALL wRH
3'-10• ---8'-8•--1 i 5- 1 I I' W ROOF SHALL BE EGSMA.ALAN-. "Wo.w mrwAL
_ II GARAGE w_ ii
0 I CONSTRUCTED WITH SHEAcoos COVERED°
]D MM.2-1.RW/I LVI a PER
IbusowRAve ,st RIMR
l 3"_.FJVET B„ps' Nam,,. (FF�•-0') el 111 PRE-MANUFACTURED w slEAC ALLOE cONHAfE
r RISERS AT -- 4 EACH ENDa BEAN §-g I$II ,'COVERED 2/i_ ROOF TRUSSES BY oERcoDE SPACE
P.
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0
E"s�I PORCH OTHERS,AND BEAR ON STRAPS PER F COVERED PORCH WITS
ENTRY w - r---y1F R-EP>:RT i --� (ABOVE) EXTERIOR WALLS/ DETAL2� HANDRARS PER CODE SUSFLOOR
Wm I4iurcona.nAM I hs Pr `kl METALROOFHEADERS ONLY. \\1� PUN PON PORCH JOISTS DOR r..."e.
8oPPAE
I 11 BUNLESS pT PECK: ,
.+"•.•\•' WALL siWSi so i -I11p �NL= = :. 20IST r b OTHERWISE NOTED Pl lean GIRDER,nP A /
BE DOUBLE 0.Y ww�y NE OF TOLL BEM WALL AeT�'E.TRRIOR N,IS LVLHEADER te'O.. L'. uI FRONTAP SEE PLAN
9HEARWALL SP IEEAM MSTALL BELOW 1ST FLNIELLBRRE WALL ENSURE MN. (AEONS) a FOR
10 STORAGE / 1 sz..sTuos I, I SEAM 74
-
ig / ;'° ORCX p54 ROOF ELEVATION
1 5'ri I e•o.c.IAeovE1 I
1"-'S'.8 .to AT GIRDER y SCALE:1/16"o1LO" m
aaeo OVERIEAD OAMGE - T.,' IEA-G3AAA3E- �d
N RISERS DOOR AV 2-h10 HDRa DOOR WI b410 NOR.e SEE PLAN . PARSING,,�
ATlr:r e-EN STUDS BELOW 3-2N STLAS BELOW
` 2 to 1REA03 EACH EMO SAUL ENO EDGE OF ROOF/HIP/RIDGE ...CONCRETE\ ; L SECOND FLOOR WALLS/HEADERS BELOW SUB
10'-0' "r-' ENSURE MIN.ear FAL p FIRST FLOOR WALLS/HEADERS BELOW
g RElcnr rNREADeD Roos IN i _ REFER TO Z
3 WALL SEGMENTS AT FOUNDATION PLAN
Y G PARKING GARAGE,L.P.REFER TO . 13
2 GAMGE END WALL DETAIL fiP mw BAY 4� 26,1 DNS„EEr, TO
GROUND FLOOR PLAN I cRADECATI
h K (FF-4'-0•) b u= e5 nRsTSCALE:1/8'=1'-0' �F EaNCA
4 8 `"15��i;W - S 12'-0'CEILING HEIGHT(GARAGE) Q
F $cf i T l l 4 8'-0"CEILING HEIGHT(ENTRY/GAMEROOM) 0 �+ CLB .W
-TILL BEAMS SHOWN ARE LOCATED IN THE �s
L CEe.ING OF FIRST FLOOR O g TYPICAL WALL SECTION
lots ]oA{ 0 POINT LOADAIEARING LOCATION WITH MIN. b- SCALE NTS
I 3 STUDS BELOW BEAM UNLESS NOTED S
'�'$` 10 .1-6 OTHERWISE.ENDURE CONTINUOUS \ Cr)�n U.
21' I 21' 7-^4,_�j, BLOCKING TO FOUNDATION IT1 m a'
• 47 — NTERIOR REARING WALL ' ^-10 -
s `m'
0
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AF1 STRUC SREO/R�G , 0n > Q J•y J Y I
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re, irr�:uii i�rriiir iii i i.,,,,,iiiiiii n iiii i,,hill,,in,,,,,iiii,,,,,iiiiiii»ii,,,,, ,,,,,,i,,,,,,>iiriii/�— F g C O o m rt O�Q S Q- O ux J?W g W 5 w W
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r 4.CONCRETE SLAB OVER' I CAPACITY LEGEND A S ()p L`(�' mz 0 QF;w e_
P. OS VAPOR RETARDER,OVER I I 10 8'XB'PT PILES 3'DEEP WI YRIF t,i t„A'A �� MI .. M *€1 L DL N u 6.
COMPACTED STRUCTURAL O ( I■ FOOTING PER DETAIL 0 ON O _ W UQU
WELDED WIRE MESH OR THIS SHEET OyRZmw �ySOw J W
%' FIBERS PER CODE. — (2) I]8'XB'PT PILES 3'DEEP W/ N LL W W W F-Z Q (�a' N 1
/ C 42 B' THIS SHEET NG PER DETAL90N ZZa NO W mp �F J O°Z ^Qa' l`�
II
8 Li
E%1ERICO GRADE x.e SrUu WKL IOC SING TO DETAIL FOR WALL. N << N Z F.
W O O
r 2 r �L1 \ NGETAILI WRAPAw � if:,
Q o ° z —
O O 1 R Du/ELENrs Wp 7�O O F O
Sfi Sd ETaVERAE CHED IENPER CODE WALL COVERED
INA FLA 0 Q zU (n a Q
IR a 70'WIDSxOUS DEEP % E4� „RR,ERR..RND �I Ai,HOUSE WRAP a INLSHEG =i L�Vx W t' �f,l p.' � °°
CREINF REINFORCED
GRADE BEAM. ep ....eE AT.ACHEO TO FLAswN-PLR CODE Sg�JW w>- > ICJ `y �Z
REINFORCED WITH AL RS / ICUOLE PLATE wRN > F O S Z O
�$Q� y N F-x0 0
REBAR LONGITUDINALLY. / Tw0 ROWS OF Se NAlB = m W>'J
I B /'CONCRETE SUB OVER AT REAR WALL ONLY. SPACED AT S•O.C.. - 3•MIN.DROP F- Q S<D- ,AN-. LL LL Ly
/ STAGGERED.TYPICAL F I�
Rd VAPOR RETARDER.OVER / I '' W
a COMPACTED STRUCTURAL , I I PRODDER
FLL.REINFORCE WITH / Fi I �O O
e. WELDED WIRE MESH OR % SUP.SLAB FOR
H FIBERS PER CODE. TO'WIDE F 17 DEEP O7 I 4 II LYw j1 ■II REFERENCE
T CONTINUOUS GRADE BEAM. So t r DEEP �. TES PER E000 DETAIL I FOR IGnW WALL
REINFORCED WITH 2 AS PERIMETER FOOTING ATE `��
to WlNuaus DEEP (1
_ EEO PT GIRDER CANT GRADE REBAR LONGITUDINALLY. SINGLE STACKED CNu OAu.
SEAM.REINFORCED TYPICAL UNLESS NOTED / REINFORCE FOOTING WWII II I
wIT&(2).REBAR OTHERWISE % (xIC REIUR COMNUOOS
E m I LONGITUDINALLY,AT / O / I II LONGITIO+NLLv Z
m JOISTS AT INTERIOR BEARING % B-B
A 6'O.C. WALLS.REFER TO B� /I I
(AI_E) ' W DETAIL" L J Zf SP'WIO&1T DEEP HF
x-M PT GIRDER L —= 1= SINGS D FOOTING
WEN ---` �I
T �iiii�,.ii iiii�ii ri/r Ew REHAB
FOOTING WIN OUN „ .-GARAGE SLAP:REFER r XER''X
4- 1�,.$—J iI F ORCE FOOTI NWIN ODRNEwAY Sv
L� / Sd I ,%r ———1 i LwcI*uL»uuY 2FOUNDATION SECTION 1111
f FOUREPIFORNDATION PLAN oTNEns
e r
a I I I O FOUNDATION SECTION
IJ/ .CONCRETE$LAB OVER I/ SCA E:Ns
I$L--- /L---- --5 i� VAPOR RETARDER.i I;I 19 �I
.��—— / rAST 1FDL8{IC.— FILL REINFORCE WRN -
— FOOTING WITH 3i6 WELDED WIRE MESH OR /I .41,.
II—x'WXE.tr DEEP REBAREACN 4 FIBERS PER CODE % REFER TO DETAIL,FOR WALL. 1 REFERENCE DETAIL I
GONTNUOUS GRADE 7 I DI4CETON.IYP.AT O I I SHEATHING,NOUSE WRAP AND r FOR FOOTING sue I
BEAM.REINFORCED GARAGE POINTLW 5 LASHING REQUIREMENTS L-1'-0• AND REINFORCING 1/4,-1
WITH( FiE'BAR I I I=KINS.ATNs I- /
LO,GRR 0CELR.AT POST.SECURE COL LIMN R. I.
''I I 0 ! 3'MIN.DROP O FOUNDATION SECTION FOUNDATION SEGTION
INTERIOR FARWALL TP I LOTNc0YOS I \ SCALE NTS ©FT.�C:�
REFER TO DETAIL T 1 3.$. IlSIMPSON CBES POST / 3•$. \ --GROUND FLR FF --GROUND FLR FF
Y L— 11'— ' T-11' �tl E T-0 ''T� �' _J PaRCN Fr 1` wFi,�ForoR FOLND,TaN CONCRETE
-1 r/ I� I�
RENFOILCENEM. BUB.SEE
S OPE ,� AOPE ; 17L D[:A BFLOW ,•GLEN GONG.COVER PLAN FOR
7 MI I GARAGE I IH�, GARAGE I L ■II SUPPORT BRICK eFIGK II EINFORCNG
I I O 1 �/� i
PER CODE L—J I i PER � �� VI TES PER CODE 1,1
_ All
/L 0 'J L) t
J I III GARAGEFF II 4 DWI .
FL - ® u 0— REFER iO DETAItFOtlial PoLTETIWIENE I 1 PORCHL FRAMING
NOT
lNV T —I r gm PREF ER TO ED6IG,X R VAPOR NOT TO SCALE
SANPoER
a'CONCRETE SLAB OVER -1�',�
Mg
VAPOR RTIED OVER FOUNDATION SECTION SECTION
COMPACTED STRUCTURAL 0 1� O7 FOUNDATION
FILL.REINFORCE WITH I I ©FOUNDATION SECTION 0 ;Nrs SCALE NOT TO SCALE
L WELDED WIRE MESH OR I I FLOSTROR DEADRAL LOADS: SOME:NB SOAPS.I.PT POSTWRN +RAW 10CR WAY
ry FLIERS PER CODE. FLOOR LOAD-20 PSF E.AS CMS POST REAM
POST
FLOOR LIVE LOAD-AO PSF BASE.SOOTDE CELLS • FILL
SLOPE I I INT.WALL DEAD LOAD-8 PSF fLLLV GROUTED AT POST _
GARAGEilli EXT.WALL DEAD LOAD-10 PSF RASE LOCATIONS RE Fi
ROOF LIVE LOAD-20 PSF 5 TJ- T2T
PER 0 FOUNDATION PLAN
ROOF DEAD LOAD-20 PSF v ��yy
Sa I I WIND-1b MPH ASCE 2-10 SCALE:LIB'=1'.O' PORCH FFNII W�
ASSUMED SBG 2.W0 PSF REFER TO FGUNOA mmv_,NO
f PLAN FOR K
J --- EDGE OF CONCRETE REINFORCING T�.� Zr s b
FOOTING-BELOW GRADE S LON up rV L-1ST-1
I-r •F DRA Q FOUNDATION*1
CANTII 21 21' ._ :. FOU NTs MIN.
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REFERENCE DETAIL L ... „ r MIN.
CIIU ARE AN
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Receipts for
Certified Mail
/ 2 2 oZ (Staple Here)
Date Jr�5R(/a I3HGf5017
Adjacent Propel U l l jra /3a 8 of
Mailing Jdress Ha m pS /_p� ivc z�y y
City,State,Zip Code / I� /
Dear Adjacent Property: heir('
This letter is to Inform you that I, J y Ch a rl°H !c eirl'Spfl have applied for a CAMA Minor
Property Owner �J
Permit on my property at 1Z�0 fil3 !d g V Alt in tbmpsIrdc , WC
Property Address City/Town
In 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 9/0 3 Q 7 o 7 4 ,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,County of Pender
NC DEQ/DCM
127 Cardinal Drive Ext.
/� Wilmington,NC 28405
Jog d cIc(,i�
Property Owner
/2&0 F'7a/1dra 63 Rj RECEIVED
Mailing Address / S E P 2 8 2020
W rn s Er old Z8C/?J
City,State,Zip Code DCM WILMINGTON, NC

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR CAMA MINOR PERMITS
I hereby certify that 1 own property adjacent to Jay } Chat+v fd/l e s0n 's
�/t // ,,/(NammJe of Property Owner)
property located at /259 /��d/l 1 u I3 1W // Tn J/rg1 / /W 2 yV)
y �
n�'^'h"^ Point
rron,` (Address, Lot, Block, Road,etc.)
on ,"`t cf U lX / l�cY�G , in Pender County, N.C.
(Waterbody)
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)
Signatur/Ofhl�o� PC0)
ifUS in
Print or Type Name
9/0 31g7- of o ,
Telephone Number
927z02/
Date
RECEIVED
SEP 2 8 2020
DCM WILMINGTON, NC

Receipts for
Certified Mail
(Staple Here)
g• 27. z02
bate G t
/17�. 0! P Rohef/'5o/7
Adj P opedy e
� `� ma,/d of 07 Rd
MailintPS/�d d Air Ey yj
City,State,Zip Code
Dear Adjacent Property:
jag ? a Oak f�f�f l5Oh
This letter is to inform you that I, have applied for a CAMA Minor
Property Owner �/ ,./
Permit on my property at I2 le° � a!!dr'd boil G U ,in l7 am Skd 1 NC
Property Address Cit/Town
in 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 7 02 7t _,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,County of Pender
NC DEQ/DCM
127 Cardinal Drive Ext.
Wilmington, NC 28405
Li' • PRIfusdrj
Property OW4ier
/ 200 11/1 a !(d I'd 131 RECEIVED
Mailing Address
Alamp5/0cf NC 18V 3 SEP 2 8 2020
City, State,Zip Code
DCM WILMINGTON, NC

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to a V j Cha,lbli[ Pc7! (soh .s
(Name of Property Owner)
property located at 125 frd l d C 2$"y
ry ,c/dlc Porn t (Address, Lot, Block, ad,etc.)
on ,in Pender County, N.C.
(Waterbody)
He/She 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.
(APRLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
ignatu
&Ayr - Q11 \:q,A
5 On
Print or Type Name
/0- � 70- 38' 5
Telephone Number
9-Z7-2020
Date
RECEIVED
SEP 2 8 2020
DCM WILMINGTON, NC

Healtb
PENDER COUNTY HEALTH DEPARTMENT
0 d ENVIRONMENTAL HEALTH DIVISION
; • -U ? 803 Walker Street,P.O. Box 1209
Li-- ' Burgaw,NC 28425
Phone [phone] FAX [phone]
rt T TT r T TTT www.pendercountync.gov
North Cardin.Pubic Hearth
Everywbue.Everyday.Everybody.
IMPROVEMENT PERMIT
Parcel PIN: 4213-35-5943-0000 Permit#: IP 16-345H
Application Date: 09/08/16
Applicant: Charlotte&Jay Patterson Owner: Charlotte&Jay Patterson
Address: 1260 Mallard Bay Rd. Address: 1260 Mallard Bay Rd.
Hampstead,NC 28443 Hampstead,NC 28443
Phone; 910-367-0270 Phone:
Property Desc.: Topsail Acres Lot 4 Lot Size(Acres):
Property Address: 1260 Mallard Bay RD. Facility Type: Single Family Dwelling
Permit Type: Residential New Water Supply. Public
,INTIAL SYSTEM. REPAIR SYSTEM
Design Flow: 480 GPD System Type: Bed System Type: EXEMPT
No.of Bedrooms: 4 System Class: Dig System Class:
Site Classification:s Useable Soil Depth:48" Useable Soil Depth:
LTAR: 1.0 LTAR
Conditions:
RECEIVED
SEP 2 8 2020
DCM WILMINGTON, NC
IF GRAVITY FLOW CANNOT BE MAINTAINED.A PUMP SYSTEM WILL BE REQUIRED
Refer to the attached site plan for specific information regarding location of the designated area. Soil and site descriptions are
located on file at Pender County Environmental Health. There may be other types of systems which are applicable to this site.
The permit and evaluation are valid only for the site as designated on the attached site plan. A Construction Authorization must
be issued prior to the issuance of the Building Permit and before any construction or system installation can commence.
This permit is subject to revocation if the site plan,plat,or intended use changes or if the site is altered.Do not drive on or
otherwise disturb the designated soil area or this permit may be revoked.
ISSUED:Sept.22,2016 /v� EXPIRES:Sept.22,2021
�.. Registered Environmental Health Specialist

PENOE ' cOU1Ty HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH DIVISION
0 °Li 803 Walker Street,P.O.Box 1209
Burgaw,NC 28425
i Phone [phone] FAX [phone]
111111, 111/1 .I www.pendercount,ync.gov
Rath Cardkoa PubIc/4eatm
..14,4,...F v Cr.rr mi
WASTEWATER SYSTEM CONSTRUCTJON AUTHORIZATION
Parcel PIN. 4213-35-c94•1-00�1Mt Permit if: CA I6 L34SN
Application Date:10/27/16 Associated IP#: IP 16-345H
Applicant: Charlotte&Jay Patterson --��_— Owner. Charlotte&Jay Patterson
Address: 1260 Mallard Bay Rd. Address:1260 Mallard Bay Rd.
Hampstead,NC 28443 Hampstead,NC 28443
Phone: [phone] Phone:
Property Address: 1260 Mallard Ray RD. Lot Size(Acres):
Property Description: Topsail Acres Lot 4 Facility Type:Single Family Dwelling
Permit Type: Residential New Water Supply: Public
- __-_ -
INITIAI<SYSTE. ( REPAIR SYSTEM
Design Flow: 450 GPD System Type:Bed System Type:EXEMPT
No.of Bedrooms: 4 System Class:IIIR System Class:
Septic Tank:1000 GAL Nitrification:21'x 34S` Nitrification:
1 Pump Tank: N/A Max Trench Depth:36"MAX Max Trench Depth:
Horiz Trench Separation: Bed Horiz Trench Separation:
Conditions/Comments: _
I-NOT DESIGNED FOR GARBAGE DISPOSAL .
***Install D-Box with 7 outlets to 7 lines in the bed. •
RECEIVED
SEP 2 8 2020
DCM WILMINGTON, NC
IF GRAVITY FLOW CANNOT BE MAINTAINED.A PUMP SYSTEM WILL BE REQUIRED
REFER TO THE ATTACHED SITE PLAN SHOWING THE SYSTEM AND FACILITY LOCATIONS AND OTHER SYSTEM SPECIFICATIONS.
THIS AUTHORIZATION SHALL BECOME INVALID AND MAY BE REVOKED IF THE INFORMATION SUBMITTED ON THE APPLICATION
OR SITE PLAN IS INCORRECT.FALISIFLED.OR CHANGES OR IF THE SITE IS ALTERED OR IF THE SYSTEM INSTALLATION IS NOT
COMPLETED BEFORE THE EXPIRATION DATE.THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH:
-NPRTII CAROLINA ADMINISTRATIVE CODE TITLE ISA.1/09,
-APPLICABLE SYSTEM APPROVALS.
-PEN DER COUNTY HEALTH DEPARTMENT POLICIES.
ISSUED:Nov.09,2016 EXPIRES:Sept.22.2021
Registered Environmental Health Specialist

U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 1
Federal Emergency Management Agency Expiration Date: November 30, 2022
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner.
SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al. Building Owner's Name Policy Number:
PATTERSON JAY EDWARD
A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number
Box No.
1260 MALLARD BAY RD.
City State ZIP Code
HAMPSTEAD North Carolina 28443
A3. Property Description(Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
PIN#4213-35-5943-0000
A4. Building Use(e.g., Residential, Non-Residential,Addition, Accessory, etc.)
A5. Latitude/Longitude: Lat.34-23-25.55 Long.-77-37-45.46 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1B
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b sq in RECEIVED
d) Engineered flood openings? ❑Yes ❑ No
SEP 2 8 2020
A9. For a building with an attached garage:
a) Square footage of attached garage sq ft DCM WILMINGTON, NC
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade
c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑Yes ❑ No
SECTION B—FLOOD INSURANCE RATE MAP (FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2. County Name B3. State
PENDER COUNTY 370344 PENDER North Carolina
B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s)
Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth)
Revised Date
37204213 J 02-16-2007 02-16-2007 AE 9.0
B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item B9:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6

OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30. 2022
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Budding Street Address(including Apt., Unit, Suite,and/or Bldg No.)or P.O. Route and Box No Policy Number
1260 MALLARD BAY RD.
'City State ZIP Code Company NAIC Number
HAMPSTEAD North Carolina 28443
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,ARIAH. ARiAO
Complete Items C2.a--h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized: . Vertical Datum: GEOID 12A VRS RTK GPS
Indicate elevation datum used for the elevations in items a)through h)below
❑ NGVD 1929 J 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) 11.2 U feet ❑ meters
b) Top of the next higher floor 20.2 feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑meters
d) Attached garage(tcp of slab) N/A ❑ feet [•] meters
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment and location in Comments) N/A ❑ feet ❑ meters
f) Lowest adjacent(finished)grade next to building(LAG) 6.9 Effeet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) _ 7.2 Lx7 feet ❑ meters
•
h) Lowest adjacent grade at lowest elevation of deck or stairs, including
structural support ❑ feet ❑ meters
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 maybe 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? E]Yes El No ❑Check here if attachments.
Certifier's Name License Number
WESTON LYALL L-4438
,attt# stotttgr
Title — %%040. C O�•
OWNER/PLS •� O �
Company Namer Q },' Z
WESTON LYALL, PE PLS.PLLC —� !r
Address S.
;ARO;
214 HIGHWAY 17 N SUITE 1
City State ZIP Code %� N LY�tiaa•
HOLLY RIDGE North Carolina 28445ii° +r�����e�
Signature Date Telephone Ext.11,.(
09-23-2020 [phone]
Copy all pages of this Elevation rtificate 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)
The estimated elevations are determined from preliminary construction drawings Final calculations are determined with the finished
construction elevation certificate.
Sections B8&89: Information noted is the effective flood zone The flood zone will be changed to VE14 per preliminary FEMA flood
map
This elevation certificate has been revised from the previous certificate dated 6-25.20 RECEIVEE'.
FEMA Form 086-0-33(12/19) Replaces all previous editions. S{P $ 2 ' Form Page 2 of 6
DCM WILMINGTOi" '(C

OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30, 2022
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:
1260 MALLARD BAY RD.
City State ZIP Code Company NAIC Number
HAMPSTEAD North Carolina 28443
SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A(without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
El. 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,
crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG.
b) Top of bottom floor(including basement,
crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),
the next higher floor(elevation C2.b in
the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment
servicingthe buildingis
❑feet El meters E]above or El below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. 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.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
RECEIVED
SEP 2 8 2020
DCM WILMINGTON, NC
❑Check here if attachments.
FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6

OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30, 2022
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:
1260 MALLARD BAY RD.
City State ZIP Code Company NAIC Number
HAMPSTEAD North Carolina 28443
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.
G1. ❑ 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.
G3. ❑ 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 ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments(including type of equipment and location, per C2(e), if applicable)
RECEIVE"
SEP 2 8 2LLi
DCM WILMINGTON
❑ Check here if attachments.
FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6

BUILDING PHOTOGRAPHS OMB No. 1660 0008
ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022
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:
1260 MALLARD BAY RD.
City State ZIP Code Company NAIC Number
HAMPSTEAD North Carolina 28443
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. 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 a`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 One
Photo One Caption Cat"MIMI?.One
RECEIVED
Photo Two SEP 2 8 2020
DCM WILMINGTON, NC
Photo Two
Photo Two Caption ClearFotoTwo
FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6

•
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022
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:
1260 MALLARD BAY RD.
City State ZIP Code Company NAIC Number
HAMPSTEAD North Carolina 28443
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 Three
Photo Three
Photo Three Caption Clear Photo='fhree
RECEIVED
2
Photo Four SEP 2020
DCM WILMINGTO8N, NC
Photo Four
Photo Four Caption Clear Photo Pow;
FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6

Check
Date Received Date Deposited Chock From(Name) Name of Permit Holder Vendor Check Number amount Permit Number/Comments Receipt or Refund/Reallocated
Column? Column2 Column& Column& Column& Column& Column7 Column& Column9
9/29/2020' John Schweikart same FCB 1009 $200.00 GP#77606D Ben rct.11711
9/29/2020 i William Lilly same Uwharrie Bank 1478 $200.00 GP#77607D Ben rct,11710
9/29/20201 'H5 Construction LLC Gary Moss BB&T 2442 $400.00 GP#77609D i Ben rot.11709
9/29/2020' Jay Patterson same FCB 5868 $100.00 Minor fee,1260 Mallard Bay,Hampstead PnCo JD rct.11644