WB_17-06_ Strickland

Tow_ n of Wriuhtsville
Beach
Local Government
� o ,
CAMA
MINOR DEVELOPMENT
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
WB17-06
Permit No.
issued to Chris Strickland, authorizing development in the Estuarine Shoreline (AEC) at 405 North_ Lumina Ave, in
Wrightsville Beach, North Carolina as requested in the permittee's application, dated July 28, 2017 and accepted as
complete on September 14, 2017. This permit, issued on October 9 2017, is subject to compliance with the application
and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth
below. Any violation of these terms may subject the permittee to a fine, imprisonment or civil action, or may cause the
permit to be null and void.
THIS PERMIT AUTHORIZES: The removal of the current structure and the construction of a new single family dwelling.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s)
dated received on Sqptember 14,
(2) All construction must conform to the N.C. Building Code requirements and all other Local, State and Federal regulations, in
addition to all applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. This office must be contacted upon the completion of work to
conduct a final inspection. Please call 910-256-7937 or email to schedule a final inspection.
(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 compliance.
Any maintenance work or project modification not covered under this permit,
require further wditen permit approval. All work must cease when this permit
expires on:
DECEMBER 31 20t9
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 Management.
ovw' /' � 4 01 1 � �X_ x � �: I �-
Danielle Villeggs
CAMA LOCAL PERMIT OFFICIAL
321 Causeway rive
Wrightsui Beach dC

Name: Chris Strickland
Minor Permit # WB17.06
Date: October 9, 2017
Page 2
(5) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third -party.
(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 vegetatively stabilized (planted and
mulched) within 14 days of construction completion. A protective barrier constructed of fitter cloth must be
placed between the development activities and the adjacent waterway, this barrier must be maintained for
the entire duration of the project. If the protective barrier is found to not be in place a Notice of Violation
may be issued.
(7) This permit does not authorize development within any wetlands or open water areas.
(8) The applicant has effectively demonstrated, through innovative construction design, that the amount of impervious
surface areas may be exceeded in a way that runoff water will be managed and the AEC protected. All proposed
development and associated construction must be done in accordance with the design specifications of the
permitted innovative design, sealed by Intracoastal Engineering, on September 1, 2017.
(9) All developrrient/construction shall be located a distance of 30 feet landward of the flagged normal high water line,
No portion of the roof overhang shall encroach into the 30 foot buffer.
SIGNATURE:
PERMITTEE
. M'W� '
DATE:
1V
n, l�I ZQN FNC

T.ocaiity:
Ocean Hazard
Estuarine Shoreline fORW Shoreline
General Information
Land Owner
Name:; e-14 tt.I S ST 2I t k- L t4..J0
Permit Number
(For official use only)
Public Trust Shoreline Other
Address: 10 V G 04 G 2Ayi✓ F► LA C. t
City: M a llt re. t Sy I L LC State: #J L • Zip: :t- *I S- L d Phone: 911! — el
Email: ceJcx for A ttwo &9 �c�vti�a►�, to+� _�_
Authorized Agent
Name:
Address:
City:
Email:
State: Zip: Phone:
Location of Project: (Address, street name and/or directions to site. If not oceanfront, what is the name
of the adjacent waterbody?) nS_�• LOA wt t "A A vt; , 8A^f#cf Co-Mkitv t,
Description of Project: (List all proposed construction and land disturbance.) C- t I'A"-a n'o"E"
t,vr 4OCrL-Q WOO 3C r5 rlEPlvvCO. Pa.vJ-rtz%A tr *_,J1~ 114 S. F. v.
Size of Lot/Parcel: SO X f I- z 1, square feet 443 t, 3 acres
Proposed Use: ® (Single -Family) ❑ (Multi -Family) ❑ Commercial/Industrial ❑ Other
Complete Either (1) or (2) Below (Contact your Local Permit Officer if you are not sure ivhich AEC ap-
plies to your property):
(1) Ocean Hazard AECs: Total Floor Area or 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: /JT4/ square feet (includes the area of the roof/dip line of all buildings,
driveways, covered decks, concrete or masonry patios, etc, that are within the applicable AEC. Attach your
calculations with the project drawing.)
rIEC'NED
State Stormwater Management Permit: Is the project located in an area subject to a State StPMARWNGTON, NC
Management Permit issued by the NC Division of Water Quality? ❑ Yes EANo
n r T 1 7 2017
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet.

APPLICATION FOR
CAMA MINOR
DEVELOPMENT PERMIT
In 1974, the North Carolina General Assembly passed the Coastal Area Management Act
(CAMA) and set the stage for guiding development in fragile and productive areas that border
the state's sounds and oceanfront. Along with requiring special care by those who build and
develop, the General Assembly directed the Coastal Resources Commission (CRC) to
implement clear regulations that minimize the burden on the applicant.
This application for a minor development permit under CAMA is part of the Commission's
effort to meet the spirit and intent of the General Assembly. It has been designed to be
straightforward and require no more time or effort than necessary from the applicant. Please go
over this folder with the Local Permit Officer (LPO) for the locality in which you plan to build
to be certain that you understand what information they he or she needs before you apply.
Under CAMA regulations, the minor permit is to be issued within 25 days once a complete
application is in hand. Often less time is needed if the project is simple. The process generally
takes about 18 days. You can speed the approval process by making certain that your
application is complete and signed, that your drawing meets the specifications given inside and
that your application fee is attached.
Other permits are sometimes required for development in the coastal area. While these are not
CAMA-related, we urge you to check with the Local Permit Officer to determine which of
these you may need.
We appreciate your cooperation with the North Carolina Management Program and your
willingness to build in a way that protects the resources of our beautiful and productive coast.
Address: 40
Description:
I Received:
n/. G4.i M )&,VA AVIr .
v Mo s r Uc ur'-e-
.[-tT S'.F• IwgLii
&a
Coastal Resources Commission
Division of Coastal Management
Accepted Complete:
Site Posted: G 11 !� 1 ID Site
Sent to DCM: Issued:
Final Inspection Date: Inspected By:
Notes:
I
>,. ; v E D
DOM WILMINGTON, NC
0 C T 17 2017

Other Permits May Be Required: The project you are planning may require permits in addition to the
CAMA minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other
sanitary waster treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation
and Energy Conservation, FIA Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile
Home Park Approval, Highway Connection, and others. Check with your Local Permit Officer for more
information.
Statement of Ownership: I, the undersigned, an applicant for a CAMA minor development permit,
being either the owner of property in an AEC or a person authorized to act as an agent for purposes of applying
for 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)
An owner or record title, Title is vested in , see Deed Book
[-1 page 63 1 in the New Hanover County Registry of Deeds. LOT 160 l3 L V c tt- K
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.
Notice of Adjacent 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) MAa+f To" PCOP4,44 T- IU—C- R-%J 4e'03 ^0, L t4wti.4.4 A✓E.
(2) `E'er W •1 04. L%%" �,•r A �r� .
(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 particular hazard problems associated with this lot. This
explanation was accompanied by recommendations concerning stabilization and floodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to 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 =� d of �H 1, a , 20 17
Landowner or person authorized to act as his/her agent for purpose of filing a CAMA permit information
This Application Includes. general information (this form). a site dr ativing as described on the back of this application, the mw hip si V
rnent, the Ocean Hazard AEC Notice where necessary, a check for SlOaW made payable to the locality, and any infonnaton as w Jy 1 p N N C
orally by the applicant. The details of the application as described 6y these sources are incorporated without r efere r it7�Jl '
may be issued. Deviation fi•orn these details will constitute a violation of any permit. Any person developing in an AEC without perri * bj etrlpr ��
civil, criminal, and administrative action. Ul LLUU

1- 14— 11
Date
Tt0~y f "0-MPr0-J TI t,LGtL-4
Ad' cent Property Owner
J;OV3 ICJ'. G t4 rrn r ,-.r4
Mailing Address
Wfl—1 r. i'v1T S V i 11,1 E S C A r u r-J - t
City, State, Zip Code 2- kVkO
Dear Adjacent Property:
This letter is to inform you that I, C-oizeS X rit i c- P_ �o
Property Owner
Permit on my property at
Property Address
m
m E
m f3.35 0537
Ea a tri nrl 02
Extra 00*b r OW"
C3 Oa.=R - ot. s E N
C] Or 0004""
pA"aww" os" a
_n Postage (� •1
C7 ao Postage and EWnc i
OT1r+. T i L4t3tt eeiendhp{i�.....Pl7�azNo: _ ........... _..........................
o., a
L�,os M t n.4o.s-!.-----pt'-' ��'-
wILM�I-JC-19,J r,j.c.. zkgV3
have applied for a CAMA Minor
in New Hanover
County. As required by CAMA regulations, I have onclosed 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 _ 91 qXi4q �9 2" d/ —or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the Town of Wrightsville Beach CAMA Minor Permit Program, you may submit
them to:
Danielle Villegas
Town of Wrightsville Beach
321 Causeway Drive
Wrightsville Beach, NC 28480
Sincerely,
,z -,� C4f
Property Owner
Mailing Address
City, State, Zip Code
t4 v E C
`V,INGTON, NC
0 C T 1 7 2017

'"J- /0-- / "7
Date
lair G-L,V D A U 64 t'rzy
Adjacent Property Owner
Mailin Address
W1 ("141`1ivit'Lr- a4CM N-C-
City, State, Zip Code x `Pa
Dear Adjacent Property:
This letter is to inform you that I,
m '8° $3.35
A ❑taenenAxWptpzrtoapYr ! �
O ow"AUis;&� !
O 0c..w asswwv."1 i
O DA"3 AKOW t d
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o . (15
rq Bent To
p i''cG.4. y Ada GN *+�-Y...........
4l ri.! �r!•i't" i V ! 4 t � tltssA-c�N "� •G
"'US f_r1x r C K i,'%-f0 have applied for a CAMA Minor
Property Owner
Permit on my property at 19W L u +1r J AJ* �- in New Hanover
Property Address
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 */ q `• ki 9 - 9 9a. V ____ ,or by mail at the address listed below. If you wish to
Applicant's Telephone
hie written comments or objections with the Town of Wrightsville Beach CAMA Minor Permit Program, you may submit
Danielle Villegas
Town of Wrightsville Beach
321 Causeway Drive
Wrightsville Beach, NC 28480
Sincerely,
K�71
'"�_..
Property Owner
/ e91J X epq Crib.
Mailing Address
nECEIVED
DAM WILMINGTON, NC
OCT 1 7 2017
02
N
City, State, Zip Code

t✓ED
`AINGTON, NO
OCT 1 7 2011

,
SURVE, OF
-
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LOT 60, BLK. K WRIGHTSVILLE BEACH EXT.
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405 N. LUMINA AVE.
'OWN OF WR113HTS VI
NIPRTH CAROLINA
R�
DATE: DEC. 0. 201e
`•'.
REFERENCE: DUO BOCK 5833 PAGE 11'0
THIS PROPERTY IS _OCA-ED =.N FLOOD ZONE
AE. EASE F-_OOD 14,0 BASED ON Vl R:=ENT
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THIS MAP IS N0- FOR RcCORDATION
HANOVER DESIGN SERVICES, PA
L.ND SURV0ORS ENGINEERS do LAND PLANNERS
1.i23 Fj_ORAL PARKWAY
: ( N.C. 26403
PHONE: [phone]
FAX [phone]
FIRM CERTIF ATE C--05^7
14M2 CA) %
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DGM WILMINGTON, NC
0 C T 1 7 2017

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Soils Engineering and
Testing Services
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INFILTRATION TESTING AND SHWT ESTIMATE
405 NORTH LUMINA AVENUE
WRIGHTSVILLE BEACH, NORTH CAROLINA
PROJECT NO. 1597-17
FIGURE 1
DRAWING NOT TO SCALE
DATE: 4/31117
SKETCH: DLW
REVIEW: SDK
Legend
9 APPROXIMATE TEST LOCATION
RFTS,PLLC
761 Sloop Pointe Lane
Kure Beach, North Carolina 28449
Office: 910-470-7450

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INTRACOASTAL
ENGINEERING, PL LC
5725 Oleander Dr. knit E-7
WibniWon, North Cline 29403
Ph—:[phone]
Li— Number P-0662
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0 C.1 1 7 2017

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SURVEY OF
LOT 601 BLK. K WRIGHTSVILLE BEACH EXT.
405 N. LUMINA AVE.
TOVM OF WRIGHTSVILLE BEACH
NORTH CAROLINA
DATE: DEC. 9, 2016
REFERENCE_ DEED BOOK 5633 PAGE 1170
THIS PROPERTY IS LOCATED IN FLOOD ZONE
AL BASE FL00D 14.0 BASED ON CURRENT
F1000 MAP 3720/3167 A EFFECTIVE DATE
04/03/2006
CAMA LINE FLAGGED
BY OTHERS
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I CERIIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTU
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SUNDER MY SUPERVISION (DUD DESCRIPTION RECORDED IN BOOK .20
P 0R OTHER REFERENCE SOURCE ems_} THAT THE BOUNDARIES NOT
SAPVEMED ARE INDICATED AS DRAWN FROM iNFORMATKNN IN BOOK .== PACE_r_
DR OTHER REFERENCE SOURCC� — � THAT THE RAT40 OF PRECISION OR
POSITIONAL ACCURACY IS 5Ca71N0 THAT THIS MAP MEETS THE REQIAREMENTS
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROIINA 21NCAC
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2. ALL DISTANCES ARE HORIZONTAL = L-3391 =
3. FOR REFERENCE SEE AS NOTED '
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HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS h LAND PLANNERS
1123 FLORAL PARKWAY
Wt-MIPHONE-
(9 N.0) 26403
PHONE: [phone]
FAX: [phone] (&
FIRM CERTIFICATE C-0597
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Intracoastal Engineering mix
September 1st, 2017
Town of Wrightsville Beach
321 Causeway Drive
Wrightsville Beach, NC 28480
Attn: Bill Squires
Re: 4o5 N. Lumina Ave.
Wrightsville Beach, NC
PN 2017-022
Dear Mr. Squires,
Please find enclosed (2) sets of plans and calculations for your review of the
proposed infiltration trench stormwater system.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles A Cazier,
GCM WILMINGTON, NC
0 C T 17 2017
5725 Oleander Dr. Unit E-7 Wilmington, NC 28403 [phone]

9/1/2017 405 N Lumina Ave. 2017-022
CDC Stormwater Calculations
Drainage Area
s , ft. acres
ro osed development 1 4,363 1 0.10
Total 1 4,363 1 0A0
Impervious Area i
Land Use
sq. ft
acres
Proposed Building
2,463
0.06
Driveway
191
0.00
Total
2,654
0.06
impervious = 0.608
= 60.8%
Stormwater Calculations:
CPRE = 0,25
CPOST = (% imp.)(.95)+(1% imp.)(.25)
0.68
t = 5.30 inlhr
Flow for 1 year, 24 hour Storm (Q,)
QPRE _ (CPRE) x (11) x (Area)
0.13 cfs
QPOST - (CPOST) x (11) x (Area)
0.36 cfs
Soil Storage Capacfty for i year Storm:
CN = (98)(% imp.) + (60)(1% imp.)
84
P = 3.20 in. for 1 yr, 24 hr storm
S = 1000tCN - 10
1.90
Depth (D)= (P-(0.2)(S)j' I [P+(0.8)(S)j
= 1.68 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)j 10 1 POST' I
= 20.31 min. ttt
Infiltration Trench Design:
`ASSUME 0.40 VOID RATIO AND 1' OF INFILTRATION DURING THE 24 hr. STORM.
Total Length 140 ft.
Width 3.5 ft.
Depth 2 ft.
Total Provided Storage Volume:
Vol. _ (Length x Width x Depth) .40
= 392 cu.ft
Town Storage Reouired for 10 vear Storm
TP = Vol. 1(1.39)(QP)
Vol = (TP)(1.39)(QP)(60 sec.)
QP = Q10.POST - Q10.PRE
= 0.23 cfs
Vol. = 387 cu. ft
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0CT172017
2017-022 TRENCH 1 of 1

k
RFIS August 31, 2017
Soils Engineering and Testing Services
Mr. Chris Strickland
106 Seagrove Place
Morrisville, North Carolina 27560
Reference: Infiltration Testing and Seasonal High Watertable Estimate
405 North Lumina Avenue
Wrightsville Beach, North Carolina
RFTS Project No. 1597-17
Dear Mr. Strickland:
RIFTS is pleased to provide testing services during the design phase of the new residential
structure at 405 North Lumina Avenue in Wrightsville Beach, North Carolina. Specific
site grading plans had not been provided to us at the time this report was prepared.
I -W& TO Ili t a I
As requested, our staff visited the site on August 25, 2017, to perform infiltration testing
and estimate the seasonal high watertable at one location on the property. The purpose of
this testing was to provide soil parameters for stormwater infiltration design.
Seasonal High Watertable Estimate
A hand auger boring was advanced at one location to a depth of approximately 7 feet
below the existing ground surface in the area proposed by the civil designer for an
infiltration structure. The encountered soils were logged and visually classified by depth
and a Munsell Soil Color Chart was used to determine the hue, value, and chroma of the
visually distinct soil layers. Our soil togs are presented in Table 1.
Soils encountered in our boring consisted of interbedded clean fine sands (USCS Soil
Group "SP") through the boring termination depth of 86 inches below the existing ground
surface. No distinct zones of soil cementation were encountered in the profile. Based on
our experience with similar soils and comparisons of the soil coloration to the Munsell
Chart, it is our opinion that seasonal high water table level occurs approximately 65
inches below the existing the ground surface. A measurement made 30 minutes after
augering indicate a depth to standing water in the borehole of 83 inches below the
existing ground surface. R E C. F. I V E D
DCM WILMINGTON, NC
0 C T 1 7 2017
RFTS,PLLC Celebrating 10 Years of Sertdce Phone: [phone]
761 Sloop Point Lane www.rftsptk.com Email. Msdavidagmail com
Kure Bewn- North Carolina 28449

Mr. Chris Strickland
RFTS Project No. 1597-17
Infiltration Testing
August 31, 2017
Page Two
Infiltration testing was performed using a model 2800 Guelph Permeameter which is a
constant -head device which operates on the Marione siphon principle and is referenced in
ASTM D-5126. The permeameter is used to determine field saturated hydraulic
conductivity in centimeters per second for soil at a specified depth. This testing involves
advancing a borehole to the desired infiltration depth and introducing water at a constant
head to determine the steady state flow rate from which the hydraulic conductivity can be
calculated.
Our testing was performed approximately 41 inches below the existing ground surface.
The results of our permeameter testing are presented in Table 2.
RECOMMENDATIONS
Based on the results of our field testing and soil classifications at the test location, we
offer the following recommendations for stormwater infiltration design:
At the test location INF-1 it is our opinion that in order to achieve the steady state flow
rate obtained during our testing; the areas of infiltration galleries or other infiltration
structures should introduce stormwater at approximately 41 inches below the existing
ground surface elevation. For purposes of sizing the structures we recommend an
ultimate application rate of 4.3 inches per hour. These recommendations should be
reviewed by appropriate regulatory authorities before finalizing the details of any civil
design.
C110SUR :
Please find attached our field data and a sketch showing the approximate test locations.
If you have any questions after reviewing this letter, please do not hesitate to contact us at
your convenience.
Sincerely,
RFTS,PLLC
David L. Winstead
Field Operations Manager
DLW:SDK/dlw
Attachments
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Table I
Munsell Soil Classifications
405 N. Lumina Avenue
Wrightsville Beach, North Carolina
RFTS Project No. 1597-17
LOC
Soil Description
Hue
Value
Chroma
Depth
Comments
in.
INF- I
Very Dark Gray fine SAND
IOYR
3
2
0-12
with Gravel
Light fine SAND qLa1
IOYR
7
2
12-22
I
Light Gray fine SAND
5Y
7
1
1 22-43
Gray fine SAND with shell
5Y
5
1
43-50
fragments
Gray fine SAND
5Y
6
1
50-65
Gray fine SAND with shell
5Y
6
1
65-73
SHWT*65"
fi-agme-nts
Gray fine SAND and SHELL
5Y
6
1
73-79
FRAGMENTS
Light Brownish Gray fine to
IOYR
6
2
79-86
H20*83"
medium SAND with shell
fragments
I-Civl WiLMINGTON, NC
0 C T 17 2017

Table 2
Guelph Permeameter Test Results
405 N Lumina Avenue
Wrightsville Beach, North Carolina
RFTS Project No. 1597-17
Location
1NF-1
Depth (in.)
41
H 1 (cm)
5
Rz (cm/min)
22.0
Ris cm/sec)
0.366
H2 (cm)
10
RZ cm/min)
30.2
Res cm/sec)
0.503
KFS (cm/sec)
3.02x 10-
Krs in/hr)
4.3
Definition of Terms
Ri,2 — Established 3 or more constant rate of water level change (cm/min)
Rts, 2s — Calculated steady state flow rates (cm/sec)
HI,2 — Maintained Head of H2O (CM)
Kfs — Calculated field saturated hydraulic conductivity (cm/sec)
Depth — Depth of well hole (in.)
Location — Test location identification number
Note. Diameter of well is 3.0 cm.
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