SC_16-25MOD_ Pope (2)

Issued by WiRO S C16-25- MODIFIED
Surf City Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT Coastal Management
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 William and Mary Pope authorizing development in the Estuarine Shoreline (AEC) at 4073 Fourth Street, in
Surf City, Onslow County as requested in the permittee's application, dated September 26, 2016, and received by DCM
on October 3, 2016. This permit, modified on June 9, 2017, is subject to compliance with the application and drawing
dated and received by DCM on June 7, 2017 (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 single-family residence with amenities and innovative stormwater system.
(1) All proposed development and associated construction must be done in accordance with the permitted site drawing dated
received by DCM on June 7, 2017.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, 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
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 A LOCAL PERMIT OFFICIAL
this permit, require further written permit approval.All work must cease when this
permit expires on: 127 Cardinal Drive Extension
December3l,2019 Wilmington, NC 28405-3845
In issuing this permit it is agreed that this project is consistent with the local Land �,,1 ' I ►ta
Use Plan and all applicable ordinances. This permit may not be transferred to w 11/1
another party without the written approval of the Division of Coastal PERMITTEE
r7
Management.
(Signature required if conditions aboveRtwit)

a
Name: William and Mary Pope
Minor Permit#SC16-25- MODIFIED
Date: June 9, 2017
Page 2 of 2
(5) 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.
(6) Prior to occupancy of the residential structure and issuance of final Certificate of Occupancy (CO) by the local
permitting authority, the permittee shall provide a certification from the design professional that the stormwater
system has been inspected and installed in accordance with this permit, the approved plans and specifications and
other supporting documentation.
(7) The permittee shall provide the proper operation and maintenance necessary to ensure that the engineered
stormwater management system functions at optimum efficiency and within the design specifications for the life of
the project; and
(8) The permittee shall insure that the obligation for operation and maintenance of the stormwater management system
becomes a permanent obligation of future property owners.
(9) Any proposed for grading within the 30' buffer 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 vegetatively
stabilized, and must remain in a vegetated state.
(10) This permit does not authorize any development within 30 feet of the normal high water line.
(11) All buildings 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:1 W ;UA 1) DATE: lie/17
PERMITTEE
RECEIVED
DCM WILMINGTON,NC

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Property Owner: William T. Pope and wife, Mary Elizabeth Pope
Address of Property: 4073 4th Street, Surf City, Onslow County
(Lot or Street#, Street or Road, City& County)
Agent's Name#: Charles F. Riggs & Assoc. Mailing Address: P. O. Box 1570
Agent's phone#: [phone] Jacksonville, NC 28541
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing,with dimensions, must be provided with this letter.
1/ I have no objections to this proposal. I have objections to this proposal.
If you have objections to what is being proposed,you must notify the Division of Coastal Management
(DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at www.nccoastalmanaaement.net/contact dcm.htm or by calling 1-888-4RCOAST. No
response is considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pie , k, mooring pilings, breakwater, boatho , i , or groin must be set
back a minimum distance of 1 my area of riparian s unless waived by me. (If you
wish to waive the setback, you must ini r nate blank below.)
I do wish to wa e 15' setback requireme .
o not wish to waive the 15' setback requirement.
(Prope - •w er of f-tion) (Adjacent Property Owner Information)
'1 - ./.1--
Signature .or . t ature
Charles F. ' „gs,jt for applicationLl
--r
Print or Type Name'11w. Print or Type Name /
P. O. Box 1570 9)C'6- C'/c/ 2 L/ / 1i ,✓y S
Mailing Address Mailing Address
Jacksonville, NC 28541 0
City/State/Zip City/State/Zip
[phone] 7 /s; 397 /,,Z /L'-
Telephone Number Telephone Numbe
� i /37 6A ,,2 =/?
Date / Date
Revised 6/18/2012

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Property Owner: William T. Pope and wife, Mary Elizabeth Pope
Address of Property: 4073 4th Street, Surf City, Onslow County
(Lot or Street#, Street or Road, City&County)
Agent's Name#: Charles F. Riggs & Assoc. Mailing Address: P. O. Box 1570
Agent's phone#: [phone] Jacksonville, NC 28541
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing.with dimensions, must be provided with this letter.
VI have no objections to this proposal. I have objections to this proposal.
If you have objections to what is being proposed,you must notify the Division of Coastal Management
(DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at www.nccoastalmanagement.net/contact dcm.htm or by calling 1-888-4RCOAST. No
response is considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pie , k, mooring pilings, breakwater, boatho , I , or groin must be set
back a minimum distance of 1 my area of riparian s unless waived by me. (If you
wish to waive the setback, you must ini t a riate blank below.)
I do wish to wa- e 15' setback requireme .
o not wish to waive the 15' setback requirement.
(Prope • •w er nff'tion) (Adiasent Property Owner/
Information)
Signature .P Si alure
Charles F. • gs, . •- -t for application 11C e Zee ) n
rd
Print or Type Name Print or Type Name
P. O. Box 1570 / /' 9 J
� Y'a b
Mailing Address Ma ing Address
Jacksonville, NC 28541 (1h/ ��. 49�
4L—do
City/State/Zip City/State/Zip '
[phone] 7 v ��'1 r9��'7/
Telephone Number Tel phone Number
0 /,gi� 7 _ :. ,-�_ /171
Date Dale
Revised 6/18/2012

STORMWATER CONTROL CALCULATIONS 0 _
FOR 1.5"OF RAINFALL IN 24 HOURS C ..;.1
Z r m _- -- 4T_H STREET_ -- --—
CT., 60' RIGHT-OF-WAY
BUILDING IMPERVIOUS= 1,810 SF .a z IHH
IV
!7- I
Orri
m__ - sm•45WE55.ar O -- ---
VOLUME 1.5" RAIN IN 24 HOURS Z 0 CP CP
1,810 SF/8 = 227 CF Z __ _
BED VOLUME t4o(TE:SURVEY NOT r� '3''°C 5�1
40% COMPLETED BY THIS —1 �-1 r
227 CF/ VOID SPACE IN STONE=566CF
OFFICE. BOUNDARIES
BED SIZE SCALED PER PLAT MAP POSED
RESIDENCE
(2) 1.75'D x 3.5'W x 48'L= 294 CF EACH TRENCH 34'x38'
588 CF PROVIDED CLF_AR 5'"""'""M
566 CF REQUIRED 10' COVERED
o PORCH
� a
i
n g
NOTE: STORMWATER TO BE COLLECTED BY GUTTER
FROM ROOF WATER ON DWELLING, ROUTE TO DRAIN = L_———J
`°BED AT NEAREST POINT. PROVIDE SOLID PIPE UNDER 33'�""SETIALK $
ANY DRIVEWAY CROSS-OVER AREAS
A=3'-6"
N2e•4500W 55.00
D RA I N B E D SECTION c=2�3 -- --—
" CP CANAL CP
NOT TO SCALE D=6" DOWN SPOUT DETAIL
L=48'TOTAL 3" DOWN SPOUT
6"DIA. HDPE ALLOW CORRUGATED
PERFORATED PIPE PIPE TO OVERLAP CORRUGATED
DOWN SPOUT 6" PIPE
-C •. :• t= -- a. : .-;; ALL DOWN SPOUTS ZEE
:r.`Ss,:::..,.-:_'-. f,�: _ P. LINE BED WITH
CONNECTED TO 6 III
• 14. '13--- • . PLASTIC PIPE
#57 STONE BED
IIIIIIItIIIIItIIIt
WESTON LYALL, P.E.
POPE RESIDENCE WESTON LYALL, PE, PLS, PLLC
214 HIGHWAY 17 N. SUITE 1
4073 4TH STREET
HOLLY RIDGE, NC 28445
SURF CITY, NC 910-329-9961 FIRM# P-0937
STRUCTURAL ENGINEERING
STORMWATER PLAN CIVIL ENGINEERING
LAND SURVEYING SHEET:
1 OF 1
SCALE: DRAWN BY: FILENAME:
DATE: 5/09/2017 NOT TO SCALE WES POPE.DWG

I I RA (JDIE •
PROPOSED OREWNG IS TWO STORY
I.QIARLES FRANCIS RIGGS.PROFESSORS-LAND ON RUNGS OVER CONCRETE SLAB
SUR\•EYOR, DO HEREBY CERTIFY THAT I HAVE I' I ENCLOSED BELOW FOR ENTRY k
SURVEYED THE PROPERTY AS SHOWN HEREON IN I " 1 i STORAGE I.11111
ACCORDANCE MTH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROUNA.THAT - i , y
THE NATO N PREa90N AS CALCULATED BY 3
LATITUDES AND DEPARTURES IS 1�10 DOD. 11 i 11.1 5I$ 0 j \ .. y,
7 ' in 3 11Yp (1)
�1
D/AHLLS FRANas RIGGS P.Ls. L-26611111
'/il v k y y
i '�LLI.II $ t
IN FLOOD IS TO CENTFY THAT THE SUB.ECT PRdPENTY IS LOCA7A A _ _ 8 /� VICINITY SKETCH
INCI 'AR' AS WITCH IS A e NOT 10 WALL
COMO
SPECIAL FLOODA HAZARD AREAM G DETERMINED NHEBY THE FEDERALL
EMERGENCY MANAGEMENT AG]VCY,AND THE NATIONAL FL000 IE PROPOREOw I�
atm
INSURANCE PROGRAM. COMMUNITY PANEL RUNNER
i
370186 3723424500L FEBRUARY 16.2007 I IA Ik RA, R/1Y
I I$ I R it d
NOTE D
LAND DISTURBANCE FROM R/W TO CANA 30'BUFFER BORE
BOIL PIUNG DEPTH AS PER ENGINEER GROUND: 264 Sq.Ft. LOT 30
FIRST FLOOR: 1323 Sq.FL >3 P 1H 7312 Sq.Ft.
Ft
BENCHMARK: SUN LANDSCAPING AS PER TOWN OF SURF CITY ORDINANCES SFCONO ET MR- 12N S El-Ft g Q'
ELEVATOR:3.61' 1- - r• 0.168 ACRES
VERTICAL DATUM: NAVD M PROPOSED DRIVES WU.BE NUMBER S7 STONE LAID AT TOTAL FL OR AREA:2825 SO .
VERTICAL DATUM ED NTH TOPCON CRS LEAST FOUR INCHES T00(OVER A GEOTEXTLE FABRIC AS PER HOUSE PLANS yb
q9N N.C.GEOOE�.' 11TNUd15 OPERATING x ALL LHYSICA
1c�- _.A N`✓ ALL PHYSICAL IMPROVEMENTS
WI�ti111GT� THIS PRELIMINARY PLOT PLAN O SUBJECT TO Bones
��1
1 LOT 31 REVIEW&APPROVAL BY THE LOCAL JJRISDIC TON.
PI ;
,, \ 1 II i ZONED SE n1WFRS
U,V 8 MIMIC SF RA 1 W W AM T.POPE
IFRONT-15' &NEE
AUN,WFg I ) REAR -20' VARY ELIZABETH POPE
I KW RAW I N61'15'00'E 135.44'
sDE -7.5'
6 6 +R1 98117110: SUN
� 31.RR 9RI 55.90 I 47.65 * aw O
BENOSRARK
➢TILE SOURCE
RFSTRCTVE COVENANTS, D.B.4466,P.562
NOM 8 r s ' �(l[Alai
s j FRONT-30'
_ �, �R0. p m 90E -tl'
PROPOSED DWELLING -1640 SgFL v m ( n AAAMO I - I 1 o a IEX.IO
PROPOSED PERVIOUS COVES 0 SgFLlal
FXISTNT ROUT RAMP a 171 GF/ of U I ®N a' A4�( I ytX At2(�B ' W J REFERENCES 800-77
PROPOSED TOTAL IMPERVIOUS SURFACE -1613 SQ.FL A L - ,�(a P NC8oyW 1}IIyl w 'A re iD.B.4466,P.562
TOTAL IOT AREA -7312 Re Ft „tW,t :If
F O.tL�, IRO' N { ; En O. u.B.11,P.32
PROPOSED IMPERVIOUS AREA -24013 CANAL r• �T lY`j tumid. nsa�e -I g r
Nils MI outer -I It I) a 1EDFND
L IP AS I AR I I. I C -. CC -CONTROL CORNER
L4 81 IY Ed-EXISTING CONCRETE MONUMENT(FOUNO5COOTRO COMER)
�� - q ,t�,W I II I?,
EIP -EXSTING IRON PIPE(FOUND)
PROPOSED DWEIDNG WHIN 75'AEC -1463 Sq.Ft. -ROO we •
S. N EIR -EXISTING IRON ROO(FOUND)
PROPOSED DRIVES WITHIN 75'AEC -0 Sq.F1. L2
EXISTING ROUT RAMP WHIN N 75'AFC -173 L.Ft - . .•61• 4 Om-EXISTING MAGNETIC NAIL(FOUND)(CONTROL CORNER)
_ - __ EPK-FISTING PARKER-KALON NAL(FOUNDXCORIRCL COMER)
TOTAL MPERMOUS SURFACE 18T611 75'AEC-1638 S4FL 561'T5'00'W 132.81' T' 'SMN
TOTAL I OT AREA WRY/75'Are -MSS CeE ERRS-EXISTING RAILROAD SPIKE(FOUND)
p NBL-MINIMUMONMBUILDING LINE
PROPOSED IMPERVIOUS AREA WHIN 75'AEC-37.09 Ammon // I RAY-RIGHT OFUW AY
PORT
I
Y N I SCSI-SET CONCRETE MONUMENT(CONTROL CORNER)
PROPERTY I a SP -OCT IRON PIPE
u[ / L�1 SR -OCT IRON ROO
I
r tP SIN-SET MAGNETIC NAIL(CONTROL CORNER)
fi SPK-OCT PARKER-KALOM NAIL(COMM CORNER)
Y yy P i I C -CENTERLINE
'jyI 0 q - ®/-WATER METER
LINE TABLE 8118 131
II LOT 29 !I FR{ .,Ft-FIRE HYDRANT
i UNE/ LENGTH DIRECTION a 5 -WATER VALVE
x LI 266' N2873'141W ®-SANITARY SEWER MANHOLE
L2 7.00' N59,12'26'E I I I ®-TELEPHONE PEDESTAL
V /209' N30Z1'30'W EIRO
RAY R/W ®-TELEVISOR PEDESTAL
L4 0.56' S5676'1-W ®O -FIRER OPTIC CABLE MARKER
* -UGIT POLE
I L5 40.01' N21446f1YW
J PM -POWER POE
E IMINAI'1 i'LAT ` —RA--PLOEKB NE
TRANSFORMER
BOUNDARY SURVEY & PRELIMINARY PLOT •PLAN NO/-role k'EA/� .EMSTNG SPOT ELEVATION
p FOR ,CONVEYAN[:E5Or5AEES� GRAPHIC SCALE
! WILLIAM T. POPE ,
CHARLES F. RIGGS & ASSOCIATES, INC.(c-7s0) & WIFE
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, MARY ELIZABETH POPE (D„ET)
LAND PLANNING & COMPUTER MAPPING LOT 30, BLOCK 42, SECTION III, OLD SETTLERS BEACH, M.B. 11, P. 32 I L""h-20 h
By 502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITE 212 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA ACTUAL FIELD SURVEY DATE: MARCH 20, 2017
S P.O.BOX 1570 1213 CULBRETH DRIVE WILLIAM T. POPE & WIFE MARY ELIZABETH POPE, OWNERS, D.B. 4466, P. 562 MAPPING DATE: MAY 24, 2017
L JACKSONVILLE,NC 28540-1570 VALMINGTON,NC 28405 4073 4th STREET FIELD BOOK: 930 PAGE: 15
TELEPHONE: [phone] TELEPHONE: [phone]
E-MAIL: rigg.IondOriggel➢ndnc.com PROJECT NUMBER: 16-05-20

Dail, Jason
From: Charles Riggs <[e-mail]>
Sent: Friday, April 21, 2017 8:24 AM
To: Dail, Jason
Subject: SC16-25
Attachments: 16-05-20 PPP 4 PRE 1.pdf
Jason
Please find enclosed the revised preliminary plot plan for William T. Pope and Mary Elizabeth Pope.
This survey reflects the improvements along the canal and slight revisions to the proposed dwelling.
The dwelling is actually 38' deep rather than 40' as permitted.
The main revision is the access from the dwelling to the canal. These steps and landing were not illustrated on the
original plans and were not part of the original permit.
Do these steps require a modification to the permit or can this just be noted?
Thanks
arifeeF kiits
Charles F. Riggs, P.L.S. L-2981
Charles F. Riggs &Associates, Inc. (C-0730)
502 New Bridge Street
P.O. Box 1570
Jacksonville, North Carolina 28541
Email: [e-mail]
Office: [phone]
Cell: [phone]

ROY COOPER
4'i Governor
Coastal Management MICHAEL S. REGAN
eNVIIIO MENTAL QUALITY
I Secretary
BRAXTON DAVIS
June 9, 2017 Director
William T. and Mary E. Pope
494 Parker Memorial Road
Clinton, NC 28328
Dear Mr. & Mrs. Pope:
Attached is Modified CAMA Minor Development Permit#SC16-25 for work to be done at 4073
Fourth Street, in Surf City, Onslow County. An electronic copy of the permit has been sent to
the Surf City Inspections Department and to your agent.
To validate this permit, please sign both copies of the permit as indicated for our records.
Please retain the orange copy for your files, sign both pages of the white copy, and return to us
within 20 days of receipt, in the enclosed, self-addressed envelope. Also enclosed is Permit
SC16-25 issued for the same property on October 6, 2016. Please sign and return this white
copy as well. To date, we do not have your signature on file for this permit.
Please note: These are not valid permits until signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
Shaun K. Simpson
Permit Support Technician
Enclosures
Cc: WiRO files
SC Inspection Dept.
Charles Riggs - Agent
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405

I I "" NO E
0,IOPOSED DWELLING ILA]STORY
I.Qy1RLFs FRANI]S Rif+:S PROESSONAL LAND ON PUNCS OVER COCRETE SLAB
SURVEYOR. DO HEREBY CERTIFY THAT I HAVE I U ENCLOSED BELOW FOR ENTRY&
SURVEYED THE PROPERTY AS SHOWN HEREON IN g iSTORAGE 11
ACCORDANCE WITH THE STANDARDS OF PRACTICE I r ` \
FOR LAND SURVEYING IN NORTH CARDIJNA.THAT I-F
THE RATIO CIF PRECISION AS CALCULATED BY
LATITUDES AND DEPARTURES IS 1:10.00(1 i I - - (15 \.
t]HAMLS FHANUS MIX.S H.LS. L-2981 P; I JOIN MOM §
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED /,■ y4 rdoommi o �9
IN FLOOD ZONE NE.(EL_10'1 WHICH IS A ` B VICINITY
to Rot/SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL ca.oEa 91,11
EMERGENCY MANAGEMENT AGENCY.AND THE NATIONAL FLOOD I
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER WI".
370188 37104245002 FEBRIIARY 16.2007 I It It
R/W ¢ RA,/
I nit. EM
I
ILL601E
LAND DISTURBANCE FROM R/W TO CARA 30'BUFFER ROE
NO E PIUNG DEPTH AS PER ENGINEER GROUND: 284 SI.Ft. 5� �4 LOT 30
FIRST FLOOR: 1323 S4.Ft. 7312 S Ft.
BENCHMARK:SIN LANDSCAPING AS PER TOWN OF SURF CITY ORDINANCES '� 4'
ELEVATION:ail' SECOND FLOOR: 1238 Sa.Ft l!- r, 0.16a ACRES
VERTICAL DATUM:RAVE 88 PROPOSED DRIVES WLL BE NUMBER 57 STONE LAID AT TOTAL FLOOR AREA:2825 SR.FL
VERTICAL DATUM OBTAINED WITH TOPCON ORS LEAST FOUR INGNES THICK OVER A GEOTEKTLE FABRIC AS PER HOUSE PLANS y(F
USING N.C.GEODETIC CONTINUOUS OPERATING
REFERENCE STATIONS ALL PHYSICAL IMPROVEMENTS
s NOT LOCATED
Z
THIS PRELIMINARY PLOT PLAN IS SUB.ECT TO BOTH
LOT 31 REVIEW&APPROVAL BY THE LOCAL JURISDICTION.
I ;
I I I s N ZON70NN MFILIC LIMOSS
l TPA W T.POPE
I I FRONT-2' !WIFE
I REAR -20' MARY El12ABETIi POPE
I �0" W a I N61'I S'OO�E 135.44' srr�Ilppy�. Wtnr>I.ti sHN SIDE -7.5'
S 31.89' RI 65.11' I y 38.84' j SW ®BENCHMARK DT,E SOURS
L RESTRICTIVE COVENANTS D.B.4486,P.562
/ I CC� j FRONT-30'
NOTE wows SQ3 �' noa� >r -NI I x 1., SIDE -e'
PROPOSED DWILNG -1640 SR.Ft. pp E r= anw+4s I-6. 1AXJ4
PROPOSED PERVIOUS DRIVES -0 SO.FL It r RR ( A 1 I • w I 800-77
EXISTING BOAT RAMP -173 5-Ft UwY °' (R� _.1L7 LL, L. LNFX LNFX B II w REFFRFTNCFS
PROPOSED TOTAL IMPERNOIS SURFACE -1813 SRFL ^L XLs ,X we I� \IHwt 4 - n I X)yI k = D.B.4486,P.582
TOTAL TOT AREA -7312 SOFt oinks LA tltl p F_- f b s y a M.B.11,P.32
PROPOSED IMPERVIOUS AREA -24.80* CANAL NIT = X"Ar 11NE,80_ I I g .0 flvl
WI I 4 I M® l IEGFb¢
IIf 1C V I aY 1 �� a CC CC -CONTROL CORNER
L4 N K FOR-ENSTNG CONCFEIE MONUMENT(FOINO)(CONTRO CCNER)
u- a !� 1 -1 II 0 OP -EOSTNG IRON PIPE(FOUND)
PROPOSED DIMMING WON 75'AEC -1149 SgFt. r1�
PROPOSED DRIVES WITHIN 75'AEC -0 SR.Ft. L2 y No we �' OW.OM
M OR -DARTING IRON ROO(FOUND)
F)ISnNf.ROAi RAMP WTIHW 7Y AFC =173 Sa Ft I EMN-EXOSTING MAGNETIC NAIL(FOUNDXCONTROL CORNER)
aTBy 84.3}' 37494 M' EPIC Ensfin PARKER-KALON NAL(FWMOXCONTRO CORNER)
TOTAL II9ERNOUS SURFACE W WI 75'AEC.I322 S4FL I `1 I S613 5'00"W 132.61' m �n� / ERRS-EXISTING RAILROAD SPIKE(FOUND)
19TAL IIT AREA WINN 75'AFr -4475.Ft I / �P IABL NIP NON UM U BUILDING
NE
PROPOSED IMPERVIOUS AREA WORN 75'AEC-29.99 / ' ONT
R/W RI(9HT OF WAY
!M C MOWS
I 8 I S01 SET CONCRETE MONUMENT(CONTROL CORNER)
NORM ME s SP SET IRON PIPE
/ SIR SET IRON ROO
■I u/ Y I DAN SET MAGNETIC NAIL(CONTROL CORNER)
3 i SPK SET PARKER-KALON NAIL(CONTROL CORNER)
gg
TERUNE
g
+�y l kl 1 ® N M
UNE TABLE Pk LOT 29 I A• I -RATERETER
-FIRE HYTRANT
sv
ONE I LENGTH DIRECTION i p Dd-WATER VALVE
R LI 29i' N287314'W ; 7€ I ®
-SANITARY SEWER MANHOLE
R I ®-CLEAN OUT
L2 7.00' N59'{72i'E I ®-TELEPHONE PEDESTAL
Y L] 1209' NJ021'39'W A ? 6/6 ©-TE1FNSOH PEDESTAL
L4 0.5S' S5976'21-W L ®-FIBER d'TIC CABLE MARKER
T} -UGNT POLE
✓f LS 40.01' N29'48Y5'12 ` ,-POWER POLE
PPE P'l l IMINApY .A> -POWER UNE
BOUNDARY SURVEY& PRELIMINARY PLOT PLAN ®-E CTRIC TRANSFORMER
R FOR C7NI VE YAI.AGCS SAI,C5 —E•snJNc SPOT ELEVATION
$ WILLIAM T. POPE 1 GRAPHIC SCALE
1111. 110
CHARLES F. RIGGS & ASSOCIATES, INC.(c-730) ,Sc WIFE
LAND SURVEYING — CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, MARY ELI ZABETH POPE (p RE)
,f LAND PLANNING & COMPUTER MAPPING
LOT 30, BLOCK 42, SECTION III, OLD SETTLERS BEACH, M.B. 11, P. 32 I IoOk-20 R.
R 502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITE 212 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA ACTUAL FIELD SURVEY DATE: MARCH 20, 2017
$
P.G. BOX 1570 1213 CULBREIH DRIVE WILLIAM T. POPE & WIFE MARY ELIZABETH POPE, OWNERS, D.B. 4466, P. 562 MAPPING DATE: APRIL 20, 2017
6 JACKSONVILLE, NC 28540-1570 WLMINGTON, NC 28405 4073 4th STREET FIELD BOOK: 930 PAGE: 15
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g E-MAIL: riggilondG'iggdandnc.cOm PROJECT NUMBER: 16-05-20

I 1 E^ N°I
PROPOSE)DWELLING IS TWO STORY
I.(1WYN ES FRANCS RIGGS.PROFESSIONAL LAND I ON PILINGS OVER COICREIE SAR
SURVEYOR. DO HEREBY CERTIFY THAT HAVE U ENCLOSED BELOW FOR ENTRY k
SURVEYED THE PROPERTY AS 910WN HEREON IN ' _ ✓a STORAGE 'A061
ACCORDANCE WM ME STANDARDS K PRACTGE I R FOR LAND SURVEYING IN NORM CAROl1NA.MATI- W THE RATIO O PRE090N AS CALWI.AIm BY
UTITUOEB ARO DEPARTURES IS 1:t0.000h 3 i i'Sit4W1 VJ N
I]UHLLS IHANOS HIGGS H.LS L-2981 p a I I• ?1111.1 +s ���
THIS IS TO CERTIFY MAT THE SUBJECT PROPERTY IS LOCATED A L CO _ 1,I.I■I�I�II_ 1 B VICINITY SKETCH
IN FLOOD ZONE 'VET(EL-11 0'1 WHICH IS A R Nor To wry(
I
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY TIE FEDERAL IE I
EMERGENCY MANAGEMENT AGENCY.AND THE NATIONAL FLOOD o Haw
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER aXlocrt NAB a,¢
37011E 3720424500( FEBRUARY 1E 2007 I It It
I 11 IA R/W' R/W
WEE
��
LAND DISTURBANCE FRO4 R/W TO CAM 30'BUFFER NODE `
ROLE HUNG DEPTH AS PER ENGINEER GROUND: 284 SR.Fl. YI LOT 30
FIRST FLOOR: 1323 SR.Ft. 7312 Ft.
BENCHMARK:STUN LANDSCAPING AS PER TOWN OF SURF CITY ORDINANCES AC
ELEVATION:3,81' acONO El 12]E 5'a Ft g - C, 0.168 ACRES
VERTICAL DATUM:NANO 88 PROPOSED DRIVES WILL BE NUMBER 57 STONE LAID AT TOTAL FLOOR AREA:2825 SN.FI. A
VERTICAL DATUM OBTAINED WITH TOPCON ORS LEAST FOUR INCITES MICK OVER A GEOTEXTLE FABRIC AS PER HOUSE PLANS yV
U9NG N.0 GEODETIC CONRNUOUS OPERATING
REFERENCE STATIONS ALL PHYSICAL IMPROVEMENTS
* NOT LOCATED
a
THIS PRELIMINARY PLOT PLAN IS SUBJECT TO BOTH
LOT 31 REVIEW&APPROVAL BY THE LOCAL JURSGCOUN.
I a
I II s A ZONED MHS D9tlE85
I I ZWIND SFTRAFB( WIWAM T.POPE
g FRONT-IS' k BEE
REAR -20' MARY ELIZABETH POPE
I 10A Rwr I N6115'00'E 135.44' 0 WINPRS 5,45 90E -7.5'
31.89' SIR' 85.11' I W 38.84' �a aW ID BENCHMARK
TITLE SCHAFF
RFSTRICDNF rX1KNANTf D.B.4488,P.0E2
rF-- FRONT.
�� II9m (_ fi ,.. 7_ fiAI I T'' I- SIDE -B'
PROPOSED DWELLING -1840 SR.Ft. o0a _ MO, F a �Ln
PROPO9'D PERVIOUS DRIVES -0 SW.Ft. U (- _ I I v� ~ W H R RFNtsc 800-77
FKAIIMG BRAT RAMP -171 Sn FI A t ar „III �� L • 447C o av�(�8 j W
PROPOSED TOTAL IMPERVIOUS SURFACE -1813 S4.Ft ` X� !I 1109W h I yI W k rw= D.B.4488.P.562
TOTAL LOT AREA -7112 G Ft lalNp a U'X = p __ t ti a a Y.B.II,P.32
PROPOSED IMPERVIOUS AREA -24.8! CANAL TN AW81 = X'�u}1')t 1aNWoa I FWv®-I _ ill
g M<1
I LECFNO
of RI Ntl AS I as; I �{ N '; CC -CONTROL CORNER
^L4,- �� I N K ECU-E10511NG CONCRETE MONUMENT(FOUNOXCONIRO CONFER)
PNNROgPOSm OWEWNG WTMN 75'AEC -1149 S4Fl. 41- 'IMa•'a - ) 12042o 1. s b EIP -EXISTING IRON PIPE(FOUND)
PROPOSED DRIVES WHIN 75'AEC -0 SwFt. L,2, 9� we
W� AgIA b OR -EIISTNC IRON ROD(FOUND)
PRGTINE MAT RAMP OUTRUN 73'AFC -171 S-Ft µ3( I W.64' x 1 I EMN-EXISTING MAGNETO NAIL(f(FORNO CONMOL CORNER)
29r, T.9.—ilY FPI EXISTNG PARKER-KALAN NAIL(FWNOXCONTROL CORNER)
TOTAL IMPERVIOUS SURFACE W1HN 75'AEC-1322 SIFFL I \' I f S61'15'00'W 132.81' /WWF ERRS-EXISTING RAILROAD SPIKE(FOUND)
TOTAL 10T AREA WTHIN 73'AFr -442E Ft / p / MRL MINIMUM BUILDING UNE
PROPOSED IMPERVIOUS AREA WHIN 75'AEC-29.92 ' NSF NON MONUMENTED PONT
A91�1 / / R/W RIGSET OF WAY
5(1 SET CONCRETE MONUMENT(CONTROL CORNER)
N om=N( / • s N 1 SIP BET IRON PIPE
I SIR SET IRON ROU
[C / STUN SET MAGNETIC NAIL(CONTROL CORNER)
■. / SPA SET PARKER-KALON NAIL(CONTROL CORNER)
(f R @ g I et -CENIERUNE
I kI 2 <V NU-WATER METER
UNE TABLE AI LOT 29 1 P i ?x-FIRE HYDRANT
LINE# LENGTH 09EC110N ({ A 5 -WATER VALVE
LI 298' 112112214111111
®-SANITARY SEWER MANHOLE
CLEAN OUT
C L2 7.00' 11592728'E e-TELEPHONE PEDESTAL
W 1209' N3021'39'W EIR/B R R/ e-TELEVISION PEDESTAL
L4 8.58' 5523221'W ! ®-FIBER OPTIC CABLE MARKER
Ny -UGIT POE
I W 40.01' N211'4215 W J PL(MI ra,-POWER POLE
N.PY I'LAl ` —�—-POWER LINE
OE-ELECHIC TRANSFORMER
t BOUNDARY SURVEY & PRELIMINARY PLOT PLAN NOI"FrX' GCXC,A170N, •.EXSTING SPOT ELEVATION
FOR
WILLIAM T. POPE ChVVCYANCC5 OrSACCSI GRAPHIC SCALE
as CHARLES F. RIGGS & ASSOCIATES, INC. (c-730) & K'LE
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, MARY ELIZABETH POPE (D,�)
I
LAND PLANNING & COMPUTER MAPPING LOT 30, BLOCK 42, SECTION III, OLD SETTLERS BEACH, M.B. 11, P. 32 1 Inch-20 At
6 502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITE 212 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA ACTUAL FIELD SURVEY DATE: MARCH 20,2017
.1P.O. BOX 1570 1213 CULBRETH DRIVE WILLIAM T. POPE & WIFE MARY ELIZABETH POPE, OWNERS, D.B. 4466, P. 562 MAPPING DATE: APRIL 20,2017
JACKSONVILLE,NC 28540-1570 WILMINGTON,NC 28405 4073 4th STREET FIELD BOOK: 930 PAGE: 15
.
TELEPHONE: [phone] TELEPHONE: [phone]
E-MAIL• rigg.londOriggAlandnc.cam (PROJECT NUMBER: 18-05-20 I