NH_16-33_Davis

NEW HANOVER COUNTY 16.33
Local Government Permit Number
CAMA rl�
MINOR DEVELOPMENT
PERMIT
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 Sectlon 113A-118 of the
General Statutes, "Coastal Area ManagemenC
Issued to Marty Davis, authorizing development in the Estuarine Shoreline - ORW (AEC) at 1322 Tidalwalk Drive, in
Wilmington, NC, as requested in the permittee's application, dated June 21, 2016. This permit, issued on August 9,
2016, 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 permittee to a
fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Construction of an in -ground swimming pool and deck.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on June 21, 2016.
(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, or land use activities will require a re-evaiva6on and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 798-7116 for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the penniltee or other qualified persons
within twenty (20) days of the issuing dale. 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 written permit approval. Al work must cease when this
permit expires on:
DECEMBER 31, 2019
In issuing this permit ft Is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This pemilt may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Linda E. Painter
CAMA LOCAL PERMIT OFFICIAL
230 Government Center Drive, Suite 11 Q
WilmingtPn�II�fIv Q3GTON, NC
PERMITTE
(Signature mqulmd B omdiliats above apply to permit)

Name: Marty Davis
Minor Permit # 1633
Date: August 9, 2016
Page 2
(5) The amount of impervious surface shall not exceed 25% of the lot area within 575 feet of Normal High Water
(Estuarine Shoreline - ORW Area of Environmental Concern) in this case, 432 sq. ff. of new impervious is
authorized.
(6) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Pdor to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been propedy stabilized with a vegetative cover.
(7) Any proposed for grading within the 30' buffer from the Normal High Water must be contoured to prevent additional
stom»vater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in
a vegetated state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
SIGNATURE
PERMITTEE
DATE:
RECEIVED
DCM WILMINGTON, NC
AUG 1 12016

From: Simpson, Shaun
Sent: Tuesday, August 02, 201611:24 AM
To: Brown, Denise ([e-mail]) <[e-mail]>
Subject: FW: CAMA INQUIRY-TIDALWALK
Importance: High
Not yet.
Btw: These 13-33 attachments were sent on June 23rd, and I think I mentioned at that time that pages 10-30 are too
light to read/print...
Shaun Simpson
Permit Support & Customer Service
NC Department of Environmental Quality
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone]
Shaun. SimnsonAncdenr.gov
{ nothing Compares....
E-mail correspondence to and from this address
maybe subject to the North Carolina Public
Records Law and maybe disclosed to third parties.

From: Brown, Denise fmailto:dbrown a(7nhcgov.coml
Sent: Tuesday, August 02, 201611:10 AM
To: Simpson, Shaun <shaun.simpson(a)ncdenr.gov>
Subject: CAMA INQUIRY-TIDALWALK
Importance: High
Hi Shaun,
Hope all is well. Do you have a permit for the Davis CAMA-1322 Tidalwalk?
Thanks a bunch for your assistance.
Denise Brown I Administrative Technician
Planning & Inspections - Planning & Zoning
New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
[phone] p 1 [phone] f
www.nhcqov.com
From: Brown, Denise
Sent: Thursday, June 23, 2016 11:57 AM
To: Simpson, Shaun (shaun.simpson@)ncdenr.gov)
Subject: NHC CAMA(4TH QTR)
Importance: High
Hello Shaun,
Please see the enclosed...

Ocean Hazard Estuarine Shoreline ORW Shoreline
(For official use only)
.._:_ _ tat • ' 1
LAND OWNER
Name
Permit Numb6r E 7
Public Trust Shoreline Other
AU
Address Bala 'j :d, w%a(v nr PLANNING & ZONING
m
city (m:a�irtw State J/C Zip IRgo4 Phone L/U 2 - YSgT
Email 159911.g vu� a;{, cos —
AUTHORIZED AGENT
Name A bit Frarul;' keae.4 ev
Address 39?4 Markel S+
City Wt t. State JUC- Zip 39'4,0? Phone 910-
f' Email odbleo%ggaia:(.cow.. _
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacentwaterbody.) t3aa •1gfa/WatA Ar ila«ds/(t/t,l eaay
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.), it- 4ac Fr6erJ/af4 A"a l
SIZE OF LOT/PARCEL: a 0, 7 36 square feet (I. q74 acres
PROPOSED USE: Residential 0 (Single-family ® Multi -family ) Commercial/Industrial Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer ifyou are not sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: 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: _ square feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach 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 Water Quality?
YES NO
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: 3 400 _ square feet.
`:t E D
0CM, Va' UAING` ON,
JUN 2 3 201E
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 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 LAMA 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)
_man owner or record title, Title is vested in A4w 4 /CaiPe. Davis- see Deed Book 5 g 3 ct
page -A$ in the .�,y fla,ua ve t- 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 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)
(I) AfArC-Ticlfa(kwk ar, (Sce{(LawreKce. 13�6 Frial"Ik- `—
(2) ti{QEC T'dal .�.I k t LC S'coffGawre�ce Oz 0 RO Shoo oo5-O76 ^DOA
(3)
(`f)
ACKNOWLEDGEMENTS:
1, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may he 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 let. This explanation was accompanied by recommendations concerning stabiliza-
tion and $oodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
related to this permit application.
This the /6 day of, 20
Landowner — r or pers�autthorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check far $100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permiwhich may be issued. Deviation from these details will constitute a viuluiion of
Nr any permit. Arty person developing in an AEC without permit is subject to civil, criminal and administrative action.

4-16 -33
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PLOT PLAN FOR
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MARTINDAVIS * KATIE DAVIS
A5rJCPAPJDBYN M4CREED '
LOT428 PHASEIV-BI.TIDALWALK5U5DIV15ION
LorAMT�
FEDERAL POINT TOWNSHIP- NEW IIANOVEF.COUNTY, N.C.
UPLANDS 11.89450. Fr.
PRI'SMAMON 7,673 50. FT.
'404'Wrf1AND3 1. 15950. FT.
MAROTI 8, 201 G 0.47G'A&+; ^'�#11
PATRICK C. BRISTOW
LAND SURVEYING, PC
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RECEIVED
JUN 2 1 2016
RECEIVED
DCM WILMINGTON, NC NEW HANOVER COUNTY
PLANNING & ZONING
JUN 2 3 2016

Basic Map
V v ch 9. 2,916 1 70C.
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RECEIVED
DCM WILMINGTON, NC
JUN 2 1
JUN 2 3 2016
NEW HANOVER
PLANNING 8

*IL-33
ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR LAMA MINOR PERMITS
I hereby Certify that I own property adjacent to _xpJLt_-5�.LL/P f, L _7,R
(Name of �Property Owner)
Property located at _.%,<1!� 'zz;G t I ',kn S Kd _. .L?'te�_!cE{G �.t'' �r e{ Ad `/�zy / 3-AA
Address, Lot Block, Road, etc.) il.Et 4,lklj''
on in V•lJft�xl._ _iTacer.4'de...i4,.. N.C.
(W=er'body) (Towrf and .;County)
He has described to me as shown in the attached application and project drawing(s), the development
he is proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
alwo
Sco�tT C.twc�l�
Print or'fype Name
l04.Iso.
Telephone Number
Oats
RECEIVED
JUIa z 1 2016
N� y'> HANOVERCOUNTY
PLZNNING & ZONING
RECEIVED
DCM WILMINGTON, NC
J U N 2 3 2016

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Mart n Davis
Mailing Address:
Phone Number:
Email Address:
4810 Prior Dr Unit 161
Wilmington, NC 28412
910-512-4595
[e-mail]
i certify that I have authorized Able Installations - Frank Kearney
Agent J Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
Tidalwalk
at my property located at 1322 Tidalwalk Dr Wilmington, NC 28409
in New Hanover County.
I furthermore certify that l am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Marty Davis
Print or Type Name
Owner
5 l 16 / 16
Date
This certification is valid through
RECEIVED
,UN 2 1 2o16
llr.-N HANOVER COUNTY
PLANNING & ZONING
RECEwF-C)
DCM WILMINGTON, NC
J U N 2 2 2016

ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to r Ll rr-' Ad.:k:i
(Name of Property Owner) �/
property located at_&,&_-?+��L_/vlf' lei. G�;j�. _ Via. ' /n/ 7-1%)
Address, Lot, Block, Road, etc.)
�i r
on_.__..._tt.s.tc`_._.�—..___� in.o;.,( >, �yxl ..e.�� N.C.
(Waterbody) To andror cowry)
He has described to me as shown in the attached appitcetion and project drawing(s), the development
he is proposing at that location, and, I have no objections to his proposal.
CAPPLICATION AND DRAWING OF PRQQO_vW�Q DEVELOPMENT ATTACHED)
Print or Type Name
i elephone Number
S-10.16
Date
RECEIVED
JUN 2 1 2016
NEW HANOVER COUNTY
PLANNING & ZONING
RECEIVED
DCM WILMINGTON, NC
JUN 2 3 2016

National Flood Insurance Program
V-Zone Certification
Property information For Insurance �Company Use
Name of Structure Owner Policy Number
MREC Tidalwalk, LLC
Structure Address or Other Description
1322 Tidalwalk Dr.
city State Zip Code
Wilmington NC 28409
SECTION 1: FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Note: to be obtained from appropriate FIRMS
1. Community Number
2. Panel Number
3. Suffix 4. Date of FIRM Index
1
5. FIRM Zone
370168
3132
J 4/3/2006
VE 6 AE
SECTION It: ELEVATION INFORMATION
Note: This form is not a substitute for an Elevation Certificate. Elevations should be rounded to nearest tenth of a foot
1. Elevation of the Bottom of Lowest Horizontal Structure Member...... ..................... _................. 18.0 feet
2. Base Flood Elevation....................................................................................................................... 16.0 feet
3. Elevation of Lowest Adjacent Grade .................... .................... ...................................................... 3.fi feet
4. Approximate Depth of Anticipated Scour/Erosion Used for Foundation Design .... ............... -.1.9 feet
5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade........... ................. 9.0 feet
6. Datum Used: NGVD'29 NAVD'88 Other
SECTION III V-ZONE CERTIFICATION STATEMENT
Note: This section must be certified by a registered professional engineer or architect
I certify that I have developed or reviewed the structural design, plants and specifications for construction and that the
methods of construction to be used are in accordance with accepted standards of practice for meeting the following
provisions:
of The bottom of the lowest horizontal structure member of the lowest floor (excluding the pilings or columns) is elevated
to or above the BFE; and,
b) The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse and lateral
movement due to the effects of the wind and water loads acting simultaneously on all building components. Water
loading values used are those associated with the base flood including wave action. Wind loading values used are
those required by the applicable State or local building code. The potential for scour and erosion at the foundation has
been anticipated for conditions associated with the flood, including wave action.
SECTION IV: BREAKAWAY WALL CERTIFICATION STATEMENT
Note: This section must be certified by a registered professional engineer or architect
I certify that I have developed or reviewed the structural design, plans and specifications for construction and that the
design and methods of construction to be used for the breakaway waits are in accordance with accepted standards of
practice for meeting the following provisions:
a) Breakaway coilapee shall result from water load less than that which would occur during the base flood; and,
b) The elevated portion of the building and supporting foundation system shall not be subject to collapse dis lacement, or
other structure[ damage due to the effects of wind and water loads acting simultaneously bull
on all
(wind and loadingvalues
water defined in Section 111).
SECTION V: CERTIFICATION
Check: Section Ill X andlor Section IV X
Name of Certifier
Title ,• 9
James R. Honeycutt, Jr. PE
Professional Engineer
Finn Name
License Nu mp�r, NNIN G 8' Zor
Honeycutt Engineering Co. °'ff�rrr
009524 11
Street Address .':; ,.. I '+�
610 Hidden 4' E96rptil yv
Phone Number
Valley Rd. „+++
[phone]
City e C SEAL t
t
Zip Code
Wilmington 524
28409
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JUN 2 3 2016
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,NC

DUDEK CONSULTING, P.C,
PO Box 2882
WILMINGTON, NC 28402
[phone] PH
[phone] FX
Rr'-,T7%VED
February 10, 2004 JUN 2 t 2016
Able Installations
3834 Market Street NEW HANOVER COUNTY
Wilmington, NC 28403 PLANNING & ZONING
Ms. Ruth Kearney
RE: Structural Engineering Evaluation of
Bouyancy for In -Ground Fiberglass One-piece Swimming Pools
Generic Pool Evaluation, Coastal, NC
Flotation Anchorage
DC Project No. 76MS06B
Ms. Kearney:
At your request, Dudek Consulting, P.C. (DC) has evaluated the fiberglass one-piece
swimming pool installation by San Juan Pools of Eloy, Arizona and Lakeland, Florida
(SJP) against flotation. The pools can very from a small pool of approximately 2,650
gallons to a large pool of 22,000 gallons. Of concern is the bouyancy of the pools
and their anchorage to prevent floating during flood conditions and becoming an
obstruction that would result in damage to nearby buildings. This letter is to explain
the anchorage of the pool against flotation. See the attachments.
This evaluation is with respect to the requirements of the North Carolina Department
of Crime Control and Public Safety Division of Emergency Management Floodplain
Management Branch specifically, Swimming Pcols in VE Zones. The pools are to be
installed per ES Report ER-2417 by ICSO Evaluation Services, Inc. The edge beam
and walkway section in Figure 1 provided the dead weight to resist flotation and
shows the extent of the concrete placed around the pool as a recommended
minimum. As evaluated by DC, the each pool installation has a balanced bouyancy
when the pool water level is below the adjacent ground water level. The allowable
level difference against buoyancy depends upon the size of the pool in area and in
capacity in gallons. If this difference is greater than the allowable the pool has the
potential of becoming buoyant and floating. It is reported that the Able Installations
method of installing pools uses the recommended section in Figure 1, often an
additional 3.5-inch of concrete on the top of the coping. The additional dead weight
increases the level difference. For this evaluation, Figure 1 will be used as Detail "A"
as the basis of all edge beams and dead weight.
As indicated in ER-2417 for the fiberglass one-piece swimming pool, the pool design
RECEIVED
DCM WILMINGTON, NC
February 10, 2005 3 2016 Page 1 of 3
76MS05B JUN 2

r1 rT DUDEK CONSULTING, psca
PO Box 2882
WILMINGTON, NC 28402
(910) 762-ISIS iris
[phone] FX
NEv4 HAiJOYcR :;':2 i s f`
PL.ANNINv & ZOtii
requires tnti pool to remain full of water at all times. The pool shell may be damaged
if the water level is allowed to drop below the pool skimmer. As shown above, the
dead weight associated with the recommended Figure 1 will bring the water level
DOW,! iha ,,ocl skimmer if the ground water lever were at the surface or grade. The
mpiication is that the pool liner will crack and allow ground water to enter the poet
from below and raise the pool level to the level of the ground water.
0 was reported by San Juan Products that their pool liner would fail in tension when
the modulus of rupture is exceeded and thereby crack the bottom of the pool liner
ralievin5 ti a uplifting pressure and preventing flotation. The modulus of rupture is a
Nexural ter pile stress that is comparable to the real axial tension strength of th.:
tnateriai. With the perimeter of the pool weighted down by the concrete liner at the
center of ice pool begins to experience membrane tensile forces. The bending and
stretching in the liner at the center of pool creates a tensile stress that, by the
manttiacturar, will cause failure before beginning to lift the entire pool liner.
For this evzivation. three sizes of pools were used to determine the acceptable level
d"Iferarce c,etween the pool water ievel and the ground water Level. As shown in the
atiashmenta, the level differences are as follows:
Small pool difference 2,650 gallons 45.3 inches Detail "A
Middla poo? difference 6,500 gallons 12.5 inches Detail 'A"
17.3 inches Detail "B"
Large pool difference 22,000 gallons 7.5 inches Detail `A'
10.4 inches Detail `B
1 t.5 inches Detail "C
t a wa' _r ievci imbalance €esa than any of the above depths for the respective
,1--AV, t:-5 ;)ooi installation is not in jeopardy of flotation, It is noted that the water
svel usuali+r is kept near the skimmer level and this is usually within 12-inches of the
too: deck Ivvei. In the situation when the ground water level is at the surface of the
,un'oundinp grade, when the water is at the skimmer level there is no potential for
notation: excepi for the larger pools. When the ground water level is below the
surface of tote surrounding grade, the safety factor against flotation is increased. It is
--%pe:cted that rainstorms can raise the level of the ground water and at the same time
will' add to the pool level. In most of the possible options of water level differentia:,
Me pool hrt. = safety factor against flotation. In the option where the pool water level
is extremely luw end the ground water is high, it is expected that the pool liner will fail
first in tenv nn as a tear across the bottom liner of the pool before flotation occurs.
11. is eocommended that 000ls smaller than 7,000 gallons use Detail "A', pools smaller
Febrnexq 10, 2008 p�,� E I V E D
6 M305B DCtvl LLMINGTON, NC
JUN 2 3 2016

DUDEK CONSULTING, P.C.
PO Box 2882
WILMINGTON, NC 29402
(9101 762-1516 PH
[phone] FX
than 12,000 gallons use Detail "B' and pools smaller than 22, 000 gallons use Detail
It is the conclusion of this evaluation that a San Juan pool using the recommended
details for perimeter dead weight or anchorage are structurally acceptable for
installation against flotation by either the proper filling of the pool as recommended by
the manufacturer or by failure of the liner in tension to relieve the uplifting pressures
from below.
It has been our pleasure to provide you with the above evaluations. Please contact
DUDEK CONSULTING. P.C. if you have any questions or need additional information
concerning the above.
Sincerely yours,
DUDEK CONSULTING, PC
Robert A. Dudek, P.E.j. _
Structural Engineer, NC egistration No. 13202
Supporting Documents: Pages 20 of 20.
/O lfitL05
HE=CEIVED
DCM WILMINGTON, NC
JUN 2 3 2016
February, 10, 2005 Page 3 of 3
76MS05B