SW8010903_HISTORICAL FILE_20191120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

New Hanover County
Page 1 of i
PARID:R07600-006-178-000
NAMI HOTEL INC 5600 CAROLINA BEACH RD
119
Copyright 2007
http://etax.nhegov.comlarcgismaps/PrintMap.aspx?pageTypc=Datalet&imageFormat=PN... 8/ 19/2015

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Corporations Division
Page 1 of 2
North Carolina
Els.ine F msrsh,911 DEPARTMENT of THE
SecM#ery trECRETARY OF STATE
PO Box MW Mello, NO 2*2+84Xn OnD1907-2W0
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scheduled equipment upgrades.
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: NAMI HOTEL, INC.
Business Corporation Information
Sosid:
1160875
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
j Domestic
Date Formed:
7/28/2010
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Patel, Jayesh N.
Corporate Addresses
Mailing:
2011 Veasley Street
Greensboro, NC 27407
Princ+pal Office:
2011 Veasley Street
Greensboro, NC 27407
Reg Office:
2011 Veasley Street
Greensboro, NC 27407
Reg Mailing:
2011 Veasley Street
'Greece_-_nsbora,
NC 27407
Officers
Vice President] Secretary: Jayesh N, Patel
2011 Veasley Street
Greensboro NC 27407
President: Nayr an C. Patel
2011 Veasley Street
Greensboro NC 27407
Stock
Class: Common
0
http://www.secretary.state.nc.us/Search/profcorp/9568882 8/19/2015

V SOS 1 D: 1160875
Date Filed: 4/21/2015 8:59:00 AM
• 4 J
CD-479 (So) Business Corporation Annual Report Elaine F. Marshall
1p-22-13
North Carolina Secretary of State
' � ,
CA201.5 11.1 03563
Name of Business Corporation: NAMi HOTEL, INC.
Secretary of State ID: 1160875 State of Formation: NORTH CAR Fiscal Year. Ending:
0 I hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NCGS 55-16-22) has not changed and is therefore complete.
Section A: Registered Agent's Information
1 Name of Registered Agent:
i 4
2 Signature of the New Registered Agent:
islgnatum constimes mnsent to the appointment)
3 Registered Office Street Address & County 4 Registered Office Mailing Address
Section B: Principal Office Information
1 Description of Nature of Business:
2 Principal office Phone Number:
4 Principal Office Street Address & County
r
Section C: Officers (Enter additional Officers in Section E.)
Name: Name:
Title: Title:
Address: Address:
Section D: _Certification
listed under Section C, or a pors,
3 Principal Office Email:
5 Principal Office Mailing Address
Name:
Title:
Address:
Jai Report Section D must be completed in its entirety and signed by a person
for an entity listed under Section C.
signolrre.(— roust be signad by an officer of oorporafioni
VV 'J� yAP-sh 'Af 10/, i C,)
Print or Type Name of officer
3�11�2ar�
Date
P7ZS t eh'�
Tipe
NCCZ0501 12I17113

N w` .,
SOSID: 1160875
Date Filed: 4/11/2011 10:45:00 AM
Cp-479 50 Business Corporation North Carolina Annual
Elaine F. Marshall
North Carolina Secretary, of State
11-22.10
This report may be filed online at the Secretar of State website: www.
CA20112214251_S
Name of Business Corporation: NAMI HOTEL, INC.
Fiscal Year Ending: 12/31/10 State of Incorporation: NORTH CAROLINA
Month I Day I Year
Secretary of State ID Number: 1160875
EjI hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NCGS 55.16. 2) has not changed and is therefore complete.
Nature of Business: HOTEL MANAGEMENT
Registered Agent: JAYESH N. PATEL
Registered Office Mailing Address: 2011 VEASLEY STREET
County: GUILFORD City: GREENSBORO State: NC
Zip Code: 27407
Registered Office Street Address: 2011 VEASLEY STREET
County: GUILFORD City: G SBORO State: NC
Zip Code: 27407
Signature of New Registered Agent:
ignalure ii to n ni to the appointment)
Principal Office Telephone Number. (336) 55-0013
Principal Office Mailing Address: 5600 CAROLINA BEACH ROAD
City: WILMINGTON State: NC
Zip Code: 28412
Principal Office Street Address: 5600 CAROLINA BEACH ROAD
City: WILMINGTON State: NC
Zip Code: 28412
Name Title and Business Address of Principal Officers:
Name: NAYAN C. PATEL Title: PRESIDENT
Address: 2011 VEASLEY STREET
City: GREENSBORO State: NC Zip: 27407
Name: '4l eS h N • ' C' Title: v I CQ- t'1'exItjIll
Address: A 011 lit tt 4'sl Cy stv[ t r
City: GPMG'Yuip 61ro State: (\) C Zip: A-7 4 0 7
Name: Jb y e'j IJ • PA Title: S etrp-Ht
Address: a p l I a as S+ YCCh-
I
City: + rcerlbQ7p State: JQ C Zip: A-14 O 7
Certification of annual rep ri Imust be completed by all Business Corporations).
31 17,111
ne by an oilKer of Lion) Date
� h�--
or Piint Name Tale
NCCZMI 12)21nQ

C201020900013
SOSI D: 1160875
Date Filed: 7/28/2010 12:35:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201020900013
ARTICLES OF INCORPORATION
FOR
NAMI HOTEL, INC.
Pursuant to General Statute Section 55-2-02 of the General Statutes of North
Carolina, the undersigned does hereby submit these Articles of Incorporation for the
purpose of forming a business corporation.
1. The name of the corporation is NAMI HOTEL, INC.
2. The number of shares the corporation is authorized to issue is One Hundred
Thousand (100,000), all of one class, designated as common stock.
3. The street address and county of the initial registered office of the corporation is
2011 Veasley Street, Greensboro, North Carolina 27407, Guilford County.
4. The mailing address of the initial registered office is 2011 Veasley Street,
Greensboro, North Carolina 274.07.
5. The name of the initial registered agent is Jayesh N. Patel.
6. The name and address of the incorporator is J. Dewey Edwards, Jr., P.O. Box
1057, 219 New Bridge Street, Jacksonville, North Carolina, 28540.
7. These articles will be effective upon filing.
This the 27`h day of July, 2010,
or-p'" -1
L
J. ey Edward Jr.
In rporator

I
STORMWATER CALCULATIONS
SOUNDVIEW PARK
SURF CITY, NOR`I'I-1 CAROLINA
RECEIVED
NOV 0 2 2001
PROM # D�&l
PREPARED FOR:
TOWN OF SURF CITY
P.O. BOX 2475
SURF CITY, NORTH CAROLINA 28445
,'saa�etzor.,rr
n F0774 77 f/Ap��
n
n
b %a°°Qo f!�ttn° ^ • i�°� I I
. d}rta�t�eaaia►
PREPARED BY:
KEITH P. BULLA, P.E.
3202 BINFORD COURT
WLLMINGTON, NORTH CAROLINA 28405
[phone]

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RECEIVED
PROJ #
SE11,A)ING SCII EAW Llil'
For
Soundview Park
Topsail Township
Pentler County, North Carolina
Prepared For:
Town of Surf City
P.O. Box 2475
Surf City, North Carolina 28445
October J, 2001
Prepared lly:
Keith 1'. 111111ft, P.E.
3202 Rhiford Court
Wilmington, Nordi Carolinn 28405
(910) 7914724
NOV 0 2 2001

SEEDING SCIIh,DULE,
SOUND VIEW PARK
TOWN Or SURF CITI'
PENDER COUNT', NORTII C ROLINA
OCfOBER 4, 2001
1.0 PLANTING SPECIFICATIONS
Seeding, mulching, and conditioning of the soils on the subject site is to be performed to
North Carolina Department of Transportatioti requirenrews, Section 880, Standard
Specifications for Roads & Structures, with the following prop isions:
1.1 See1111g,11101 111g, curd conditioning shall be done on all earth areas disturbed or filled
by channel dredging, construction oras designated by the higirreer.
1.2 Sealing, mulching, and conditioning shall be accomplished as soon as possible afier
laird disturbance to stabilize the soils and prevent erosion. The soils shall be stabilized
perrimnenily between the months of April and hine. 11nor to perilianent seeding, the
soils shall be seeded, mulched, and conditioned 101' a temporarY grass cover as herein
Specified.
1.3 In order to prevent excessive soil erosion and siltation, a grass cover shall be
established as soon as possible following dredging and consu lctiolr operations. The
Contractor shall complete grading to Une proper final grade and then perfonlr seeding,
mulching, and conditioning as the final grading progresses or within 30 days thereof,
1111less there is a specific pert nlssible length of delay dLre to circui nstances beyond the
control of the Contractor.
1.4 Superficial scratching of the slope surface will not be sullicierrt seedbed preparation.
On 2:1 or- 12:1 slopes, a seedbed preparatlori Will be ralurl-al alrltroa0pi11g the degree
of preparation required on flatter areas as far as depth is concerned although the same
degree of mioothness of seedbed will not be rccµnrerl.
1.5 The kind of seed, the rate of application of seed, limestone, and fertilizer is as follows
(.Contrac(or will be responsible for perlorining tests of on -site soils):
1'�rlli}Urf1iD, Scedin- - Pall
Sccding Mixture Species: Rye (grain) hate (Il)/acre): 120
Seeding Dates: August 15 - December 30
Soil Ameiidnlcnts: follow recoms-:errdations of soil tests born the Ag1-icul1Lure
Extension Service for fertilizer mid lime application rates.
0

Mulch: Apply 4,000 lb/acre straw. Anchor -straw by tacking with asphalt, netting,
or a juulcl. anchor'!ng tool. A disk with Wi ;cs set ne<id), str"liglrt Can i,z used as a
mulch anchoring tool.
Maiaalenance: Repair mid referiilize daimwed areas immediately. Topdress with
50 Ildacre of nitrogen in March. ',f it is necessary to extend tenalxT-ary cover
beyond June 15, overseed with 50 Ib/acre Kobc.
Temporary. Scpdiii&- lAi(c Winter wid I-,p i S ria�g
Seeding Mixture Species: Rye (grain) Kate (lb/acre): 120
Annual lespedeza Rate (lb/;acre): 50
(Kobe)
Omit amoral lespedez�n when duration of temporary coven- is not to extend beyond
June.
Seeding Dates: December 1 - April 15
Soil Amendments: follow recommendations of soil tests from the Agriculture
Isxtensioo Service flor fertilizer and linic application rates.
Mlrlch, Apply 4,000 Ib/acre straw. Anchor- straw by tacking, with asphalt, netting.,
or a mulch anchoring tool. A disk with blades set nearly straight can be used as a
mulch anchoring loot.
Maintenance: Refertilize if growth is not fully adequate. Reseed, relertilize wid
niulch ianmediately following erosion or olhcr clanaage.

{
1.6
Tempor Seedin -Summer
Seeding Mixture Species: Gentian millet Rate (lb/acre): 40
Seeding Dales: April 15 - August 15
Soil Amendments: 17o11ow recon.mendati;mss of soil tests fi-om Illc Agriculture
Extensioc-, Service for' fertilizer and lisle ripplicafioll rates.
Mulch: Apply 4,000 Iblacre straw. Arichor straw by tacking with asphall, selling,
or a mulch turchoring too]. A disk ;Ath blades set nearly straight can be used as a
mulch anchoring 1001.
Maintenance: Refertifize if growth is notlolly adoquate. Reseed, refertilize arid
nmlch immediately following erosion or other damage.
Pentment Seeding
Seeding Mixture Species:
Pensacola Bahiagrass
Sericea Iespedem
Ceulipedegrass
Gerinan millet
Seeding Dates: April t - July 15
hate (lb/acre): 50
30
5
10
Soil Amendments: Apply lime and fer-tilizer according to soil tests from the
Agriculture Extension Service
Mulch: Apply 4,000 lb/acre grain straw or equivalent cover- of ,another suitable
mulch. Anchor by tacking; with asphalt, roving or netliug or by crimping with a
snitch anchoring tool. A disk with blades set nearly straight can be used as a
rmrlch anchoring tool.
Maintenance: Rel'ertilize the following April with 50 Ih/acre nitrogen. Repeat as
growth requires. May be mowed only once a year. Where a neat appearance is
desired, omit sericea and n1mv as oflen as deeded.
limestone shall contain riol less than 85 percent of calcium add rmgnesiurn
callmoates and shall conform to (lie following minimum standards: one hundred
percent (100%) must pass through U.S. Standard 10 mesh screen and forty percent
(40%) must pass through U.S. Standard 100 mesh screen.
Equipment to be used for the application, covering and compaction of limestone,
fertilizer, and seed shall be approved for that use. Ilpplication of seed and fertilizer in

water suspension or by air- blast methods will riot be permilled oil slopes Matter than
2:1. Should a hydraulic seeder be used for application of seed and Ceriili7Cr, the seed
shall riot remain in water containing r:•rlilizer for more than 30 minutes prior to
application.
1.7 Mulching - Mulch shall be spread uni{%Arnily over the area 1ry hand or by means of
appropriate mechanical spreaders or blowers to obtain tin application s;ilisl;ido►y to
the I-Lngincer• It is the intent of this specification that satislirctory applicalions shall
allow sonic stuilight to penetrate and air to circulate, but aiso partially shade the
ground, reduce erosion, and conserve moisture. Care shall be exercised to prevent
displacement of soil or seed or, other damage to the seeded area during mulching.
1.8 The Contractor shall be required to take sufficient precautions to prevent mulch
entering catch basins or pipe lines through displacement by wind, water, or, other
causes. The Coiitract�lr shall apply a sul icicnl amonnl cif nsplmlt to insure that the
mulch is properly held in place.
1.9 In the application of r iiilizcr in seeding operations, or in the application of asphalt
materials dtrnng mtilcl►ing operations, adequate precaution shall be taken to prevent
damage to concrete or metal structures. Such structures shall he adequately covered
or application methods changed so as to avoid damage. Where any damage occurs as
a result of (lie Contractor's failure to take adequate precautions, the Contractor will be
required to repair such damage including any cleaning that may be necessary before
final acceptance of the work.
1 • l0 Once art area has been seeded and mulched, the Contractor is required to take
adequate precautions to insure that all future construction operations do not damage
these areas. No pa}'Inertt will be made for repairs of any kind that are due to
negligence of the Contractor.
1.11 Fe►iilizer shall he the standard commercial product ol' analysis. All fertilizer shall be
delivered in bags bearing the maniifacitrrcr's name, (lie chemical analysis of the
project, and its weight. I f not used immedtalely a(ler delivery, fertilizer shall be stored
in a manner that will not allow it to harden or, destroy its eflectiyertcss.
1.12 Seed shall be certified seed or equivalent based on North Carolina Seed Iniprovement
Association requircrncnts liar cerliiicalioti. If the seed is riot grown in the state where
it is to be used, it shall meet the certification rcdtiirements of' the Seed improvement
Association for the state in which it is grown. All seed shill he furnished in scaled
standard containers. Seed which has become wet, moldy, or otherwise damage prior
to seeding, will not be acceptable,
1.13 Mulch shall be any of Ilse materials noted below;

4
A) Grain straw or dry hay: Mulch imperials which contain all excessive quantity
Of mature seal of noxious weed or other species which would hinder the
establishment of desirable vegetation will not be acceptable. Any )nulch
material which is in an advanced stage of decompospim as to srnodler or
retard growth of grass will not be acceptable.
B) Asphaltic adhesive; Asphaltic material to anchor straw Intllch shall be thin
enough to be blown from spray equipment. It shall be SS-1 emulsion or RS
liquid asphalt I or 2.
1.14 Seed: Furnish duplicate signed copies of a statement from vendor certifying that each
container of seed is fully labeled in accordance with the Seed Improvement
Association requirements for certification. This certificalion shill appear on, or with,
all copies of invoices for the seed. Each !r,l of seed will be subject to sampling and
testing at the discretion of the Engineer. Sampling and testing will be iri accordance
with the latest regulation under the Federal Seed Act.
1.15 Fertilizer and Lime: burnish duplicate copies of invoices I'or- alI fertilizer and lime
used on tale project. Invoices for fertilizer shall show the analysis and the quantity
11111lidled, Invoices for iinle shall show the percelttagc: ol, rnagnesiunl oxide and
quantity furnished. Upon completion of' the project, a final uhcck of Elie total
quantities of fertilizer and lime used will be made igainst the total area seeded and if
the :atcs of application have not been rllct, adcli;ional quai!i,iic, of the :c materials shall
be applied to make up the application specified.
1.16 Prior to or during grading, and tillage operations, the ground surface shall be cleared of
stumps, stones, roots, cable, wire, grade stakes, and other materials that might hinder
proper grading, tillage, seeding, or subsequent maintellance operations.
1.17 Grades on the area to be treated shall be maintained in a true sold even condition.
Maintenance shall include any necessary repairs to previously graded areas.
1.18 All graded areas shall be thoroughly tilled to a depth of at least flour inches by plowing,
disking, hrurowing, or other approved methods until the condition of the soil is
Acceptable. On sites whcre soil conditions are such that high clay content send
excessive compaction cause diftictihy in getting clods and lumps effectively
pulverized, the Contractor shall use rotary tillage machinery, until the mixing of the
soil is acceptable and no clods or clumps remain larger than 1-1/2 inches in diameter,
A firm and compact seedbed is required, and after being gradcd, the seedbed shall be
lightly compacted with a land roller such as a cultipacker, belbre and afler seeding.
All tillage operations shall be as near on flit contour as is practical, but in riot instance
up and down the slope,
1.19 l.,imestone, may be applied to the area prior to the prepa+-aticul of tile. seedbed, but in all .

cases, it shall he applied before seeding and thoroughly incorporated into the entire
depth of the prepared seedbed. 'file incotporalion of the lime may form a pall of the
tillage operation specified above.
1.20 •I7ne fertilizer shall be incosporated into the upper three or tour inches of the prepared
seedbed. This caul be clone just prior to the last tillage operation or just prior to
seeding, but in no case, will it be applied more than three days lrelore seeding or
before the lime is applied. Dismbution by means of an approved seed drill equipped
to sow seed and distribute ferl.ilizer at the wine time will be acceptable. "'hen
hydroseeding equipment is used for plaiting operations, fca-tilizer shall be applied
simultaneously with seed using lire above rate ofalpplicaliolr.
1.21 When eondltlons are such, by reason of draught, high winds, excessive mols(me, or
other environmental factors sine such that salisfgrclory results ate not likely to be
obtained, Ilse work shall be stopped and resumed only when conditions are favorable.
If inspection during seeding operations, or after there is a show of grcern, indicates that
strips wider than the splice between rows planted have been tell, of other areas
skipped, additional seed shall be sown on these areas.
1.22 Straw or hay mulch shall be anchored in place by unifOrmly spraying the straw with
the hereinbefore specified asphalt material at tlir rate of'0. 10 gallon per square yard.
1,23 'Ilhe area shall be protected against foot and vehicular trallic by erecting adequatu
barricades immediately after seeding is completed, and by placing wmiling signs of an
approved typo.
1.24 The Contractor shall be responsible for the proper care of the seeded area during the
period when Yegetatioa is being established. In the vent of an, erosive rain belbue an
adequate stand of' vegetal ion is established, (himaged areas shall '�e repaired, tinted,
fertilized, seeded, and mulched wholly at the Contractor's expense.

LE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
November 20, 2019
Nami Hotel, Inc.
Mr. jayesh N. Patel
5600 Carolina Beach Road
Wilmington, NC 28412
NORTH CAROLINA
Environmental Quality
Subject: APPLICATION RETURN
Nami Hotel, Inc. DBA Best Western Pius Wilmington/ Carolina Beach
New Hanover County
Dear Mr. Patel:
On November 14, 2019, the Division received an incomplete State Stormwater Management Application
for the project listed above. The application and check number 006856, in the amount of $505 are being
returned because the application package lacked the necessary elements to accept it for review.
It appears that this application is in response to the Notice of Deficiency issued for The Palms at Dunhill,
permit number SW8 010903, which was written to both The Palms at Dunhill Owners Association, Inc.
and Nami Hotel, Inc. on August 22, 2019. Though any parcel that is sold to an entity in that development
other than its permittee must obtain an Offsite State Stormwater Permit as you have applied for, the SW8
010903 permit must be modified along with this permit application. For instance, the current permit
SW8 010903 permit does not contain an impervious allocation for this lot, and so I cannot yet issue a
permit for that allocation. Please contact an engineer to guide you through the process of both fixing the
issues with that permit as well as applying for offsite permits that have been subdivided and sold inside
the SW8 010903 project area.
Please visit DEMLR's website at https:I/deq.nc.gov/about/divisions/energymineral-land=
resources energy-mineral-land-permitslstormwater-permits/forms to download the latest
available forms. Please provide the requested information and return the package to the address
below. Note that the 90-day statutory permit review time begins upon receipt of a complete
application. If you have any questions, please do not hesitate to call me at [phone] or email
me at [e-mail].
Since, ly,
x
ell J hnso
En`viro 4e al Engineer
CTGDS/kpj: \\\ Permits & Projects\Application Returns\2019 11 Beast Western Carolina Beach
\\\Permits & Projects\2001\010903 HD\2019 11 letter 010903
enc: SW8 010903 State Stormwater NOD, August 22, 2019
Application documents for the subject project
cc: Wilmington Regional Office Stormwater File, SW8 010903
D�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
EWilmington Regional office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
�iH cH♦dxu
°+�••� /�� 910.796.7215

-oat 41 w3bb 1)ov IQU, C) _
wo
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LIN

ROY COOPER
Governor
MICHAEL S. RECAN
Secretary
S. DANIEL SMITH
oireaor
August 22, 2019
NORTH CAROLINA
Environmental Qualify
The Palms at Dunhill Owners Association, Inc. (property owner-R07600-006-179-000)
Attn: John Hutchings, Registered Agent
c/o 8120 Lakeview Drive
Wilmington, NC 28412
Nami Hotel, Inc. (property owner - R07600-006-1.78-000)
Attm Jayesh N. Patel, Registered Agent and Vice President
2011 Veasley Street
Greensboro, NC 27407
Subject: Notice of Deficiency and Request for Additional Information
NOD 2019-PC-185
Stormwater Permit No. SW8 010903
The Palms at Dunhill
New Hanover County
Dear Messrs. Hutchings and Patel:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until
they are modified. Please note that this Notice of Deficiency references DEMLR as the Division
responsible for issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any
development approval issued by the former Division of Water Quality under Article 21. of Chapter
143 of the General Statutes, which was current and valid at any point between January 1, 2008, and
December 31, 2010. The law extended the effective period of any stormwater permit that was set to
expire during this time frame to three (3) years from its current expiration date. On August 2,
2010, the Governor signed Session Law 201.0-177, which granted an extra year for a total of four
(4) years extension. Accordingly, this permit's expiration date, which was originally set to June 22,
2014, was extended to June 22, 2018, but has since expired.
On August 1.9, 2015, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) conducted a file review and inspection of the wet detention pond that serves
both The Patens at Dunhill located at 5610 Carolina Beach Road and Nami Hotel, Inc. at 5600
Carolina Beach Road in New Hanover County to determine compliance with Stormwater
Management Permit Number SW8 010903 originally issued on January 16, 2002 and later modified
on June 22, 2004. DEMLR file review and site inspection revealed that the stormwater facility was
not in compliance with the terms and conditions of the permit at that time. You were both copied
on the Division's Notice of Inspection letter to Palm Beach Development Group, LLC, dated
September 3, 2015. None of the information requested on September 3, 2015 has been submitted
to DEMLR and none of the affected parties has contacted the Division to discuss the situation.
As the successor property owners, it now falls to both of you to address the current permit
compliance issues. A followup file review inspection was conducted on August 20, 2019. The
following compliance issues were noted:
North Carolina Department of Environmental Quality j Division of Energy, Mineral and Land Resources
D- E Q 7> Wilmington Regional Office 1 127 Cardinal Drive Extension 1 Wilmington, North Carolina 28405
NORfkHGMQ[JNx
910.796.7215

State Stonnwater Permit No. SW8 010903
Page 2 of 3
r
FORECLOSURE LDISSOLVED LLC / MAILING ADDRESS CHANGE
The original perrnittee, Palm Beach Development Group, LLC, sold the 2 subject tracts to different
entities. The condominium tract (Lot 2R) was sold to H&S Development of Wilmington, LLC on April
21, 2004, subject to that Private Easement Agreement recorded on March 12, 2004 in DB 4286 at
Page 111 of the New Hanover County Register of Deeds. A map showing the location of the
easement was recorded on March 12, 2004 in Map Book 45 at Page 327 of the New Hanover County
Register of Deeds. H&S Development of Wilmington, LLC, then conveyed the condominium to The
Palms at Dunhill Owners Association, Inc. on January 28, 2005. The mailing address currently on
file with the NCSOS for the Association has not been updated since it was created on January 28,
2005. It is the responsibility of the Palms at Dunhill Owners Association, Inc., to update the NCSOS
with a current mailing address and to notify the Division of the new mailing address.
The hotel tract (Lot 1R) was sold to Nami Hotel, Inc. on September 22, 201.0, also subject to'the
Private Easement Agreement recorded on March 12, 2004 in Map Book 45 at Page 327 of the New
Hanover County Register of Deeds. The deed to Nami Hotel was executed pursuant to that Chapter
11 Case No. 10-03434-8-SWIM entered in the US Bankruptcy Court on September 1, 2010, which
approved the sale of the property. Palm Beach Development Group', LLC was later dissolved by the
NCSOS on February 28, 2013.
MAINTENANCE
The pond has not been maintained. The pond sits on the referenced property currently owned by
The Palms at Dunhill Owners Association, Inc. As part of the Private Easement Agreement, the
original owners of the referenced parcels, Palm Beach Development Group, LLC, and H&S
Development of Wilmington, LLC, agreed for themselves and their successors and assigns, to
equally share in the cost associated with the maintenance of said easement. As per the recorded
agreement, it is the responsibility of both entities, as successor owners, to provide the necessary
maintenance for the pond that serves as the permitted Stormwater Control Measure to treat the
runoff from both tracts.
PERMIT EXPIRATION AND RENEWAL
The permit expired on June 22, 2018 and has not been renewed. It is the responsibility of the Palms
at Dunhill Owners Association, Inc., as the owner of the property that contains the pond, to subrrtit a
permit renewal application and a $505.00 fee to the Division. You should be aware that the
operation of a stormwater treatment facility without a valid permit is a violation of NCGS 143-215.1
and may result in appropriate enforcement action being taken against both The Palms at Dunhill
Owners Association and Nami Hotel, Inc., including the assessment of civil penalties.
PERMIT TRANSFER
The permit must be transferred to The Palms at Dunhill Owners Association, Inc. since they own the
referenced property that the pond sits on. The referenced parcel of land that the Nami Hotel, Inc.,
currently occupies will be assigned a maximum BUA limit in that permit.
It will be the responsibility of the Palms at Dunhill Owners Association, Inc., to submit a completed
and signed Permit Transfer Application Form, $505.00 fee, and a signed Operation and
Maintenance Agreement to the Division.
It will be the responsibility of.Nami Hotel, Inc., to submit a separate permit application and receive
an individual "Offsite" permit which will give that entity permission to use the pond that will be
permitted to The Palms at Dunhill Owners Association, Inc.
Isach permit to be issued will reference the previously recorded Private Easement Agreement which
provides the legal basis for both parties to understand that they are equally responsible for
maintaining the wet detention pond located within the Private Drainage Easement area that treats
the runoff from both properties.

State Stormwater Permit No. S WS 010903
Page 3 of 3
The requested renewal and transfer applications can be submitted concurrently with separate
checks for the individual fees and should be received by this Office prior to September 22, 2019. If
you need additional time to submit the information, please mail or email your request for a tirne
extension to the Division at the mailing address or email address provided at the end of this letter.
The request must indicate the date by which you expect to submit the required information which
shall be no more than 1.5 days beyond the original due date.
Please include the appropriate documentation and separate fees, with the permit transfer
application and the permit renewal application. Please reference the State assigned permit number
on all correspondence. Any documents that need to be signed must be provided to the Division
with the original signature. Photocopied signatures are not acce tab! .
You should be aware that failure to respond to this written request for information and failure to
provide the requested documents by the due date cited above are violations of NCGS 143-215.1 and
may result in appropriate enforcement action being taken against both The Palms at Dunhill
Owners Association and Nami Hotel, Inc., including the assessment of civil penalties.
The permit renewal application form and the permit transfer application form are available on our
website at: https://deq.nc.gov/about/divisions/energy-rnineral-land-resources/energy-mineral-
land-r•trles stormwater- ro ram ost-construction.
If you have any questions concerning this matter, please feel free to call Linda Lewis in the
Wilmington Regional Office of DEMLR at (91.0) 796-7215.
Sine rely,
Fr S. Daniel Smi'trector
Division of Energy, Mineral and Land Resources
Enclosures: August 19, 2015 Compliance Inspection Report
GDS/arl: G:\\\Stormwater\Permits & Projects\2001\010903 HD\201.9 08 NOD 010903
cc: Jimmy Fentress, P.E., Stroud Engineering
Wilmington Regional Office Stormwater File

North Carolina Secretary of State Search Results
Page l of i
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Non -Profit Corporation
Legal Name
THE PALMS AT DUNHILL OWNERS ASSOCIATION
Information
Sosld: 0763378
Status: Current -Active
Annual Report Status: Nat Applicable
Citizenship: Domestic
Date Formed: 1/28/2005
Registered Agent: Hutchings, John, K
Addresses
Mailing
1800 Canal Dr
Principal Office
1800 Canal Dr
Carolina Beach, NC 28428 Carolina Beach, NC 28428
Reg Mailing
1800 Canal Dr
Carolina Beach, NC 28428
Reg Office
1800 Canal Dr
Carolina Beach, NC 28428
https://www.sosnc.gov/online services/search/Business_Registration_Results 8/21/2019

,i
4V
FOR REGISTRATION REpifiTER OF _EOS
NEI. OVFR COUNITY. N
2*4 A?R 21 94 U11 I
BK:4266 9:111-114 F'EE:0,1110
MRS I INN
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
PRIVATE DRAINAGE EASEMENT
This AGREEMENT executed this 20 day of April, 2004, by and between Palm
Beach Development Group, LLC, a North Carolina limited liability company hereinafter
referred to as "Palm Beach", and H & S DEVELOPMENT OF WILMINGTON, L.L.C.,
hereinafter referred to as °H & S":
WHEREAS by Deed recorded in Book 3045, Page 243 the New Hanover County
Registry, Palm Beach was coneyed a 3.2 acre tract of land in New Hanover County
and by Deed recorded in Book ✓ , Page ✓ of the New Hanover
County Registry; H"&-S was conveyed Tract za, as shown in Map Book %
45 , Page 327 , which is adjacent to the tract owned by Palm Beach; and,1
WHEREAS, the parties have established a private drainage easement servicing
the tracts owned by Palm Beach and H & S as shown on Map Book 45, Page 327 and
have agreed, for their mutual benefd, to"equally-share- in- the- cost -associated with—�t elmaintenance°4aid easement. 1
i
WHEREAS, Stroud Engineering, P.A. has designed and drafted the plans and
specifications for the hereinabove referenced easement, as attached hereto as Exhibit
A and incorporated herein by reference.
NOW, THEREFORE, Palm Beach and H & S, for their mutual and respective
benefit agree as Follows:
That the hereinabove described real properties shall be subject to that drainage
easement as shown on Map Book 45, Ppge 327 and as described in Exhibit "A" and
said -easement -shall -run -with'the-fan d- an inding-on-the parties,, their successors -and]
Palm Beach and H & S for themselves, their successors and assigns, hereby
agree that they will equally share in the expense and costs associated with the
easement as attached hereto in Exhibit A and agree to divide and pay their one-half of
the costs and expenses associated with said easement within five days of being
presented with a statement for services and/ or materiah said costs to include but not be
limited to upkeep, maintenance and improvements.
This the 20th day of April, 2004.
PALM BEAC
By. `5
o u c ngs, r na em er
H EVEL07EN f OF WIL ON, LLC 'r 0S of ZC45 P"/J u '
X

0
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
i, Susan P. Price , a Notary Public in and for the State and County
aforesaid, hereby certify that JOHN K. HUTCHINGS personally appeared before me
this day and acknowledged that .he is a Member/Manag i of Palm Beach
Development Group, L.L.C., a North Carolina Limited Liability Company and that by
authority duly given and as the act of the company, the foregoing Instrument was signed in
its name by JOHN K. HUTCHINGS, Member/Manager.
WITNESS my hand and notarial stamp or seal, this the 20 day of April
?iL(n 2004.
Notary PublicnNOTARY)
My Commission Expires: 12/02/06STATE OF NORTH CAROLINA it
COUNTY OF NEW HANOVER
I, Susan P. Price , a Notary Public in and for the Sti -
aforesaid, hereby certify that MARK R. SIMPSON personally appeared ore me
this day and acknowledged that he is a Member/Manager of H & S
DEVELOPMENT OF WILMINGTON, L.L.C., a North Carolina Limited Liability Company
and that by authority duly given and as the act of the company, the foregoing instrument
was signed in its name by MARK R. SIMPSON, Member/Manager.
WITNESS my hand and notarial stamp or seal, this the 20 day of April
2004.
Notary Public
My Commission Expires: 12/02/06,,
140TAAr
-..I-
PUBLIC

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-0 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone] UHI131T "A"
LEGAL DESCRIPTION
FOR
PALM BEACH DEV. GROUP, LLC
PRIVATE DRAINAGE EASEMENT ON LOT 2R
MAP-BOOK-45, PAGE127---]
NEW HANOVER COUNTY REGISTRY
0.437 ACRE TRACT
Commencing at a point in the southerly right-of-way line of Dunhill Lane (S.R. 2585, 60-foot wide
public right-of-way). Said point being in the dividing line between Lot 1 R and Lot 2R as shown on
a recombination map for "Palm Beach Dev. Group,LLC" recorded in Map Book 4S Paue 3Z7 in the
New Hanover County Registry and being the POINT OF BEGINNING;
Thence, from said point of beginning with said dividing line of Lot I and Lot 2R, South 11
degrees 29 minutes 10 seconds West a distance of 15.00 feet to a point. Thence North 78 degrees
56 minutes 45 seconds West a distance of 242.90 feet to a point. Thence South 9 degrees 06
minutes 09 seconds West a distance of 119.68 feet to a point in the northerly line of a variable
width public drainage and utility easement as shown on said map for "Palm Beach Dev.
Group,LLC". Thence, with said easement line, North 67 degrees 03 minutes 31 seconds West a
distance of 130.80 feet to a point in the easterly right-of-way line of Chilmark Court (S.R. 2586,
60-foot wide public right-of-way). Thence, with said easterly right-of-way line, North 9 degrees 06
minutes 07 seconds East a distance of 107.73 feet to a point in aforesaid southerly right-of-way line
of Dunhill Lane. Thence, with said southerly right-of-way line South 78 degrees 56 minutes 45
seconds East a distance of 370.60 feet to the POINT OF BEGINNING: Containing 0.437 acres,
more or less and being that area shown as private drainage easement on Lot 21Z on Map Book 45 at
Page 327.
f:/master/pw-2831wpd/delgl.doc
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY, 24
GREENVILLE, NC 27858 WILMINGTON. NC 28403 MOREHEAD CITY, NC 28557
(252) 7W9352 [phone] [phone]

REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Flied For Registration: 04/21/2004 04:21:04 PM
Book: RE 4286 Page: 111-114
Document No.: 2004020070
ESMNT 4 PGS $20.00
Recorder: NANCY A SCOTT
MMf�RR*iffHfMfiN�M��HIMR/t11M#fRR*ktM#Rki*k#wrf#tkw Ri�RtRRMRRR1t
State of North Carolina, County of New Hanover
The foregoing certificate of SUSAN P PRICE Notary is certified to be correct This 21 ST of April 2004
REBECCA T. CHRISTIAN , REGISTER OF DEEDS
Deputyk4selegant,Register
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2004020070*
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FOR REGISTRATION REGISTER OF DEEDS
REBi CCA T. C4iRISTIM
NEW HRNOVER COUNTY NO
2004 MAR 12 03: O: �B PM
BK:45 PG:327-328 FEE:121.m
NUN I NO
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MAP INDEX
pr,-,
Name of Map
lv- C-) �
OwnelN Name
Type of Map: 1/ Subdivision
P
Condo
Highway
C
Book Page(s)� -:� a--) .
Number of Pages
Recorded By:
2004012286
C
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Deputy/Register of Deeds

l�1
REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
!R***!*1r*****iRll RRRR*YR****R*!*RR**ff*fYfflY*lf/fi*+!4lYlY�M!!Y****fRiki!**fftlfff******f*f*Yi1lR**#*RY*RR**R**R**iRR*iR**
Filed For Registration:
Book:
Document No.:
0311212004 03:18:38 PNI
PLAT 45 Page: 327-328
2004012286
PLAT 2 PGS $21.00
Recorder: LIESEL WARD
State of North Carolina, County of New Hanover
REBECCA T. CHRISTIAN , REGISTER OF DEEDS
By: 4�" -9-1 �Z"
Deputy/A Register of Deeds
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2004012286*
2004012286

North Carolina Secretary of State Search Results
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Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form
Business Corporation
Legal Name
Beach Ride Inc
Information
Sosld: 0452563
Status: Multiple
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 3/6/1998
Registered Agent: Hutchings, John
Addresses
Reg Office
1800 Canal Drive
Carolina Beach, NC 28428
Officers
Stock
Class: COMMON
Shares: 10000
No Par Value: Yes
Reg Mailing
PO Box 1683
Carolina Beach, NC 28428
https://www.sosne.gov/online_services/search/Business_Registration—Results 8/21 /2019

North Carolina Secretary of State Search Results
Page 1 of 1
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Non -Profit Corporation
Legal Name
The Gardens Owners Association, Inc.
Information
Sosld: 0894249
Status: Current -Active
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 1 /24/2007
Registered Agent: Hutchings, John
Addresses
Mailing
5600 Carolina Beach Road
Wilmington, NC 28412
Reg Mailing
5600 Carolina Beach Road
Wilmington, NC 28412
Principal Office
5600 Carolina Beach Road
Wilmington, NC 28412
Reg Office
5600 Carolina Beach Road
Wilmington, NC 28412
https:l/www.sosnc.gov/onIine_services/search/Business_Registration_Results 8121 /2019

New Hanover County Page 1 of 1
PARID: R08410-002-022-000
HUTCHINGS JOHN KIPPAX JR VANDA M 8120 LAKEVIEW DR
Parcel
Alt ID
312107.79.2906.000
Address
8120 LAKEVIEW DR
Unit
City
WILMINGTON
Zip Code
-
Neighborhood
A2G60
Class
RES-Residential
Land Use Code
10-1 Fam Res
Living Units
1
Acres
Zoning
R-1 5-RESI DENTIAL DISTRICT
Legal
Legal Description
Tax District
Owners {On January1st}
LT 325 THE CAPE SEC 7
FD
Owner
HUTCHINGS JOHN KIPPAX JR VANDA M
City
WILMINGTON
State
NC
Country
Zip
28412
THE DATA IS FROM 2019
https://etax.ahcgov.com/pt/Datalets/PrintDatalet,aspx?pin=R08410-002-022-000&gsp=PR... 8/21 /2019

��r
��'f�� BUSINESS CORPORATION ANNUAL REPORT
�•a;,,, y � pb
10-2017
NAME OF BUSINESS CORPORATION: NAMI HOTEL, INC.
SECRETARY OF STATE ID NUMBER: 1160875 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 1 2/,31 /2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Patel, Jayesh N.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Only
E - Filed Annual Report
1160875
CA201910212327
4/12/2019 05:05
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2011 Veasley Street
Greensboro, NC 27407 Guilford County
SECTION B: PRINCIPAL OFFICE INFORMATION
2011 Veasley Street
Greensboro, NC 27407
1. DESCRIPTION OF NATURE OF BUSINESS: Hotel Management
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
5. PRINCIPAL OFFICE MAILING ADDRESS
2011 Veasley Street 2011 Veasley Street
Greensboro, NC 27407 Greensboro, NC 27407
6. Select one of the following if applicable. (Optional see instructions)
ElThe company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section F.)
NAME: Navan C. Patel
TITLE: President
ADDRESS:
2011 Veasley Street
Greensboro, NC 27407
NAME: Jayesh N. Patel NAME:
TITLE: Vice President TITLE:
ADDRESS:
2011 Veasley Street
Greensboro, NC 27407
ADDRESS:
SECTION D: CERTIFICATION, OF ANNUAL REPORT. Section D must be completed in its entirety by a persontbusiness
en ti Y.
Jayesh N. Patel 4/12/2019
SIGNATURE
Form must be signed by an officer listed under Section C of this form.
DATE
Jayesh N. Patel Vice President
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically,
MAIL TO: Secretary of State, Business Registration Division. Post Office Box 29525, Raleigh, NC 27626-0525

New Hanover County
Page t of 1
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PARIb:R07600-006-179-000
PALMS AT DUNHILL OWNERS ASSN 5610 CAROLINA BEACH Rb
Copyright 2007
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Corporations Division
Page 1 of 1
Haft Carona
Elaine F. Marshall DEPARTMENT aFTHE
Secmtary SECRETARYOFSTATE
1P013ot 2= Raleigh, NO 27BM06n (919)8D7-2W0
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View Document Filings
Corporate Names
Legal: THE PALMS AT DUNHILL OWNERS ASSOCIATION
Non -Profit Corporation Information
Sosld: 0763378
Status: —; Current -Active
Annual Report Status: Not Applicable
Citizenship: _ IlDomestic
Date Formed: 1/28/2005
Fiscal Month: December
State of Incorporation: NC
Registered Agent: :;Hutchings, John J
Corporate Addresses
Mailing:
1800 Canal Dr.
Carolina Beach, NC 28428
Principal Office:
'11800 Canal Dr
Carolina Beach, NC 28428
Reg Office:
1800 Canal Dr
Carolina Beach, NC 28428
Reg Mailing:
j,1800 Canal Dr
Carolina Beach, NC 28428
http://www.secretary.state.nc.us/Search/profcorp/7682305 8/19/2015

SOSID: 763378
Date Filed: 1 /28/2005 10:27:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200502400148
ARTICLES OF INCORPORATION
OF
THE PALMS AT DUNHILL OWNERS ASSOCIATION
In compliance with the requirements of the Nonprofit
Corporation Act, North Carolina General Statutes, Chapter 55-
A, the undersigned natural person, a resident of the State of
North Carolina and eighteen (IS) years of age, and more, has
hereby formed a corporation, not for profit, and does hereby
certify that:
ARTICLE I
The name of the corporation is The Palms at Dunhill
Owners Association, hereinafter called the "Association".
ARTICLE II
The period of duration of the corporation is unlimited
and perpetual.
ARTICLE II I
The purpose for which the Association is organized is to
provide a nonprofit owners association composed of the record
owners of condominium units located upon that certain tract or
parcel of land taken or developed from the property known
generally as The Palms at Dunhill, A Condominium, and more
particularly described in that Declaration of Condominium for
same filed in the New Hanover County Registry.
The Association shall provide for the care, protection,
maintenance, preservation and architectural control of the
development subject hereto and shall promote the health,
safety and welfare of the residents thereof, and in
furtherance of these responsibilities the Association shall:
a. Own, maintain, preserve and care for all of the
entrance areas, conservation areas, all common areas,
retention ponds and amenities, if any, and the improvements
thereon, of the real property subject hereto;

b. perform and exercise all of the rights, duties,
privileges and powers delegated to the Association by the
provisions of those certain Declaration of Condominium for
said condominium, hereinafter referred to as the
"Declaration", applicable to the real property subject thereto
and recorded or to be recorded in the Office of the Register
of Deeds of New Hanover County, North Carolina; said
Declaration being incorporated herein as if set forth at
length;
C. have, exercise and perform any and all powers,
rights, privileges and duties which a corporation organized
pursuant to the provisions of the Nonprofit Corporation Act of
the State of North Carolina by law now or hereafter may have
or exercise;
d. fix, levy, collect and enforce payment by any lawful
means, all charges or assessments pursuant to the terms of the
Declaration; to pay all expenses in connection therewith and
all office and other expenses incident to the conduct of the
business of the Association., including all licenses, taxes or
governmental charges levied or imposed against the property of
the Association;
e. acquire (by gift, purchase or otherwise), own, hold,
improve, build upon, operate, maintain, convey, sell, lease,
transfer, dedicate for public use or otherwise dispose of real
or personal property in connection with the affairs of the
Association;
f. borrow money, and with; the assent of two-thirds
(2/3) of the members mortgage, pledge, deed in trust, or
hypothecate any or all of its real or personal property as
security for money borrowed or debts incurred;
g. dedicate, encumber, alien, sell or transfer all or
any part of the Common Area to any public agency, authority or
utility for such purposes and subject to such conditions as
may be agreed to by the members. No such dedication or
transfer shall be effective unless an instrument has been
signed by two-thirds (2/3) of the members agreeing to such
dedication, sale or transfer.
2

ARTICLE Iv
Every person or entity who is a record owner of a fee or
undivided fee interest in any condominium unit in The Palms at
Dunhill, A Condominium shall be a member of the Association.
The foregoing is not intended to include persons or entities
who hold an interest merely as security for the performance of
an obligation. Membership shall be appurtenant to and may not
be separated from ownership of any unit which is subject to
assessment by the Association.
ARTICLE V
The Directors of the Association shall be elected by the
members of the Association in the manner provided by the
Declaration or By -Laws of the Association.
ARTICLE VI
No part of the net income of the Association shall inure
to the benefit of any officer, director or member of the
Association. Upon dissolution of the Association the assets
thereof, after all of its liabilities and obligations have
been discharged or adequate provisions made therefor, shall be
dedicated to an appropriate public agency to be used for
purposes similar to those for which this Association was
created. In the event that such dedication is refused
acceptance, such assets shall be granted, conveyed and
assigned to any nonprofit corporation, association, trust or
other organization to be devoted to such similar purposes, so
long as in accordance with N.C.G.S. 55A-14-03.
ARTIQLE V11
The address of the initial registered office of the
Association is 1800 Canal Drive, Carolina Beach, New Hanover
County, North Carolina 28428, and the name of the initial
registered agent at such address is John J. Hutchings.
3

ARTICLE VIII
The principal office of the Association is located at
1800 Canal Drive, Carolina Beach, New Hanover County, North
Carolina 28428.
ARTICLE IX
The Association shall have two classes of voting
membership:
Class A: Class A members shall be all Owners and shall
be entitled to one vote for each unit owned. When more than
one person holds an interest in any unit, all such persons
shall be members. The vote for such unit shall be exercised
as they determine, but in no event shall more than one vote be
cast with respect to any unit.
Class B: The Class B member(s) shall be Palm Beach
Development Group, L.L.C. and shall be entitled to three (3)
votes for each unit owned. The Class 8 membership shall cease
and be converted to Class A membership on the happening of
either of the following events, whichever occurs earlier:
(a) when the total votes outstanding in the Class A
membership exceeds the total votes outstanding
in the Class B membership; or
(b) on December 31, 2009.
ARTI2LE X
The number of Directors constituting the initial Board of
Directors shall be two (2), and the names and addresses of the
persons who are to serve as Directors until their successors
are chosen and qualify are:
NAME ADDRESS
John J. Hutchings 1800 Canal Drive
Carolina Beach, NC 28428
4

Mark Simpson 1800 Canal Drive
Carolina Beach, NC 28428
ARTICLE XI
The name and address of the incorporator is:
F. Darryl Mills
5710 Oleander Drive, Suite 112
Wilmington, NC 28403
New Hanover County
IN WITNESS WHEREOF, t4 undersigned has hereunto set his
hand and seal as of the day of January, 2005.
l' (SEAL)
ARR MILLS, Incorporator
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
' a Notary Public
in and for the County of e p,� T and State
aforesaid, do hereby certify that F. DARRYL MILLS personally
appeared before me this'day and acknowledged the due execution'
of the foregoing instrument for the purposes therein
expressed.
WITNESS my hand and notarial seal, this the 17 day of
January, 2005.
My Commission Expires:
(AFFIX NOTARIAL SEAL)
C^ q�i A Y PUBLIC
ma's pVBL�G v
Z.
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11I I lots It,
5

Corporations Division
Page 1 of 1
Narth Cam) na
Elaine F. marshal! DEF ARTMEN r' OFTHE
Secreta►y SECRETARY OF STATE
tPO Ebx 29M Raleigh, NO 276264M (919160i-2000
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Corporate Names
Legal: H & S Development of Wilmington LLC
Limited Liability Company Information •
Sosld: 0713584
Status: .Current -Active
Annual Report Status: Current
Citizenship: Domestic --�--�
Date Formed: 2/26/2004
Fiscal Month: „� December
State of Incorporation: NC
Registered Agent: 'Simpson, Elizabeth
Corporate Addresses
Mailing:
7426 Janice Lane
Wilmington, NC 28411
Principal Office:
17426 Janice Lane
,Wilmington, NC 28411
Reg Office:
7426 Janice Lane
Wilmington, NC 28411
Reg Mailing:
j7426 Janice Lane
,,Wilmington, NC 28411
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: John K Hutchings
PO Box 16655
Wilmington NC 28408
,Manager: Elizabeth A Simpson
17426 Janice Lane
W\ ilmington NC 28411
http://www.secretary.state.nc.us/Search/profcorp/6198686 8/ 19/2015

vEP^ar E-Filed Annual Report:- LIMITED LIABILITY COMPANY 6198696
ANNUAL REPORT Do not data enter manually.
NAME OF LIMITED LIABILITY COMPANY: I1 & S Develapmenu of 3,71mington lJ,C
REPORl' FORTH E YEAR: 2015 STATT OF INCORPORATION: NC
SECRETARY OF S'[WIT, L.L.C. [D NUM131 R: 0713584
NA'1'URI OF BUSINI SS: real estate development
RGGISTF;RED AGEN'FSimpson, Elizabeth
REGISTERED OFFICE, MAILING ADDRESS: 7426 Jcmice Lane
Wilmington, NC 28411
R1;G15'I'1;RE;D Ol'F1CI S'I'R1;E'I' ADDRESS: 7426.1anice Loire
Wilmington, NC 28411 New Hannover Counly
PRINCIPAL 01;HCE'l'ELEPLIONE NUMBER: 910-443-0517
PRINCIPAL 01,HCE MAILING ADDRESS: 7426 Janice Lane
Wilminglon, NC 28411
PRINCIPAL OFFICE, STREET ADDRESS:
Company Officials:
Name:.lohn K Hutehinhs
Tr11e: Manager
Address:
PO Box 16655
Wihninuton. NC 28408
7426 Janice Larne
Wilminglon, NC 28411
Nome: Elizabeth A Simpson
Title: Manager
Address:
7426 Janice Leme
Wilmineton. NC 28411
CERTIFICATION OF ANNUAL REPORT' MUS'[' 13E COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Elizabeth A Simpson
FORM MUST BE SIGNED BY A MANAGERMEMBER
4/7/2015
DATE
Elizabeth A Simpson Manager
TYPE OR PRINT NAME TYPE OR PRINT'ITFLE
ANNUAL REPORT FEE: F-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

200402012169
FOR REGISTRATION REGISTER OF DEEDS
ESE T. CHR'STIRN
NEW µANOVER COUNTY HC
2004 APR 2j 04:21:�4 PM
8K:4286 p6:107-110 FEE 320.00
I5M I MUM
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: —0—
Parcel Identifier NA07600-006-179--000yerified by County on the day of 120
By: AlsoRe — — 0
MailBox to:
This instrument was prepared by: Ned M. Barnes, Atty, A-3 Pleasure Island Plaza, Carolina Beach,
- Brief description for the index: Tract 2R NC 28428 _ _ ^_ —
THIS DEED made this 20th day of April , 20L , by and between
GRANTOR
PALM BEACH DEVELOPMENT GROUP, LLC,
a NC limited liability company
GRANTEE
H & S DEVELOPMENT OF WILMINGTON, LLC,
a NC limited liability company
419 Marina Street
Carolina Beach, NC 28428
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of Township, New Hanover County,
North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT "A" INCORPORATED HEREIN BY REFERENCE
The property hereinabove described was acquired by Grantor by instrument recorded in Book 3045 page 243
A map showing the above described property is recorded in VI?Book 45 page 327
NC Bar Association Form No. 3 ® 1976, Revised ® 1977, 2002 + lathes Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the tide against the
lawful claims of all persons whomsoever, other than the followinipxceptions:
1. Rights of way and easements of record, any.
2. Zoning and/or subdivision ordinances and regulations.
3. Restrictive covenants of record, if any.
4. Ad valorem taxes for the year 2004 and subsequent years.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
(SEAL)
7-
z B (SEAL)
x
"T-fTLE: Manager/Member
(SEAL)
U
a
m
w (SEAL)
a
` ' ° ` s •` >. State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and
acknowledged the due execution of the foregoing instnment for the purposes therein expressed. Witness my
hand and Notarial stamp or seal this day of , 20
WMy Commission Expires:
Notary Public
State of North Carolina - County of New Hanover
±` 1 the undersigned No Public of the County and State aforesaid,A UTCHINGS
, a aatt
•�"""�CF VANDA M. HUTCHINGS, MARK R. SIMPSON _and E e e me this day and
acknowledged that they are ere of PALM REACH DEVELQMNT
NOTARY GROUP, LLC , a NC ampcmmtitwllimited liability company!
pwWnd* (strike through the inapplicable), and that by authority duly given and as the act of each entity,
�� he signed the forgoing instrument in its name on its behalf as its act and deed. Witness my hand and
BL
Notarial stamp or seal this 20 th day of Aril 2oQ4
4�a VE ►1 -(%"a +` � My Commission Expires: 12 / Q 2 / 05
Notary Public
� State of North Carolina - County of
0 I, the undersigned Notary Public ofthe County and State aforesaid, certify that
z
r
Witness my hand and Notarial stamp or seal this day of , 20 .
a
wMy Commission Expires:
�D Notary Public,
The foregoing Certificate(s) of is/are certified to be correct.
This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds
NC Bar Association Form No. 3 ® 1976, Revised ® 1977, 2002 * James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com

STROUD ENG11WERING, P.A.
0"ULTING ENGINEER4
102-D CINEMA DRIVE
WVMMIN0T1)N, NOR-rH c,6oum 2a4o3
(810) 81"res
F.%HIBIT "A"
LEGAL DESCRIPTION
TM
PALM BEACH DEV. GROUP, L:LC .
REVISING LOT 2 OR)
?4AP BOOK 42, PAGE 249
NEW HAaNOVER COUNTY REGISTRY
1.738, ACRE TRACT
Beginning at an existing iron pipe Lgcated at the intersection of the westerly right-of-way fine of t4c:
Service Road for Carolina Beach ]Road, US 421, (variable width right-of-way) and the southerty
right -of way line of Dunhill Road, -NCSR 2585, (60 feet wide public right-of-way) as shown on Al.
subdivision map entitled "Palm B�ach-Development Group, LLCM recorded in Map Book 42 at
Page 249 in the New Hanover Cou4ty Registry, said point being the northeasterly corner of Lot 1.
Thence along and with the southorl, right of way of.Dimhgl Road, North 78 degrees 56 minutes ,t`
seconds West a distance of 225.07 feet to an existing iron mbar, and being the POINT (IF
BEGLN!ANG;
Thence South 11 degrees 29 minutes 10 b000nds West a d_ isteuce of 254.30 60et, to an existiiis
iron rebar. Thence South 55 degrees 23 minutes 32 seconds Ease a distance of 224.66 feat, to ur
existing iron rebar located at the western right ofway line of.the Service Road for Carolina Bea Alt
Road. Thence along and with thel'Service Road right :of'way South 10 degrees 15 mimrtes 37
seconds West a distance of 16.46 &et, to an existing iron mbar. Thence departing £roil, the Servi:t.,
Road right of way North 55 degrbis 23 minutes 32 seconds West a distance of 495.59 feet to 3r1
eisting concrete monument. Thence North 72 degrees 1S minutes.29 seconds West a distance of
116.27 ibet to an existing iron raw located on the.eastern right of way of Chilmark Court, NCIL4,
2586, (50 feet wide public right4--way). Thence along W with the right of way of Chilmari:
Court North 09 degme9 06 nrinutep 08 seconds East a distance of 149.04 feet to an existing irm
rebar located at the south eastern bight of way intersection of Chilmark Court with Dunhill Rotid.
Thence proceeding along and with !the southern right of way of Dunhill Road South 78 degrees 56
minutest 45 seconds East a distance of 370.60 feat to an existing iron rebar and the POINT OF
BEGINNING; Contalnirig 1.738 a0vA more or less.
File FAmastelAPw-2831wpd11ot2r.d0c
107 (.1mmERCE ST. "�N
SUITE S 102-D CINEMA Dy
c3AEHayIu E, NC 27858 ! W&ANmtotl, NC
(212) 75&0392 I (010) 91&07i5 4�41
A
FIEST'RON PLAZATW.)
151-A HM. 24
MOREl EAU CITY. NC 21i6,11
(2m) 247-7479

I
t
LI
REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
rraraiarrrrrr►rrrrrrrrrrrrrrriimtrrrrrrrraa+rrrar�ra►fv
Filed For Reglatratlon: 04/21/2004 04:21:04 PM
Book: RE 4286 Page: 107-110
Document No.: 2004020069
'DEED 4 PGS $20.00
Recorder: NANCY A SCOTT
rrrrrirrrrrirrrrrrrr Rw1�RMrirt/r�w�rriRN*rir#/rrtr}e►+rer�wri►A►�lrrwi►irkMA#iRAiriiilMr*fw�YiiMYwwirrrilMi�►iiiMiifiliMisMi1N
State of North Carolina, County of New Hanover
The foregoing certificate of SUSAN P PRICE Notary is certified to be correct. This 21 ST of April 2004
REBECCA T. CHRISTIAN , REGISTER OF DEEDS
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2004020069*
2004020069

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Corporations Division
Page 1 of 1
Torch cardllna
jeaIn F. iwarshsl1 DEPARTMENT of TwE
Secmfary SECRETARY OF STATE.
CFO Box 2M. Raleigh. NO 27B28 M M9WT-=0
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scheduled equipment upgrades.
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report Form
Amend a Previous Annual Report
Corporate Names
Legal: Palm Beach Development Group L.L.C.
Limited Liability Company Information
Sosld: 0601279
Status: Admin. Dissolved
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 8/17/2001
Fiscal Month: I December
State of Incorporation: NC
Registered Agent: Simpson, Elizabeth
Corporate Addresses
Reg Office: 419 Marina Street
Carolina Beach, NC 28428
Reg Mailing: 5600 Carolina Beach Road
Wilmington, NC.28412
Mailing: 5600 Carolina Beach Road
Wilmington, NC 28412
Principal Office: 5600 Carolina Beach Road
,Wilmington, NC 28412
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: John K. Hutchings
5600 Carolina Beach Road
Wilmington NC 28412
http://www.secretary.state.nc.us/Search/profcorp/5362261 8/19/2015

,i�
NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
Elizabeth Simpson
Palm Beach Development Group L.L.C. (0601279)
5600 Carolina Beach Road
Wilmington, NC 28412
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF ADMINISTRATIVE DISSOLUTION
1, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
Palm Beach Development Group L.L.C.
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G_S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6703.
This the 28th day of February, 2013
Elaine F. Marshall
Secretary of State
Document Id: C201305900409

FOR REO 1:TRATION REOI5TER OF DEEDS
Ri:BECCR T. CNRI STIRN
NE4 NWIOVER COl1NTY NC
2A JAN 28 11:46:18 PM
BK:4653 PG:273-297 FEE183.30
MR0 1 =030
• -0,4 . •► WSJ MIKORUD•v + 1u1
DEVELOPED BY
H & S DEVELOPMENT OF WILMINGTON, LLC,
a North Carolina Limited Liability Company
PREPARED BY:
F. DARRYL MILLS
JACKSON, MILLS & CARTER, P.A.
5710 OLEANDER DRIVE, SUITE 112
WILMINGTON, NC 28403
[phone]

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
DECLARATION OF CONDOMINIUM
THE PALMS AT DUNHILL CONDOMINIUMS
THIS DECLARATION, made this the 26th day of January
2005 , by H & S DEVELOPMENT OF WILMINGTON, LLC, hereinafter
referred to as "DECLARANT";
KNOW ALL MEN BY THESE PRESENTS:
THAT, WHEREAS, the Declarant is the owner of record of the fee
simple title of certain real property located entirely in the
County of New Hanover, State of North Carolina, which is more
particularly described in Exhibit "A" hereto attached and
incorporated herein by reference; and
WHEREAS, the Declarant is the owner of a multi -unit building,
and certain other improvements heretofore constructed upon the
aforesaid property; and
WHEREAS, it is the desire and the intention of the Declarant
to market, sell and convey interests in the property and the
improvements thereon as a condominium project pursuant to the
provisions of Chapter 47C of the North Carolina General Statutes,
entitled "The North Carolina Condominium Act"; and
WHEREAS, it is the desire and intention of the Declarant in
the recordation of this DECLARATION in the Office of the Register
of Deeds of New Hanover County, North Carolina, to submit said
condominium pro}ect to the provisions of the said Chapter 47C;
NOW, THEREFORE, THE DECLARANT DOES HEREBY DECLARE THAT ALL OF
THE REAL PROPERTY DESCRIBED IN EXHIBIT "A" HERETO ATTACHED AS WELL
AS ALL OF THE IMPROVEMENTS CONSTRUCTED THEREON, IS HELD AND SHALL
BE HELD, CONVEYED, HYPOTHECATED, ENCUMBERED, USED, OCCUPIED, AND
IMPROVED SUBJECT TO THE FOLLOWING ARTICLES OF COVENANTS,
CONDITIONS, RESTRICTIONS, USES, LIMITATIONS AND OBLIGATIONS, ALL OF
WHICH ARE DECLARED TO BE IN FURTHERANCE OF A PLAN FOR THE
IMPROVEMENT OF SAID PROPERTY AND THE DIVISION THEREOF INTO
CONDOMINIUM UNITS AND SHALL BE DEEMED TO RUN WITH THE LAND AND
SHALL BE A BURDEN AND A BENEFIT TO THE DECLARANT, ITS SUCCESSORS
AND ASSIGNS, AND ANY PERSON OR ENTITY ACQUIRING OR OWNING AN
INTEREST IN THE REAL PROPERTY AND IMPROVEMENTS, OR ANY SUBDIVISION
THEREOF, THEIR GRANTEES, SUCCESSORS, HEIRS, EXECUTORS,
ADMINISTRATORS, DEVISEES AND ASSIGNS.
ARTSCLE _I .
Definitions
For the purposes of this Declaration and the By -Laws of the
Association, hereinafter defined, the following definitions for the
term used herein and therein shall apply unless otherwise defined
by the context thereof:
2

1.1 shall mean and refer to The North Carolina
Condominium Act, Chapter 47C of the General Statutes of the State
of North Carolina, as such may be supplemented or amended from time
to time.
1.2 AESESaMENT shall mean and refer to a share or all of the
funds required for the payment of the common expenses, hereinafter
defined, of the Association which from time to time shall be levied
or assessed against a unit owner(s) by the Association, all as
provided for hereinbelow.
1.3 ALLOCATED INTERESTS shall mean and refer to the undivided
interest(s) in the common elements, the common expense liability
and votes in the Association allocated to each unit.
1.4 ASSOCIATION shall mean and refer to THE PALMS AT DUNHILL
OWNERS ASSOCIATION, the mandatory association of all unit owners,
as is more particularly described in Article VI hereinbelow and
organized or to be organized pursuant to North Carolina General
Statutes 47C-3-101, et seq.
1.5 BUILDING shall mean and refer to the one (1) multi -unit
building which the Declarant has constructed upon the real property
described in Exhibit "All,to be used for residential purposes, as
hereinafter provided. Attached hereto and made a part hereof by
reference is Exhibit "B", a survey of the real property showing the
location of the building thereon and other improvements and Exhibit
"C" which consist of a full and exact copy of the plans of the
buildings. Said building is more particularly described in the
plans of said building, showing all particulars as required by law.
In general, the building has two (2) stories above the ground
level. There are four (4) floor plans of varying dimensions. There
are no basements. There are sixteen (16) two -bedroom units with
two (2) baths each, eight.(8) of which have handicap accessibility.
There are two (2) one -bedroom units with one (1) bath each, one (1)
of which has handicap accessibility.
The building has been principally constructed,of wood on
a concrete slab.
1.6 BOARD shall mean and refer to the Executive Board or
Board of Directors of the Association and DIRECTOR shall mean and
refer to a member of said Board.
1.7 BY-LAWS shall mean and refer to those By -Laws of the
Association providing for the government of the Association as they
are duly adopted and amended from time to time by the Association.
A copy of the initial By -Laws are attached hereto as Exhibit "D"
and made a part hereof by reference.
1.8 COMMON ELEMENTS generally shall mean and refer to all of
the real property, described on Exhibit "A", and all of the present
or proposed improvements and facilities thereon which are not
units, as defined hereinafter.
1.9 COMMON EXPENSES shall mean and refer to the expenditures,
costs and expenses incurred by the Association for the administra-
tion, maintenance, operation, enjoyment, safety, repair, and
3

replacement (including a capital reserve for repair, maintenance,
and replacement) of the common elements as well as any other
financial liability incurred by the Association pursuant to the
fulfillment of its obligations and purposes as stated herein or by
law and designated as common expenses. Common expenses are
additionally intended to mean and refer to any expense incurred by
the Association as shall be hereinafter agreed upon by the
Association of unit owners as common expenses of the Association.
1.10 IA 1 Y shall mean the liability for
common expenses allocated to each unit (allocated interests)
pursuant to North Carolina General Statutes 47C-2-107,
1.11 COMMON -SURPLUS shall mean and refer to the balance of all
revenues of the Association remaining after the deduction of the
common expenses.
1.12 CONDOMINIUM shall mean and refer to the entire proposed
development created pursuant to this Declaration consisting of all
the real property including all phases or sections, all units, all
improvements and structures thereon, all common areas and
facilities, and all easements, rights and appurtenances belonging
thereto, and all articles of personal property intended for common
use in connection therewith, which are intended to be submitted to
the provisions of the act by this Declaration, and the supplements
and amendments hereto, as are provided for hereinbelow.
1.13 ]2ECLABLNT shall mean R & S DEVELOPMENT OF WILMINGTON,
LLC, its successors and assigns, as the owner of the property and
who as a part of a common promotional plan offers to dispose of its
interest in a unit not previously disposed of or reserves or
succeeds to any special declarant right.
1.14 DECLARATION shall mean the Declaration of Condominium for
THE PALMS AT DUNHILL CONDOMINIUMS and any and all amendments.
1.15 DEVELOPMENT RIGHTS shall mean any right or combination of
rights reserved by the Declarant in this Declaration to add real
estate to a condominium; to create units, common elements or
limited common elements within a condominium; to subdivide units or
convert units into common elements or to withdraw real estate from
a condominium.
1.16 DISPOSE OR DISPOSITION shall mean the voluntary transfer
to a purchaser of any legal or equitable interest in a unit, but
not a transfer or release of a security interest.
1.17 SXEC[jjyE BOARD shall mean the body, regardless of name,
designated in this Declaration to act on behalf of the Association.
It generally shall be designated herein as the "Board of Directors°
or "Hoard".
1.18 IDENTIEYI^NG NJ�MBER means the letter, symbol or address
that identifies only one specific unit in the Condominium_
1.19 LIMITED COMMON -ELEMENT shall mean a portion of the common
elements, if any, allocated by this Declaration for the exclusive
use of one unit.
4

expressly made a part hereof by reference. The membership of the
Association at all times shall consist exclusively of all the unit
owners. Except as may be limited by the terms of this Declaration,
each unit shall be allocated one vote in the Association to be used
by the unit owner or unit owners of each respective unit,
6.2 Powg-ra: The Association shall have the power to: adopt
and amend By -Laws and rules and regulations; adopt and amend
budgets for revenues, expenditures and reserves and collect
assessments for common expenses from unit owners; hire and
terminate employees, agents and independent contractors; institute,
defend or intervene in its own name in litigation or administrative
proceedings on matters affecting the Condominium; make contracts
and incur liabilities; regulate the use and provide for
maintenance, repair, replacement and modification of common
elements, specifically including the retention pond shown on the
recorded plat; cause additional improvements to be made as a part
of the common elements; acquire, hold, encumber and convey in its
own name any right, title or interest to real or personal property,
provided that common -elements may be conveyed or subjected to a
security interest only pursuant to G.S. 47C-3-112; grant easements,
leases, license and concessions through and over the common
elements; impose and receive any payments, fees or charges for the
use, rental or operation of the common elements and for services
provided unit owners; impose charges for late payment of
assessments, and after notice and an opportunity to be heard, levy
reasonable fines not to exceed $150.00, or the maximum allowed by
law, whichever is greater, per violation for violation of the
Declaration, By -Laws and rules and regulations of the Association;
impose reasonable charges for the preparation and recordation of
amendments to the Declaration, resale certificates or statements of
unpaid assessments; provide for the indemnification of and maintain
liability insurance for the officers, the Hoard, its employees and
agents; exercise all other powers that may be exercised in North
Carolina by legal entities of the same type as an Association; and
exercise any other powers necessary and proper for the governing
and operation of the Association.
6.3 The Board of Directors may not act on behalf of the
Association to amend the Declaration, to terminate the Condominium
or elect members of the Executive Board or determine the
qualifications, powers and duties, or terms of office of Board
members except upon the approval of all of the unit owners.
6.4 Common Expenses: The common expenses of the Association
shall be shared equally by the unit owners which is the same
proportion that the undivided interest in the common areas and
facilities appurtenant to each owner's unit bears to the total of
all undivided interests in the common areas and facilities appur-
tenant to all units.
6.5 NMQnaaement_and Maintenance: The Association, as a common
expense, shall be responsible for the maintenance, repair and
replacement as necessary of all of the common elements, including
those portions thereof which contribute to the support of the
building or buildings, and the retention pond located on the
Condominium property. All pipes, conduits, ducts, plumbing,
wiring, and other facilities located in the common areas and
facilities for the furnishing of utility and other services to the
units and said common areas and facilities are to be maintained,
11

expressly made a part hereof by reference. The membership of the
Association at all times shall consist exclusively of all the unit
owners. Except as may be limited by the terms of this Declaration,
each unit shall be allocated one vote in the Association to be used
by the unit owner or unit owners of each respective unit.
6.2 powers: The Association shall have the power to: adopt
and amend By -Laws and rules and regulations; adopt and amend
budgets for revenues, expenditures and reserves and collect
assessments for common expenses from unit owners; hire and
terminate employees, agents and independent contractors; institute,
defend or intervene in its own name in litigation or administrative
proceedings on matters affecting the Condominium; make contracts
and incur liabilities; regulate the use and provide for
maintenance, repair, replacement and modification of common
elements, specifically including the retention pond shown on the
recorded plat; cause additional improvements to be made as a part
of the common elements; acquire, hold, encumber and convey in its
own name any right, title or interest to real or personal property,
provided that common elements may be conveyed or subjected to a
security interest only pursuant to G.S. 47C-3-112; grant easements,
leases, license and concessions through and over the common
elements; impose and receive any payments, fees or charges for the
use, rental or operation of the common elements and for services
provided unit owners; impose charges for late payment of
assessments, and after notice and an opportunity to be heard, levy
reasonable fines not to exceed $150.00, or the maximum allowed by
law, whichever is greater, per violation for violation of the
Declaration, By -Laws and rules and regulations of the Association;
impose reasonable charges for the preparation and recordation of
amendments to the Declaration, resale certificates or statements of
unpaid assessments; provide for the indemnification of and maintain
liability insurance for the officers, the Board, its employees and
agents; exercise all other powers that may be exercised in North
Carolina by legal entities of the'same type as an Association; and
exercise any other powers necessary and proper for the governing
and operation of the Association.
6.3 The Board of Directors may not act on behalf of the
Association to amend the Declaration, to terminate the Condominium
or elect members of the Executive Board or determine the
qualifications, powers and duties, or terms of office of Board
members except upon the approval of all of the unit owners.
6.4 Common Expenses: The common expenses of the Association
shall be shared equally by the unit owners which is the same
proportion that the undivided interest in the common areas and
facilities appurtenant to each owner's unit bears to the total of
all undivided interests in the common areas and facilities appur-
tenant to all units.
6.5 Managgment and Ma},ntenance: The Association, as a common
expense, shall be responsible for the maintenance, repair and
replacement as necessary of all of the common elements, including
those portions thereof which contribute to the support of the
building or buildings, and the retention pond located on the
Condominium property. All pipes, conduits, ducts, plumbing,
wiring, and other facilities located in the common areas and
facilities for the furnishing of utility and other services to the
units and said common areas and facilities are to be maintained,
11

repaired and replaced as necessary, and should any incidental
damage be caused to any unit by virtue of any work which may be
done or caused to be done by the Association in the maintenance,
repair, or replacement of any common areas and facilities, the
Association shall, at its expense, repair such incidental damage.
Whenever the maintenance, repair, and replacement of any item for
which the Association is obligated to maintain, replace or repair
at its expense is occasioned by any act of a unit owner, his
immediate family, guests, or invitees, and such loss or damage may
be covered by any insurance maintained in force by the Association,
the proceeds of the insurance received by the Association shall be
used for the purpose of making such maintenance, repair, or
replacement, except that the unit owner who is responsible for the
act causing the damage (whether done by himself or by his family,
guests, or invitees) shall be required to pay such portion of the
cost of such maintenance, repair, and replacement as shall, by
reason of the applicability of any deductibility provision of such
insurance, exceed the amount of the insurance proceeds applicable
to such maintenance, repair, or replacement. If insurance proceeds
are not available then the unit owner responsible for the loss or
damage (whether done by the owner or the owner's family, guests or
invitees) shall be solely responsible for the costs of repair.
6.6 Unit Owners Maintenanc-e: Every owner shall perform
promptly all maintenance and repair work within his unit which, if
omitted, would affect the condominium, either in its entirety or in
a part belonging to other owners; every owner being expressly
responsible for the damages and liability which his failure to do
so may engender. The owner of each unit shall be liable and
responsible for the maintenance, repair, and replacement, as the
case may be, of all air conditioning and heating equipment, stoves,
refrigerators, fans, or other appliances or equipment, including
any fixtures and/or their connections required to provide water,
light, power, telephone, sewage and sanitary service to his unit.
Such owner shall further be responsible and liable for the
maintenance, repair, and replacement of the surfaces of any and all
walls, ceilings, and floors which are a part of his unit, including
painting, decorating, and furnishings, and all other accessories
which such owner may desire to place or maintain in his unit.
whenever the maintenance, repair, and replacement of any item for
which the owner of a unit is obligated to maintain, replace, or
repair at his own expense is occasioned by any loss or damage which
may be covered by any insurance maintained in force by the
Association, the proceeds of the insurance received by the
Association shall be used for the purpose of making such
maintenance, repair, or replacement except that the owner of such
unit shall be, in said instance, required to pay such portion of
the costs of such maintenance, repair, and replacement as shall, by
reason of the applicability of any deductibility provision of such
insurance, exceed the amount of the insurance proceeds applicable
to such maintenance, repair, or replacement. All glass doors,
window frames, panes and screens are a part of the respective units
and shall be maintained by the respective unit owners.
6.7 Except as expressly provided herein, N.C.G.S. 47C-3-107
shall govern the procedure to be followed by the Owners Association
in the event of damage to a unit or to any common or limited common
elements.
12

GRYLOR , EDWRRDs-17RI L
219 NEW BRIDGE STREET
P o sox 1057
1RCKsomt.LE NC 28541
201e;$24308
FOR RFC t57RGT[ON RECIS fER OF DE
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WARRANTY DEED
'CHF? ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE PROPFRTY HEREIN DESCRIHFD, UNLESS THE SAME IS SHOWN
BY HIS WRITTEN AND SIGNED CERTIFICATE.
Mail after recording to: NAMI Hotel, Inc., 2011 Veasley Street, Greensboro, NC 27407
This instrument was prepared by Jackson, Mills & Carter, P.A., 5710 Oleander Drive, Suite 112,
Wilmington, NC 28403
Brief desr cription l'or the Index:'1.56 acres'Lot-1R,-Grove Park Properties Trace(„
Parcel No: R07600-006-178-000 n�vu"r� Santis-=
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER WARRANTY HEED
THIS DEED made this z.--1 day of September, 2010 by and between PALM BEACH
DEVELOPMENT GROUP, LLC, a North Carolina Limited Liability Company, P. O. Box 15480,
Wilmington, NC 28408, hereafter GRANTOR, and NAMI HOTEL, INC., a North Carolina
corporation, 2011 Veasley Street, Greensboro, NC 27407, hereafter GRANTEE. The designation
Grantor and Grantee as used herein shall include said parties, theirheirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
W ITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in New Hanover County, North Carolina and
more particularly described as follows:
BEING ALL THE PROPERTY DESCRIBED ON EXHIBIT "A" HERETO
ATTACHED AND MADE A PART HEREOF BY REFERENCE.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple. The preparer of this instrument has been informed
that property described above does not includes the primary residence of the grantor, but no
independent verification has been made and none is represented herein.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee, that Grantor is executing this Deed pursuant to and
subject to that Order entered in the United States Bankruptcy Court the 1 st day of September, 2010,
a copy of which is attached hereto as Exhibit'B" and that subject to said Order, Grantor is seized
of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable
and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except:

I, All restrictive covenants of record;
2. Ad valorem taxes for the year 2010 and thereafter;
3. All utility easements, permits and rights of way of record;
A. All zoning, land use and planning rules, regulations, ordinances and statutes.
M WITNESS WHEREOF, the Grantor has caused this instrument to be signed in its corporate name
by its duly authorized Member Manager, the day and year first above written.
PALM BEACH DEVELOPMENT GROUP, LLC
A North Carolina Limited Liability Company
BY: (SEAL)
ber/Manabet Cam/
STATE. OF NORTH CAROLINA
COUNTY OF NEW HANOVER
a Notary Public of the County of
and State aforesaid, do hereby certify that
o�•� k . 1 a . z personally appeared before me this day and
acknowledged the foregoing instrument as a Member/Manager of PALM BEACH
DEVELOPMENT GROUP, LLC, a North Carolina Limited Liability Company.
WITNESS my hand and official stamp or seal, this Z day of
My Commission Expires:
P"-, J t_ D o t
(AFFIX NOTARIAL SEAL)
p;1WPDOCS%W DPAI.M.HEACI[DEVF,LOPA(F7N'T. WPD
Di2c '-, Q"'k
Notary Public
,rpTggl-

EXHIBIT A
Commencing at the intersection of the southerly right-of-way line of Dunhill Lane (SR 2585 - 60
foot wide right-of-way) and the westerly right-of-way line ofCarolina Beach Road (US Highway421
variable right-of-way) as shown on a map of Brewster Place recorded in Map Book 37 at Page 112
in the New Hanover County Registry. Said point being the POINT OF BEGINNING;
Thence from said point of beginning, with said westerly line of Carolina Beach Road, South 11
degrees 27 minutes 10 seconds West a distance of 99.11 feet to a point. Thence South 17 degrees
01 minutes 47 seconds West a distance of 201.41 feet to a point. Thence South 10 degrees 15
minutes 37 seconds West a distance of 61.12 feet to a point in the northerly line of a tract described
in a deed to James T. Turlington, Sr. recorded in Deed Book 1556 at Page 690 in the New Hanover
County Registry. Thence with said northerly line North 55 degrees 23 minutes 32 seconds West a
distance of 495.59 feet to a point at the northeasterly comer of Lot 1 R of aforesaid Brewster Place.
Thence with the northerly line of said Lot I R North 72 degrees 15 minutes 29 seconds West a
distance of 116.27 feet to a point in the easterly right-of-way line of Chilmark Court (SR 2586 - 60
foot wide right-of-way) as shown on aforesaid map of Brewster Place. Thence with said line of
Chilmark Court North 9 degrees 06 minutes 08 seconds East a distance of 149.04 feet to a point in
the southerly line of aforesaid Dunhill Lane. Thence with said line of Dunhill Lane South 78 degrees
56 minutes 45 seconds East a distance of 595.67 feet to the POINT OF BEGINNING.
Containing 3.24 acres, more or less, and being a portion of the Grove Park Properties Tract recorded
in Deed Book 1587 at Page 177 in the New Hanover County Registry.
Less and except the following tract of real property conveyed to H & S Development of Wilmington,
LLC
Beginning at an existing iron pipe located at the intersection of the westerly right-of-way line of the
Service Road for Carolina Beach Road, US 421, (variable width right-4-way) and the southerly
right-of-way line of Dunhill Lane (sometimes referred to as "Dunhill Read"), NCSR 2585, (60 feet
wide public right-of-way) as shown on a subdivision map entitled "Palm Beach Development Group,
LLC' recorded in Map Hook 42 at Page 249 in the New Hanover County Registry, said point being
the northeasterly corner of Lot I. Thence along and with the southern right-of-way of DunWii Lane,
North 78 degrees 56 minutes 45 seconds West a distance of 225.07 feet to an existing iron rebar, and
being the POINT OF BEGINNING;
Thence South I 1 degrees 29 minutes 10 seconds West a distance of 254.30 feet, to an existing iron
rebar. Thence South 55 degrees 23 minutes 32 seconds East a distance of 224.66 feet, to an existing
iron rebar located at the western right of way line of the Service Road for Carolina Beach Road.
Thence along and with the Service Road right of way South 10 degrees 15 minutes 37 seconds West
a distance of 16.46 feet, to an existing iron rebar. Thence departing from the Service Road right of
way North 55 degrees 23 minutes 32 seconds West a distance of 495.59 feet to an existing concrete
monument. Thence North 72 degrees 15 minutes 29 seconds West a distance of 116.27 feet to an
existing iron rebar located on the eastern right of way of Chilmark Court, NCSR 2586, (60 feet wide
public right-of-way). Thence along and with the right of way of Chilmark Court North 09 degrees
06 minutes 08 seconds East a distance of 149.04 feet to an existing iron rebar located at the south
eastern right of way intersection of Chilmark Court with Dunhill Lane. Thence proceeding along
and with the southern right of way of Dunhill Lane South 78 degrees 56 minutes 45 seconds East a
distance of 370.60 feet to an existing iron rebar and the POINT OF BEGINNING; Containing 1.738
acres, more or less.
tAlso.beingAescribed'as follows: Being all of Lot-lR; wuWning.1.501.acres, as shown-owa map
recorded -in Map book 45, Page-327 in the New. Hanover County, North Carolina Registry.
SUBJECT TO: Private Diainage Easement with'ISe Palms Condominiums regarding riiiiintenancei
of the retention pond on the site datcxl Apri12U; 2010 and recorded in Book 4286 at Page 1 L 1 of the
New Hanover -County. Re Registry.-gi ni'•

Case 10-03435-8-SWH Doc 64 Filed 09/01/10 Entered 09/01/10 12:50:40 Pagq,n of 6
Exhibit "B" (page 1 of 6) p r x
SO ORDERED.
SIGNED this 01 day of September, 2010.
r Stephanl W. Humrickhouse
United States Bankruptcy Judge
IN THE UNITED STATES BANKRUPTCY COURT
FOR THE EASTERN DISTRICT OF NORTH CAROLINA
WILMINGTON DIVISION
In the Matter of: Case No.:
PALM REACH DEVELOPMENT GROUP, LLC, 10-03435-8-SWH
Debtor. Chapter l 1
ORDER ALLOWING PRIVATE SALE OF ASSETS FREE AND CLEAR ON LIENS
WITH LIENS TO ATTACH TO PROCEEDS PURSUANT TO I I U.S.C. S 363(f)
THIS MATE ER, coming on before the undersigned United States Bankruptcy Judge on that
certain Motion for Sale of Assets Free and Clear of Liens ("Section 363 Motion") and Motion for
Approval of Private Sale ("Sale Motion") filed by Palm Beach Development Group, LLC ("Debtor"); and
it appearing to the Court that no responses to said Motions have been filed other than by New Bridge
Bank which has withdrawn its response; and, it further appearing to the Court that adequate notice of the
Section 363 Motion and Sale Motion has been provided to appropriate creditors and parties -in -interest;
and, based on the representations made by counsel in the Motions, it further appearing to the Court that
granting the relief requested in the Section 363 Motion and Sale Motion is in the best interest of the
Debtor, its creditors and the Estate; and, for other good cause shown, this Court hereby FINDS AS
FOLLOWS:
The Debtor filed its voluntary accelerated petition under Chapter t I on April 29, 2010
and currently operates as a debtor -in -possession, The Debtor is a North Carolina limited liability
company with its principal operating assets located in New Hanover County, North Carolina and the
operator of a 65-unit hotel under the trade name Ameri-Slay Inn & Suites. The real estate and
i

Case 10-03435-8-SWH Doc 64 Filed D9l01110 Entered 09/01/10 12:50:40 Page 2 of 6
improvements constituting the hotel, in addition to certain furniture and personal property, are
encumbered by first priority liens and security interests in favor of NewBridge Bank, and a second
priority deed of trust in favor of the U.S. Small Business Administration.
2. The Debtor has, subject to approval of the Bankruptcy Court, executed an Asset Purchase
Agreement ("Agreement") in favor of Nayan Patel, or his assigns ("Buyer"). This Agreement is attached
to the Debtor's Motion for Approval of Private Sale as Exhibit A. The proposed purchase price for the
Property is Two Million, Three Hundred Thousand and Nol100 Dollars ($2,300;000.00). Pursuant to the
Agreement, the [debtor proposes to sell by private sale the following property (the "Property"):
(a) heal property consisting of approximately 1.5 acres and all improvements
constructed thereon located at 5600 Carolina Beach Road, Wilmington, North Carolina.
(b) All leases, machinery, furniture, fixtures, equipment, inventory, signs, brochures,
listings, customer lists and supplies owned by Debtor and used in the operation of Debtor's hotel
business known as Ameri-Slay Inn and Suites.
(c) All rights to the business name "Ameri-Stay Inn and Suites" or any variation of
said name, all goodwill, all telephone numbers and all other assets, intangible and tangible used in
the business unless excluded as set forth in Paragraph 3 below.
3. The proposed sale shall not include the follow property;
(a) Debtor's cash on hand and bank deposits at the time of closing.
(b) Debtor's accounts receivable.
(c) Remaining personal property, including causes of action, not used in the
operation of Debtor's business.
4. The Debtor contends, and the Court so finds, that the Property, constituting all of the
Debtor's operating assets, represents substantial value that can be converted to cash for the benefit to
creditors of the Debtor's estate. The Debtor has provided notice of the proposed private sale, and motion
2

Case 10-03435-8-SWH Doc 64 Filed 09l01110 Entered 09/01/10 12:50:40 Page 3 of 6
to sell the subject Property free and clear of liens and encumbrances of record to all known lien holders of
the Debtor,
5. The Debtor asks that it be authorized to sell the Property free and clear of any claims and
liens of record, including any liens, security interests and claims asserted against the Property by the
following:
A. Any and ail personal property taxes due and owing to any City, County or municipal
corporation, and more particularly, to the New Hanover County, North Carolina 'Fax
Collector.
B. Any and all liens and security interests asserted in the Property by NewBridge Bank
("NewBridge"). The Debtor is obligated on a single secured obligation asserted by
NewBridge. This secured claim, represented by account number 0462863-9001,
originated July 18, 2002 in the original principal amount of $2,350,000. NewBridge
represents that this Loan is secured by real and personal property collateral granted
NewBridge pursuant to a first -priority deed of trust encumbering the Debtor's real estate
assets recorded at Book 3365, Page 829, New Hanover County Registry, Assignment of
Leases and Rents, a first -priority Commercial Security Agreement and UCC Financing
Statements (collectively the "Loan Documents"),
C. Any and all liens and security interests asserted in the Property by the United States
Small Business Administration ("SBA"). Upon information and belief the Debtor is
obligated on a single secured obligation asserted by SBA in the approximate current
amount of $1,028,186.45. SBA represents -that this Loan is secured by real and personal
property collateral granted SBA pursuant to a second -priority deed of trust encumbering
the Debtor's real estate assets.
D. Any and all remaining interests, liens, encumbrances, rights and claims asserted against
the Property, which relate to or arise as a result of a sale of the Property, or which may be
3

Case 10-03435-8-SWH Doc 64 Filed 09/01/10 Entered 09/01/10 12:50:40 Page 4 of 6
asserted against the buyer of the Property, including, but not limited to, those liens and
claims, whether fixed and liquidated or contingent and unliquidated, that have or may be
asserted against the Property by the North Carolina Department of Revenue, the Internal
Revenue Service, and any and all other taxing and government authorities.
6. The Debtor contends, and the Court so finds, that the liquidation of the above -described
property can be facilitated by a sale free and clear of the alleged liens as set forth above with the rights of
the lien creditors being transferred to the proceeds of the sale as determined and marshalled by the court.
Based on the foregoing, the Court hereby ORDERS, ADJUDGES, AND DECREES as follows:
I. This Court has jurisdiction over this matter pursuant to 28 U.S.C. § § 157 and 1334. This
is a core proceeding pursuant to 28 U.S.C. § 157(b)(2).
2. T'he proposed sale of the Property, pursuant to the terms of the Asset Purchase
Agreement and as described in the Debtor's Section 363 Motion and Sale Motion, for the sum of Two
Million, Three Hundred Thousand and No/100 Dollars ($2,300,000.00) is hereby APPROVED.
3. The Property shall be conveyed free and clear of all claims, liens and encumbrances
asserted against the Property, as follows:
A. Any and all personal property taxes due and owing to any City, County or municipal
corporation, and more particularly, to the New Hanover County, North Carolina Tax
Collector.
B. Any and all liens and security interests asserted in the Property by NewBridge Bank
("NewBridge"). The Debtor is obligated on a single secured obligation asserted by
NewBridge. This secured claim, represented by account number 0462863-9001,
originated July 18, 2002 in the original principal amount of $2,350,000. NewBridge
represents that this Loan is secured by real and personal property collateral granted
NewBridge pursuant to a first -priority deed of trust encumbering the Debtor's real estate
assets recorded at Book 3365, Page 829, New Hanover County Registry, Assignment of
4

Case 10-03435-8-SWH Doc 64 Filed 09/01/10 Entered 09/01/10 12:50,40 Page 5 of 6
Leases and Rents, a first -priority Commercial Security Agreement and UCC Financing
Statements.
C. Any and all liens and security interests asserted in the Property by the United States
Small Business Administration ("SBA"). Upon information and belief the Debtor is
obligated on a single secured obligation asserted by SBA in the approximate current
amount of $1,028,186.45. SSA represents that this Loan is secured by real and personal
property collateral granted SBA pursuant to a second -priority deed of trust encumbering
the Debtor's real estate assets.
D. Any and all remaining interests, liens, encumbrances, rights and claims asserted against
the Property, which relate to or arise as a result of a sale of the Property, or which may be
asserted against the buyer of the Property, including, but not limited to, those liens and
claims, whether fixed and liquidated or contingent and unliquidated, that have or may be
asserted against the Property by the North Carolina Department of Revenue, the internal
Revenue Service, and any and all other taxing and government authorities.
4. The Bayer is a third party purchaser, unrelated to the Debtor. The Buyer is not a
successor in interest to the Debtor and is a non -insider of the Debtor. The Buyer shall have no liability,
including as a successor entity, for any debts and obligations of Debtor arising prior to the date of the
closing of the purchase of the Property, except for Buyer's obligation to pay real property taxes for the
year of closing as set forth in the Contract. The Buyer is a good faith purchaser for purposes of l l U.S.C.
§ 363(m) of the Bankruptcy Code. The Buyer has been found to have acted in good faith within the
sneaning of § 363(m) at all times through entry of this Sale Order.
S. That the liens described above shall attach to the proceeds of sale, and shall be paid to the
penholders according to the priority set forth herein. The secured claim of Newsridge shall be paid in
full at the time of the closing of the Property. At closing the Debtor shall also be permitted to pay (i) a
broker's commission in the amount of 5°/o of gross sales proceeds, or $115,000, to MRA Hotel Brokers,
5

Case 10-03435-8-SWH Doc 64 i=iled 09/01/10 Entered 09/01/10 12:50:40 Page 6 o3 b
Inc., the Debtor's court -approved broker; and (ii) ordinary closing costs, including existing and pro -rated
ad valorem taxes.
6. This Court reserves jurisdiction to decide any disputes which arise under the Agreement
or this Order.
7, This Order shall be effective immediately, as permitted by Rule 6004(h).
END OF DOCUMFNT
6

A,
'�
JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Ri#itfltiRiii Rfk*#f#R*f*#ki*k*R*t*Rktiif'AR1i*�k*RRR11***RR74#kfflRfkRfi RRRRR#RRRRMR#RRfi1�**iii4i]ii RikRi*k*RkikkktR#fR/kfRiRR#i
Filed For Registration: 09102/2010 12:53:50 PM
Book: RE 5508 Page: 959-968
Document No.: 2010024308
10 PGS $43.00
NC REAL ESTATE EXCISE TAX: $4,600.00
Recorder: CARTER, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010024308*
2010024308

A7izA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 27, 2004
CERTIFIED MAIL #7002 1000 0005 2390 8535
RETURN RECEIPT REQUESTED
Mr. Mark Simpson, Member Manager
Palm Beach Development Group, LLC
419 Marina Street
Carolina Beach, NC 28428
Subject: NOTICE OF VIOLATION WITHRECOMMENDATION TO ENFORCE
The Palms at Dunhill
Stormwater Permit No. SW8 010903
New Hanover County
Dear Mr. Simpson:
On August 4 2004, Wilmington Regional Office personnel performed a Compliance
Inspection of the subject project, located on Carolina Beach Road in Wilmington, New
Hanover County, North Carolina. The inspection was performed to determine the status
of compliance with Stormwater Permit Number SW8 010903, issued to you on January
16, 2002. The permit was later modified on June 22, 2004.
The project has been found in violation of Stormwater Permit Number SW8 010903,
issued pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
1. Section II, Condition 1- Upon completion of the existing stonnwater management
system, which include re -grading the slopes of the wet detention pond to increase its
surface area and volume, the stormwater management system shall be vegetated
including the establishment of wetland plants on the vegetated shelf, and operational for
its intended use prior to the construction of any additional built -upon surface.
The existing stormwater pond has not been enlarged to accommodate the
additional stormwater runoff from the recently added impervious area. The pond
slCpes have not beer. seeded' :Pithc r; ss or sot:. T"e only vagatation or, the pond
slopes consists of various types of weeds and shrubbery.
To correct these violations you must:
1. Provide a written "Plan of Action" which outlines the actions you will take to correct
the violation(p) and a time frame for completion of those actions, on or before
September 2f7, 2004
2. Enlarge pond, as stated on pond modification sheet, page 2.
3. Pond slopes need to be seeded and mulched with grass or sod to keep them from
eroding.
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, Noah Carolina 28405 NorthCarolina
Phone: [phone] FAX: [phone] Internet: h2o.enr.state. nc.us
An Equal Opportunity/Af;rmative Action Employer — 50% Recycled/10% Post Consumer Paper Naturally

Date: August 27, 2004
Project Name: The Palms at Dunhill
Stormwater Permit No. SW8 010903
Failure to provide the "Plan of Action" by September 27, 2004, or to correct the
violations b the date designated in the Plan of Action', are considered
violations of 15A NCAC 2H-.1000, and may result in the initiation of enforcement
action which may include recommendations for the assessment of civil and
criminal penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the New Hanover County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates of Occupancy for this project until this matter is satisfactorily
resolved.
Ifyyou have any questions concerning this matter, please call Gary Beecher at (910)
395-3900. Ext. 222
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS:lghb S:IWQSISTORMWATINOTICEISW8 010903.Aug04
cc: Gary Beecher
Central Office
New Hanover County Building Inspector

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OF \NATCA Michael F. Easley, Governor
\Q� 0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CID
> Alan W. Klimek, P.E.,Director
fl Division of Water Quality
Coleen H. Sullins, Deputy Director
1 Division of Water Quality
i
C-�
May 24, 2004 �e
Mr. Mark Simpson. Partner
Palm Beach Development Group, LLC
419 Marina Street
Carolina Beach. NC 2842S
Subject: REQUEST FOR ADDITIONAL INTORIVIATION
Stormwater Project No. SW8 010903 Mod
The Palms At Dunhill
New Hanover County
Dear Mr. Simpson:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Palms At Dunhill on March 11, 2004. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater re% iew:
Please verifi- sediment removal elevations of main pond and forebay on the wet detention
basin supplement.
The placement of the lower part of the forebay weir, directly across from the outlet
(shorn; -ay), will cause short-circuiting. Please relocate the weir. You need to provide at
least 3 times more length from inlet to outlet than the average width.
Please provide a dimensioned building footprint of the 18 unit townhome complex.
^. Please dimension the pool deck (impervious area around pooI).
The outlet structure detail indicates that the overflow slot invert is 25.8. This does not
correspond to 25.75 indicated on the supplement form and used in the hydraulic
calculations. Based on my calculations, the volume at elevation 25.75 will be slightly
less than the required minimum. Please check your calculations and increase the storage
elevation to 25.8.
6. Please provide trash racks over the outlet weir and orifice.
Please label the release structure location.
if this modification involves no changes to the tract that currently houses the existing 65
room hotel, we can incorporate the original plans as part of this modification. However if
there has been any redesign or addition to the approved amount of built upon area on that
tract, then these changes must be shown on the new plans. Please advise this office as to
any redesign or addition to the tract that currently houses the existing 65 room hotel.
ua►
N. C. Division of Wate. Quality 127 Cardinal Drive Extension [phone] Customer Service � �
Vt'ilminaton Regional Office Wilmington, NC 25405 [phone] Fax [phone] NCDENR

Mr. Mark Simpson, Partner
Pane 2
Nlay 24, 2004
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to May 31, 2004, or the application «ill be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the DiNIsion at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be pro,,ided. Copies are not acceptable. If you have any questions concerning this matter
please feel free to call me at [phone].
Sincerely,
Rhonda Hall
Environmental Engineer
RSS!:rbh S:\"'QSISTORMVNIAT�ADDINF0\—)0041010903.may04
cc: Rhonda Hall
James H. Fentress, Jr. PE, PLS

i
Permit No. �`�'�U L IU yL�;3 ,•-c!�
(In be provided bti• D W&
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
i structure details.
I. PROJECT INFORMATION
Project Name: The Palms at Dunhill
Contact Person: Mark Simpson Phone Number: J 910 443-2976
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 21.0 ft. (floor of the hasin)
Permanent Pool Elevation 25.0 ft. (elevation of the orifice)
Temporary Pool Elevation 25.75 ft. (elevation of the discharge structure overflox°)
areas
Permanent Pool Surface Area 7,516 sq. ft. (water surface area at the orifice elevation)
Drainage Area 3.24 ac. (on -site and of
f-site drainage to the basin)
Impervious Area 1.76 ac. (on -site and off site drainage to the basin)
3-olumes
Penuanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
14,438 cu. ft. (combined volume of train basin and jorebay)
6,350 cu. ft. (volume detained above the permanent pool)
3,070 cu. ft. (approximately 20% of total volume)
4.74 (swface area to drainage area ratio fr•otr DIJ,O table)
1.25 in. (2 to .i day temporai-v pool drain -down required)
1.0 in.
90 % (minimum 85% required)
Fonn SI'U-102 Rey' 3.99 Page t of 4

Aaintenance activities shall be performed as follows:
l . After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper fimctioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
h
When the permanent pool depth reads 2.2 5 feet in the main pond, the sediment shall be removed
a • a.�
When the permanent pool depth reads 3.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
W/ in the blanks)
0 Permanent Pool Elevation 2 5. 0
Sediment R oval El.-2� . 2 5 b -,Dj75
_ Sediment Removal Elevation 24.0 75%
Bottom Ele atioa 22.0 %--------�----------------------------------- ------
Bottom Elevation 21.0 25%
FO1tEBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 54% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

PROJECT: PALM COAST
PROJECT #: PW-283
DATE: 02/25/04
POND DIMESIONS AND VOLUMES
ELEV. SA FOREBAY
VOL FOREBAY
SA POND
VOL POND
SUM VOL
(FT) (SF)
(CF)
(SF)
(CF)
(CF)
21 0
1478
22 227
1995
1736.5
1735.5
23 723
475
2585
2290
4501.5
24 1275
999
3247
2916
8416.5
25 1916
1595.5
5605
4426
14438
26
9406
7505.5
21943.5
27
10559
9982.5
31926
28
11768
11163.5
43089.5
29
13033
12400.5
55490
POND VOLUMES ABOVE PERMANENT POOL
ELEV, SA POND
VOL POND
SUM VOL
(FT) (SF)
(CF)
(CF)
25 7.576 I �'
26 9406
8461
8461
27 10559
9983
18444
28 11768
11164
29607
29 13033
12401
42008
STATE REQUIRED STORAGE VOLUME =
6350
STATE STAGE ABOVE PERM POOL =
0.75
STATE STORAGE ELEVATION (FT)
125.75
2 YR STORM STAGE (FT) =
1.26
2 YR STORM POND ELEVATION
125.26
10 YR STORM STAGE (FT) =
2.15
10 YR STORM POND ELEVATION =
27.15
25 YR STORM STAGE (FT) =
2.66
25 YR STORM POND ELEVATION =
27.66
100 YR STORM STAGE (FT) =
3.37
100 YR STORM POND ELEVATION
128.37

S� STROUD ENGINEERING, P.A.
\7 CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
March 19, 2004
NCDENR
ATTN: Gary Beecher
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Amerihost Inn
Stormwater Project No. SW8 010903
New Hanover County
Dear Gary,
MAR 2 2 9004
xF
This letter is in response to your Notice of Inspection for the aforementioned project dated
March 4, 2004. We will address the items cited in your letter as follows:
• The trash rack will be fastened to the top of the outlet structure.
• A trash/debris screen will be added to the front of the outlet structure.
• We would ask that the permittee be allowed to maintain the existing grass until which
time our presently submitted permit modification is approved. Any new seeding
and/or sodding of the pond would be destroyed during the pond renovation predicated
by that modification. When the pond modifications have been completed the pond
will be seeded and/or sodded with an approved grass.
• All trash will be removed from the pond.
These items will be completed during the next week. in conjunction, the grass will be mowed
and it understood that once the permit is modified the permittee will establish a suitable stand of
satisfactory grass. We hope these actions satisfy your concerns with the project. If you have any
questions, please call or email me at [e-mail].
hank You,
James . Fentress, Jr. PE, PL .
Stroud n>7ineerinia P.A.
Cc: Jay Hutchings
Mark Simpson
File: F:/macterlPw283lwpdtheecher.wpd
107 COMMERCE ST.
HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE
151-A HWY.24
GREENVILLE, NC 27858 WILMINGTON, NC 28403
MOREHEAD CITY, NC 28557
[phone] [phone]
[phone]

LIMITED LIABILITY COMPANY (LLC SOSID: 0601279
.-+ Date Filed: 516l2002 3:56 PM
ANNUAL REPORT Elaine F. Marshall
North Carolina Secretary of State
221260065
__``yy__ icy, �bwel�prv�cati#- �rrn�� �• �. �, 1 a0 WWWW
NAME OF LIMITED LIABILITY COMPANY: PUMrI 1
STATE OF FORMATION: NC';
I
SECRETARY OF STATE L.G.C. ID NUMBER: 601279 FISCAL YEAR ENDING: December 31, 2001
FEDERAL EMPLOYER ID NUMBER: 56-2256877
IF THIS IS THE INITIAL ANNUAL REPORT FILING, YOU MUST COMPLETE THE ENTIRE FORM. IF YOUR
LLC'S INFORMATION HAS NOT CHANGED SINCE THE PREVIOUS REPORT, PLEASE CHECK THE BOX
AND COMPLETE LINE 8. ❑
I I. REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS: Elizabeth Simpson
$202 Catalina Beach Rd., #16
Carolina Beach, NC 28428
2. STREET ADDRESS AND COUNTY OF REGISTERED OFFICE: $202 Carolina Beach Rd., # 16
Carolina Beach, NC 28428
New Hanover
:l
3. IF THE REGISTERED AGENT CHANGED, SIGNATURE OF THE NEW AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS- 5202 Carolina Beach Rd,
CITY- Carolina Beach ST NC ZIP-28428
5, ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE: 910-443-1697
PLEASE INCLUDE AREA CODE
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S) OR IF THE LLC HAS NEVER HAD MEMBERS, ITS ORGANIZERS:
NAME-
Elizabeth Simpson
ADDRESS- 419 Marina St.
TITLE-
Member
CITY- Carolina Beach
ST-NC ZIP-28428
NAME--
Mark Simpson
ADDRESS-4)9 Marina St.
TITLE-
Member
CITY- Carolina Beach
ST-NC ZIP-28428
NAME-
John Hutchings :,
ADDRESS -PO Box 1683
TITLE-
Member
CITY -Carolina Beach
ST-NC ZIP-28428
NAME-
Vanda Hutchings
ADDRESS -PO Box 1683
TITLE-
Member N"
CITY -Carolina Beach
ST-NC ZIP-28428
7. BRIEFLY DESCRIBE THE NATURE OF BUSINESS: Motel
8. CERTIFICATION OF A NNUIrPORT
MUST BE COMPLETED BY ALL LUUMD LIABILITY COMPANIES.
FORM
5 G
OF THE L.L.C.
D TE
Z
J44s
I
TY E R PRINT NAM2
TYP9aXYkiNTTTrLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division -Post Office Box 29525 • Raleigh, NC 2762"525

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INici ael F E?siey, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 6, 2002
CERTIFIED MAIL #700I 0320 0003 0382 7525
RETURN RECEIPT REQUESTED
Mark Simpson, Partner
Palm Beach Development Group, LLC
5202 Carolina Beach Road, Suite 16
Wilmington, NC 28412
Subject:
Dear Mr. Simpson:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
NOTICE OF VIOLATION AND INTENT TO
ENFORCE
Amerihost Inn and Suites
Stormwater Permit No, SW8 010903
New Hanover County
On December 13, 2001 and January 31, 2002, Wilmington Regional Office personnel performed
Compliance Inspections of the project known as Amerihost Inn and Suites, located near Monkey Junction in New
Hanover County, North Carolina, The inspection was performed to determine the status of compliance with
Stormwater Permit Number SW8 010903, issued to you on January 16, 2002.
This letter is to notify you that the Wilmington Regional Office of the Division of Water Quality is
considering sending a recommendation for enforcement action to the Director of the Division of Water Quality.
The recommendation concerns the violation of North Carolina General Statute 143-215.1(a)(1), Failing to obtain
a permit prior to making an outlet into waters of the state. Per NCGS 143-215.6A(2), failing to apply for or secure,
and/or act in accordance with the terms, conditions, or requirements of a permit required by NCGS 143-215.1, you
may be subject to a civil penalty of not more than $25,000.
The project has been found in violation of Stormwater Permit Number SW8 010903, issued pursuant to the
requirements of 15A NCAC 2H.1000. The violations found are:
1. As of December 13, 2001 construction on this project, including laying of foundation, had
commenced prior to issuance of Stormwater Permit No. SW8 010903 (effective date January 16,
2002).
2. Section II, Part 1: The stormwater system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
As of January 31, 2002, construction of the permitted storm-,vater retention pond «,as not
complete, vegetated, or operational for its intended use.
t4CDE R
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 2B405 [phone] Fax [phone] Customer Service
800-623-774e.

Mr. SimpS013
February 5. 2002
Stormwater Permit No. SW8 010903
-----------------------------------------------
To correct these violations you must :
Provide a written "Plan of Action" which outlines the actions you will take to correct the violation(s)
and a time frame for completion of those actions, on or before March 6, 2002.
2. Complete construction of the permitted Stormwater retention pond, including required vegetation,
such that the stormwater management system is fully operational, prior to construction of additional
built upon area.
If you have an explanation for this violation that you wish to present, please respond in writing within
ten (10) days following receipt of this Notice. Your explanation will be reviewed and if an enforcement action is
still deemed appropriate, your explanation will be forwarded to the Director with the enforcement package for his
consideration.
Failure to provide the "Plan of Action" by March 6, 2002, or to correct the violations by the date designated
in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and may result in additional enforcement
action which may include recommendations for the assessment of civil and criminal penalties, pursuant to NCGS
143-215.6A.
By copy of this letter to the New Hanover County Building Inspector, this Office is requesting that the
Building Inspector consider withholding building permits and Certificates of Occupancy for this project until this
matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Mr. Hal Lee at [phone].
Sincerely,
z2e� &-e4A
Rick Shiver 4e-T
Water Quality Regional Supervisor
RSS:Ihwl S:1WQSISTORMWATINOTICE1010903.JAN
cc: James Fentress, P.E.
Tony Roberts, New Hanover County Building Inspections
. HaiL-ee�
Central Office

State Stormwater Management Systems
Permit No. SW8 010903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mark Simpson, Palm Beach Development Group, LLC
The Palms At Dunhill
New Hanover County
FOR THE
construction, operation and maintenance of wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until June 22, 2014, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 4 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 76,831 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 4 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area.
3

State Stormwater Management Systems
Permit No. SW8 010903
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
The Palms at Dunhill
Permit Number:
SW8 010903 Modification
Location:
New Hanover County
Applicant:
Mark Simpson, Member Manager
Mailing Address:
Palm Beach Development Group, LLC
419 Marina Street
Carolina Beach, NC 28428
Application Date:
November 7, 2002
Amended June 16, 2004
Receiving Stream/River Basin:
Mott Creek/Cape Fear
Stream Index Number:
18-82
Classification of Water Body:
"C-Sw"
Drainage Area, 9cres:
Onsite, ft :
Offsite, ft2:
Total Impervious Surfaces, ft2:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL
Controlling Orifice:
Permitted Forebay Volume, ft3:
3.24
141,134
None
76,831
4
90% (no filter is required)
25.0
7,521 @Permanent Pool
6771
25.8
1.25"0 pipe (drawdown in 2-5 days)
3,070
4

State Stormwater Management Systems
Permit No. SW8 010903
II. SCHEDULE OF COMPLIANCE
1. Upon completion of the modifications to the existing stormwater management
system, which include regrading the slopes of the wet detention pond to increase
its surface area and volume, the stormwater management system shall be
vegetated including the establishment of wetland plants on the vegetated shelf,
and operational for its intended use prior to the construction of any additional
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.

State Stormwater Management Systems
Permit No. SW8 010903
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
G. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
31

State Stormwater Management Systems
Permit No. SW8 010903
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding- requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall no tify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 22"d day of June, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
7

I!ic^ael F. Easley, G;.vernor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
January 16, 2002
Mr. Mark Simpson, Partner
Palm Beach Development Group, LLC
5202 Carolina Beach Road, Suite 16
Wilmington, NC 28412
Subject: Permit No. SW8 010903
Amerihost Inn & Suites
High Density Stormwater Project
New Hanover County
Dear Mr. Simpson:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Amerihost
Inn & Suites on November 7, 2002. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000. We are
forwarding Permit No. SW8 010903 dated January 16, 2002, for the construction of Amerihost Inn & Suites.
This permit shall be effective from the date of issuance until January 16, 2012, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or
me at [phone].
Sincerely,
-Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:IWQSISTORMWATIPERMIT10I0903.JAN
cc: .lames Fentress, P.E.
Tony Roberts, New Hanover County Inspections
Beth E. WetheriIl, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
Q
r4CDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 010903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Palm Beach Development Group, LLC
Amerihost Inn & Suites
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until January 16, 2012 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
68,255 square feet of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be Iimited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements,
in accordance with the approved plans.
2

0
State Storm,,vater Management Systems
Permit No. SW8 Ol 0903
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Amerihost Inn & Suites
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Draina,ge Area, acres:
Total Impervious Surfaces, W
Future Development, ft2
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, 113:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
[.MMIXIII1193
New Hanover County
Mr.Mark Simpson, Partner
Palm Beach Development Group, LLC
5202 Carolina Beach Road, Suite 16
Wilmington, NC 28412
November 7, 2002
Mott Creek / Cape Fear / 18-82
"C Sw"
4
25
3.24
68,255
21,954
None, per Engineer
5,884
7,384
5,707
5,717
25.7
1.25"cp pipe
3

State Storm«'ater Management Systems
Permit No. SW8 0109.03
II. SCHEDULE OR COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. All connections into the stormwater system from future areas or outparcels shall be made such that short-
circuiting of the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
6. Decorative spray fountains will not be allowed in the stormwater treatment system.
7. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.
10. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
11. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
4

State Stormwater Management Systems
Permit No. SW8 010903
12. If the stonnwater system was used as an Erosion Control device, it must be restored to design condition prior
to operation as a stormwater- treatment device, and prior to occupancy of the facility.
13. Deed restrictions must be recorded prior to the sale of any portion of the project's drainage area or future area
shown on the approved plans to ensure that the new owners are made aware of the built -upon area
limitations. The following statements must be recorded:
a. To ensure continued compliance with the NC Division of Water Quality Stormwater Management
Permit Regulations, 15A NCAC 2H.1000, the maximum built -upon area for outparcel(s) and future
areas shown on the approved plans is 21,954 square feet. This allotted amount includes any built -
upon area constructed within the property boundaries, and that portion of the right-of-way between
the lot lines and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
b. The runoff from all built -upon area within the designated future area must be directed into the
permitted stormwater control system.
C. Built -upon area in excess of the permitted amount will require a permit modification.
d. The connection into the stormwater control shall be made such that short-circuiting ofthe system
does not occur.
C. The future development tract shall submit a permit application to the Division of Water Quality and
receive a permit prior to construction.
14. A copy of the recorded deed restrictions with all statements as listed above, must be submitted to the DWQ
within 30 days of the date of the recording. The recorded copy must be signed by the permittee, dated,
stamped with the deed book number and page, and bear the stamp/seal of the Register of Deeds.
15. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the pennittee, for which Sedimentation and Erosion Control Plan approval and/or a
CAMA Major permit was sought.
f Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
16. . The Director may determine that other revisions to the project should require a modification to the permit.
17. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools
5

State Stormwater Management Systems
Permit No. SNA18 010903
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
2. failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. in the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
5. The Permittee grants DENR Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
S. The permittee shall notify,the Division of any name, ownership or mailing address changes within 30 days.
Permit issued this the 16th day of January, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�.L ,c ,t C.
�} Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010903
7

State Stormwater Management Systems
Permit No. SWS 010903
Amerihost Inn & Suites
Stormwater Permit No. SW8 010903
New Hanover County
Designer's Certification
Page I of 2
as a duly registered in
the State of North Carolina, having been authorized to observe (periodicallylweekiylfull time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
I have checked the items listed on Page 2 of this form as a part of this Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stor n.vatcr Management Systems
Permit No. SW8 010903
Certification Requirements:
cc
Page 2 of 2
.1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
NCDENR-DWQ Regional Office
"Tony Roberts, New Hanover County Building Inspections

Date Received
Fee Paid
Permit Number
— f—o /
Za `i' 3f
v /d 9D 3
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as ari original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
ll��yr*■ 11 / %F241y
3. Mailing Address for person listed in item 2 above:
City: _ Wilmington
Telephone Number: 910 796-002
State: NC
Gip: 28412
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Amerihost Inn & Suites
5. Location of Project (street address):
Carolina Beach Road
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From the intersection of S. CgllQge and Crolina Beach Rd_ south on Carolina Reach
u^ad, property -is on corner of_Dunhill and US 421_sesvice road annrnx 3 miles south
of intersection.
7. Latitude:__N_340R' 1 ." Longitude:U 77° 5i' 40" of project
8. Contact person wlio can ansiver questions about the project:
Name: James H. Fentress. Jr., P.E.H. Fentress, Jr.. P.E� Telephone Number: (910 ) 815-0775
11. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Dorm SWU-101 Versicm 3.99 Page 1 01,4

2. If this application is being; submitted as the resrilt of a renewal or modification to an existing; permit, list the
existing permit number SW8 990225 and its issue date (if known) May 205 1999
3. Specify the type of project (check one):
Low Density X High Density -Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control _ 404/401 Permit �NPDCS Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-67,18.
III. PROJECT INFORMATION
1. In the space provided below, surrunarim how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
_Stormwatar will be collected in drop inle InrarPrl rhoughn„t the property And convoyed a
rletenti,nn nnnrl _ from there, it will be a__iq>r�Y.Qaad predeve pment
2. Stormwater runoff from this project drains to the
River basin.
3. Total Project Area: 3.24 acres 4. Project Built Upon Area: 67.3
S. How many drainage areas does the project Nave? 1..'
6. Complete the following; information for each drainage area. If there are more than two drainage areas in the,
project, attach an additional sheet with the information for each area provided in the same format as below.
p0a d Z
-iaJr.i i.$i.nA o.ri�.latlVn 3, T9. .+2�'
ti.,c�„' M x)? q l ^,,
z L7ratna q Are ,1Draina{fe
�.,,�CNe��..
''3 t }
Ar{a 2 ,u
Receiving Stream Name
Mott Creek
Receiving Stream Class
CSW
Drainage Area
3.24
Existing Impervious" Area
`0
Proposed Im ervioust Area
% Impervious Area (total)
487
r
IIngir7 LIS SLli'face`Area ..,,t:
z i?raula e Areal
Y., ag re ;
l�rasna e Area 2
'i,
On -site Buildings
11-025 SE
On -site Streets
On -site Parking
30,995 SF
On -site Sidewalks
2,281 SF
Other on -site. /Residental
21,994 SF
Off -site
Total:
Total:
Irnpervious area is defined as the built upon area including, but not f trited to, buildings, roads, parking areas,
sidmalks, graacl areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7,. How was the off -site impervious area listed above deriveci7 N/A
iV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing eacll lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The firllowing covenants are intended to ensure ongoing compliance zoitlr state stomrwatcr rrrarragcruerrf permit
nurnber as issued bid the Division of Water Quality. These covenants pray
not be changed or deleted without the consent of tyre State.
2. No more than square feet of any lot shall be covered by structures or bripemious materials.
Irrrperuioris rnoteritrls include asphalt, gravel, concrete, brick, stone, slate or similar rrurterial bid do not include wood
decking or ilrc water surface of swinunirrg pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted arnowit requires a state stornrwater nranagernerrt permit rrrodificalion prior to
consfruchorr.
5. All perrniticd runoff from owparcels or future develtrprrrent shall be directed into the perrnrtted slorrnivater control
systern. These connections to the slormwater control system shall be per formed in a manner that maintains the
integrity and perforrrrarrcc of the system as perrniticd.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
sha€t include all the applicable .items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT DORMS
The applicable state stormwater management pernut supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
hlfiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Forrn SWU-101 Vcrsion 199 P,rdc 3 of 4

VL' SUI;MI'i'['AL.t'LQUfR1:N1L'iNTS
Orly Complete application packages will be accepted nnCd revsewed by t11e DMS1On Of Kller 0Ua1;ty (DI'Vn).
A complete package includes all of the items listed below. The complete application packs c shouid be
submitted to the appropriate DIA"Q regional Office.
Plense inclicate that you hinve provided the required information by in.it.itiling, in the L;pace
provided next to each item.
Original anti one copy of the Stormw;iter Management Permit Application Form
• One copy of the applicable Supplement Pomi(s) for each 13MP
Permit application processing tee of $470 (payable to NCD1_NR)
• Detailed narrative description of stormwater treatment/managem.ent
• TWO copies of plans Alld specifications, ilIcluding:
- Development/Project name
- l ngineer and firm
- Legend
- North arrow
- Scale
- revision number &- date
- NIL'-ln high water line
- Diniensioned property/project boundary
- Location 11) p \:pith nnmed streets or NCSR numbers
- Original contours, prOposecl contours, spot eievations, finished floor elevations
Details of roads, drainage features, collection systems, rend stornlwater control measures
- Wetlands delineated, or a dole on plans that none exist
- )existing drainage (includin4 off -site), drainagC nSermnts, pipe sizes, runoff calculations
- Drainmc areas delineated
- Vegetated buffers (;Vherc required)
VII. AGENT AUTHORIZATION
If you wish to dct,ignnte authority to another indiViclual ar firm SO that they may provide infornintlon oil your
behalf, please complete this section.
Designated agent (individual or firm): Stroud F,ngiaeer,ng PA
Mailing Addreas:_U.2 D Cinema DrJv_e___
City: Wilmington __— —� — St,lte:,RC—_—___. LIl?284.12___- __r---
Phonc: (— 910 815—0775
Vtll. APPLICANT'S CERTIFICATION
F n x: (g10)815-05 9 A
1, (1.114)11 Or type ,ur„rc nt tu:r r,,, litittr! irl Cz r<cruf l,If ortr;rrt ivrl, ;Ic?.,f 2) Mark Simpson --- _-- ---
certify that the information included on this permit tlpplicatiorl forin is, to the best of my knowledge, correct nnd
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will t,v�ecorded, and that the praposcci project col plies With the reclui; elilents of 1 A
NCAC 2H .1000. 1
Sis;nature:
Date: /
Form SWU-101 version 199 P,igc 4 of

Pe. t No.�-
f to be provided by DWQ)
State of North Carolina
Department of Environment and Nahtral Resources
Division of Water Qttality
STORMWATER MANAGEMENT PI .RMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thisform may be photocopied for use ns an original
DWQ Storinwater Management Plan Review:
A complete storniwater rnariageinent plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outict
structure details.
I. PROJRCT INFORMATION
Project Name: Amerihost Inn & Suite
Contact Person: ,lames H. Fentx GG, r.,P.E. Phone Number: ( ql0 815
—
For projects with multiple basins, specify which basin this :vorksheet applies to: pond 2
elevations
Basin Bottom Elevation
21 ft.
Permanent Pool Elevation 25 ft.
Temporary Pool Elevation 25.7 11.
areas
Permanent Pool Surface Area 7384 sq. ft.
Drainage Arca
Impervious Area
vohrrnes
Permanent Pool V011ime
Temporary Pool Volume
l orebay V010111C
Other pararneters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
--3.24 ac.
1.57 __ac
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(ors -.cite and off -site drainage to the basin)
12757 cu. ft. (combined volume of main basin and forebay)
5717 cu. ft. (volume detained above the permanent pool)
5143 cu. ft, (approximately 20%u of -total volurne)
4. 14 (sit if ice area to drainage area ratio frorn DWQ Ioble)
1.25 _ in. (2 to 5 day ternpormy pool draw -clown required)
I ill.
gn °lo (ininirnum 85% required)
Form SWU-102 Rev 3.99 Paae 1 of 4

Footr,f>tes:
t When using the Division SA/DA tables, the correct SAMA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Lunar interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative lilter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDI ,I R 13MP manual provides design, tables for both 85% TSS removal and 90% TSS removal.
II. IZFQUIIZED ITEMS CHECKLIST
The Following checkiist outlines design requiretnetlts per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
clocumentation is attached. It' the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement lens not been met, attach justification.
Applicants Initlak
FM
a. The permanent pool depth is between 3 and G feet (required minimum of 3 feet).
b. The forcbay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff'fronl the design storm event.
d. The temporary pool draws down in`2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
CalCL11atl01lS)
IF. The basin length to width ratio is-gfeater than 3:1.
g. The basin side slopes above the permanent pool Ire no steeper than 3:1.
C�S!" h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overnow and orifice.
N+- k. A recorded drainage easement is provided for each basin including access to nearest right-
01'-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Tile wet detention basin system is defined is the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided,
This system (check one) 0 does adoes not incorporate',t vegetated filter at the orttlet.
Tlris.systenl (check one) 0 floes tidoes riot inc:orpor,ite pretreatment other tlian ,,i forcbay.
Form SWU-102 Rev 3.99 Page 2 of

.. 1: .t 1ri�.. .. .� i.. ... .. , ... ..,
r � '
i:- :3.: i'- � _' r. �i3 ... , .. .. .1. .,. s��. ���. �- •r•�....`�i'.- .. '. -"1 J+:F iI:. .. '! .�:' ..

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition. '
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days is designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, snow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection systern (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. lZen10vt:.1CCl111111l1ted sediment frorn the wet detention basin system semi-annually or W11C11 depth is
rcduccd to 75% of the original design depth (See diagram below). IZcnioved sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.0 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(Jill in the 8lemb')
flernulnent E'ool EIeviitioa ) s _ n
Sediment Rerhoval ]_l. 22.0 J 75
--�-----� ------ �' Sep i►nent Removnl I levatiorr 22.0 75°l0
Bottom >rlc anon 21. 0 % ------------------------_-____-_____-________-_-
Bottom Elevation 21 _ n 25% /
FOREIBAY
MAIN POND
5: • IZetnove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow Along the vegetated shelf and forebay berm.
6. If the basin nnulst be drained for an emergency or to -perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Pabc 3 of' 'I

- 7.� All components of the wet dctcon basin system shall be maintained iWocl working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Mark Simpson
Title
Address: 5209 Carol i na RParh Road Suit16, Wilmingt=en, North arelitta 28412 _
Phone:
Signatt
Date:_ 9 S a�
Note: The legally responsible party should not be a llomcowncr5 association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
1, Tt2uv A&4 P5 • [M A6IL-t-- Tom- , a Notary Public for the State of f4Qr-W C rzoLijAh
County of N6w 1' bJ► ✓L do hereby certify that V-f4121L SIMV50►-J
personally appeared before me this STM day of toot , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
2�
r� 'OU,g LlG ?v
°�m;�aVERG.►`►
SEAL
My commission expires l t - Za- zoo t
Form SWU-102 Rev 3.99 11,tge 4 Of 4

FZ� �.: L a ��% L. -1
MAY 2 8 2004
STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
May 28, 2004
NCDENR
ATTN: Rhonda Hall
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: The Palms at Dunhill
Stormwater Project No. SW8 010903 Mod
New Hanover County
Dear Rhonda,
This letter is in response to your request for additional information for the aforementioned
project. We have addressed all the items cited and are resubmitting; the application for your
approval.
• The wet detention supplement has been revised to show the appropriate sediment removal
elevations.
• As per our conversation May 28, 2004, the forebay weir has been relocated to its present
location.
• "file building footprint has been dimensioned.
• The pool deck has been dimensioned.
• The storage elevation on the outlet structure, application calculations has been revised to
25.8.
• Trash racks have been installed on the outlet structure. Invoices for the work are enclosed.
• The outlet structure is labeled on the plans.
• The only change to the existing hotel site is the addition of the driveway to the south. This
additional impervious is accounted for in the impervious totals for the townhome complex.
Thank you in advance for attention to this matter. Should you have any further questions or
comments upon review of the revised plans and application, please contact me at 815-0775 or
psnoddvn.strouderlgi neer.com^
Thank You,
C. Patrick Snoddy; E.I.
Stroud Engineering, P.A.
cc: Mark Simpson
I'iItOP':QiilMAARRC1incSlSe��is.�+pd
HESTRON PLAZA TWO
SUITE B
102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE, NC 27858
WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone]
[phone] [phone]

Entity Names
Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTM ENT OF -rFlE
Secretary SECRETARY of STATE
Corporations
"Corporations Home
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Search
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 5/18/2004
Click here to:
View Document Filings 1
Print a pre -populated Annual Report Form 1 File an Annual Report I
Corporation Names
Name Name Type
NC Palm Beach Development Legal
Group L.L.C.
Limited Liability Company Information
SOSID:
OB01279
Status:
Current -Active
Date Formed:
8/17/2001
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Simpson, Elizabeth
Registered Office Address: 5202 Carolina Beach Road, Suite 16
Wilmington NC 28412
Registered Mailing
Address:
Principal Office Address: 5202 Carolina Beach Road, Suite 16
Wilmington NC 28412
Principal Mailing Address: No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.
httpa/www.secretary.state.nc.us/Corporations/soskb/Corp.asp?5362261 5/18/2004

O� W A rF9 Michael E. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
>' Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 24, 2004
Mr. Mark Simpson, Partner
Palm Beach Development Group, LLC
419 Marina Street
Carolina Beach, NC 28428
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010903 Mod
The Palms At Dunhill
New Hanover County
Dear Mr. Simpson:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Palms At Dunhill on March 11, 2004. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
Please verify sediment removal elevations of main pond and forebay on the wet detention
basin supplement.
2. The placement of the lower part of the forebay weir, directly across from the outlet
(shortway), will cause short-circuiting. Please relocate the weir. You need to provide at
least 3 times more length from inlet to outlet than the average width.
Please provide a dimensioned building footprint of the 18 unit townhome complex.
4. Please dimension the pool deck (impervious area around pool).
The outlet structure detail indicates that the overflow slot invert is 25.8. This does not
correspond to 25.75 indicated on the supplement form and used in the hydraulic
calculations. Based on my calculations, the volume at elevation 25.75 will be slightly
less than the required minimum. Please check your calculations and increase the storage
elevation to 25.8.
6. Please provide trash racks over the outlet weir and orifice.
7. Please label the release structure location.
If this modification involves no changes to the tract that currently houses the existing 65
room hotel, we can incorporate the original plans as part of this modification. However if
there has been any redesign or addition to the approved amount of built upon area on that
tract, then these changes must be shown on the new plans. Please advise this office as to
any redesign or addition to the tract that currently houses the existing 65 room hotel.
N. C. Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
(91M) 395-3900
[phone] Fax
Customer Service
1 800 623-7748
��wxA
INCDEN.R

Mr. Mark Simpson, Partner
Page 2
May 24, 2004
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to May 31, 2004, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a -construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent'to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this matter
please feel free to call me at [phone].
Sincerely,
. y.
Rhonda Hall
Environmental Engineer
RSS/:rbh S:1WQSISTORMWATIADDIN1701200410I0903.may04
cc: Rhonda Hall
James H. Fentress, Jr. PE, PLS

JUN 1 6 2004
NCDENR
STORMWATER
MANAGEMENT
ME
THE PALMS
AT
DUNHILL
MA RC FI 8, 2004
R1�VI SED
J UNI=? 15, 2004
+0st�rerrrrir�
:��pQ;•''�SS1p'�tiy ��:
-
•�ss�es+ssrsrrrr
OWNL:R: I?.AI',M B'GACI=I DI=?VI=;LOPMI?N'1" GItOUI', LLC
419 MARINA SIRE= .FT
CAROLINA BI=�,ACFI, NC 28428
STROUD ENGINEERING, P.A.
102 SUITE D CINEMA DRIVE
`VILMINGTON, N.C. 28403
[phone]
File F.\master\l)w-283\wpd\ecpcover.wpd

PROJECT:
PROJECT #:
DATE:
REVISED:
NEW HANOVER COUNTY STORMWATER
TOTAL AREA (AC) =
3.24
PROPOSED IMPERV AREA (AC)=
1.76
% IMPER AREA =
0.54
PROPOSED PERVIOUS AREA (AC)=
1.48
PERVIOUS =
0.46
STATE REQUIRED STORAGE FOR 1ST IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.539943628
REQUIRED VOLUME = 1.0 IN X RUNOFF X AREA X 43560 SF/AC/12 INIHR
VOLUME (CF) = 16350
STATE REQUIRED SURFACE AREA
90% TSS REMOVAL
54% IMPERVIOUS, 4 FT DEEP
SAIDA = 4.74
SURFACE AREA = SAIDA x 43560 SFIAC x AREA/100 (SF) _
RUN-OFF COEFFICIENT "C"
IMPERVIOUS = 0.95
PERVIOUS = 0.25
USE PREDEVELOPMENT C = 0.25
PROPOSED COMPOSITE "C" = .95 X .48 + .25 X .52 =
;h
INTENSITY W15 MIN TIME OF CONCENTRATION (INIHR) =
2 YR INTENSITY (INIHR)= 5.88
10 YR INTENSITY(INIHR)= 7.23
25 YR INTENSITY(IN/HR)= 8.15
100 YR-INTENSITY(IN/HR)= 9.6
0.25
0.63
6690
PALM COAST
PW-283
02/25/04
6/ 15/2004

PROJECT: PALM COAST
PROJECT #E: PW-283
DATE: 02/25/04
2 YR, PREDEVELOPMENT FLOW Q = CIA
Qpre(CFS) W 4.76 C = 0.25
I = 5.88 IN/HR
A = 3.24 AC
2 YR. POST DEVELOPMENT FLOW Q = CIA
Qpost(CFS) = 12.02 C = 0.59
1 = Es;88 INIHR
A = 3.24 AC
10 YR. PREDEVELOPMENT FLOW Q = CIA
Opre(CFS)
F 5.86 C = 0.25
I = 7.23 IN/HR
A = 324 AC
10 YR. POST DEVELOPMENT FLOW Q = CIA
Qpost(CFS) =
14.78 C = 0.59
1 = 7.23 INIHR
A = 3.24 AC
25 YR. PREDEVELOPMENT FLOW Q = CIA
Qpre(CFS) =
6.60 C = 0.25
1 = 8.15 INIHR
A = 3.24 AC
25 YR. POST DEVELOPMENT FLOW 0 = CIA
Qpost(CFS) =
16.66 C = 0.59
= 8.15 INIHR
A = 3.24 AC
100 YR, PREDEVELOPMENT FLOW Q = CIA
Qpre(CFS)
F 7.78 C = 0.25
1 = 9.60 INIHR
A = 3.24 AC
100 YR. POST DEVELOPMENT FLOW Q = CIA
Qpost(CFS)
F 19.63 C = 0.59
1 = 9.60 INIHR
,A=3.24AC

SOIL AS GIVEN BY THE NEW HANOVER COUNTY SOIL SURVEY - LEON
HYDROLIC GROUP "B"
CURVE NUMBER
IMPERVIOUS = 98
URBAN OPEN SPACE (>75% GRASS) = 61
COMPOSITE CURVE NUMBER (CN) = 98 X (,54) + 61 X (.46) _
S = (10001CN) -10 = 2.324
PRECIPITATION 2 YR 6 HOUR STORM (IN) =
PRECIPITATION 10 YR 6 HOUR STORM (IN) =
PRECIPITATION 25 YR 6 HOUR STORM (IN) =
PRECIPITATION 100 YR 6 HOUR STORM (IN) _
2 YR RUNOFF =(P - 2S)"2/(P + .8S) =
10 YR RUNOFF =(P - ,2S)^21(P + .8S) =
25 YR RUNOFF =(P - .2S)^2/(P + .8S) =
100 YR RUNOFF =(P - .2S)^21(P + ,8S) _
1.56
2.84
3.63
4.82
TIME TO PEAK (Tp) (MIN) = (43.5 X AREA X RUNOFF)/POST Q
2 YR Tp (MIN) = 18,26
10 YR Tp (MIN) = 27.07
25 YR Tp (MIN) = 30.74
100 YR Tp (MIN) = 34.61
REQUIRED STORAGE
2YR STORAGE (CF) = (Qpost - Qpre)Tp X 1,39 X 60 =
10YR STORAGE (CF) = (Opost - Qpre)Tp X 1.39 X 60 =
25YR STORAGE (CF) = (Qpost - Qpre)Tp X 1.39 X 60 =
100YR STORAGE (CF) = (Qpost - Qpre)Tp X 1.39 X 60 =
m
3.30
4.82
5.71
7,00
PROJECT:
PROJECT #:
DATE:
81.14
11059
20156
25799
34217
PALM COAST
PW-283
02/25/04

POND DIMESIONS AND VOLUMES
ELEV,
SA FOREBAY
(FT)
(SF)
21
0
22
227
23
723
24
1275
25
1916
26
27
28
29
POND VOLUMES
ABOVE PERMANENT POOL
ELEV.
SA POND
(FT)
(SF)
25
7521
26
9406
27
10559
28
11768
29
13033
STATE REQUIRED STORAGE VOLUME
STATE STAGE ABOVE PERM POOL =
STATE STORAGE ELEVATION (FT) _
2 YR STORM STAGE (FT) =
2 YR STORM POND ELEVATION W
10 YR STORM STAGE (FT) =
10 YR STORM POND ELEVATION =
25 YR STORM STAGE (FT) =
25 YR STORM POND ELEVATION =
100 YR STORM STAGE (FT)
100 YR STORM POND ELEVATION =
VOL FOREBAY SA POND
(CF)
(SF)
1478
1995
475
,:• 2585
999
3247
1595.5
5605
9406
10559
11768
13033
VOLPOND
SUM VOL
(CF)
(CF)
8464
8464
9983
18446
11164
29610
12401
42010
6350
0.8
25.8
1.26
26.26
2.15
27.15
2.66
27.66
3.37
28.37
PROJECT:
PROJECT #:
DATE:
VOL POND
(CF)
1736.5
2290
2916
4426
7505.5
9982.5
11163.5
12400.5
PALM COAST
P W-283
02/25/04
SUM VOL
(CF)
1736.5
4501.5
8416.5
14438
21943.5
31926
43089.5
55490

DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE = 5717 CF
2 DAY FLOW (CFS) = 57171(2 X 24 X 60 X 60) =
5 DAY FLOW (CFS) = 57171(5 X 24 X 60 X 60) = `
Q = A X Cd(2 X G X H)".5
A = AREA
Cd = ORIFICE COEFF. = 0.6
G = GRAVITY = 32.2 FISEC"2
H = HEIGHT = 0.8
2 DAY AREA
A = OI(Cd(2 X G X H12)".5 (SF) =
5 DAY AREA
A= QI(Cd(2 X G X H/2)".5 (SF) =
DRAWDOWN ORIFICE TO BE 1.25 INCHES IN DIAMETER
DRAWDOWN TIME = 3.62 days
PROJECT: PALM COAST
PROJECT #: PW-283
DATE: 02/25/04
0.033085938
0,013234375
0.011 DIAMETER (IN) = 1.434
0.003 DIAMETER (IN) = 0.763

' STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858 r1 LJ
[phone] V/
TO �C Z
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
[UR L T1212 OL V o e L1VMJLIVML
DATE
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ATTENTION
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❑ Samples ❑ Specifications
COPIES
DA'i'E
NO.
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THESE ARE TRANSMITTED as checked below:
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❑ For your use
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17
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
3961-A MARKET STREET
WILMINGTON, NC 26403
[phone]
May 1, 2002
NCDENR
Division of Water Quality
Attn: Mr. Rick Shiver
127 Cardinal Drive Ext,
Raleigh, NC 28403
Re: Amerihost Inn and Suites
Stormwater Permit No. SW8 010903
Dear Mr. Shiver,
2002
I am including the Engineer's Certification for the aforementioned project. The slopes ofthe
pond Have adequate vegetative cover and all other components of the pond are built within substantial
compliance of the permit. The accompanying photo
depicts the established pond vegetation and completed
outlet structure as observed yesterday. I hope that this
is a satisfactory resolution to this project's construction.
The owner is aware of his continued maintenance
requirements to comply with the conditions of the
permit.
Thank you,
Jame H. Fentress, Jr. PE P S
attachment
p.c- Mark Simpson �..
: .
JHF1jf
:.
File f \masterlpw-2831wpolcertcovr.wpd
107 COMMERCE ST.
HESTRON PLAZA TWO
SUITE B 3961-A MARKET S%
151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403
MOREHEAD CITY, NC 28557
[phone] [phone]
[phone]

- ..
r� • .,
-
,..

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
3961-A MARKET STREET
WILMINGTON, NC 28403
[phone]
April 1, 2002
NCDENR
Division of Water Quality
Attn: Rick Shiver
127 Cardinal Drive Ext,
Raleigh, NC 28403
Re: Notice of Violation Stormwater Permit No. SW8 010903
Q
,. 0 APR 0 3 2002
..--r-,..-.---------
Dear Mr. Shiver,
This letter is to advise NCDENR that the stormwater pond for the aforementioned project
is complete and seeded. I am including a photo of the pond with outlet structure now installed and
the entire periphery hydro -seeded. Once the seed
has propagated I intend on providing the
Engineer's Certification.
If you have any questions or concerns, .i
please fell free to call me.
nk you, b:z-,-
I
James . Fentress, Jr. PE,
cc Mark Simpson
JHFIjf
File f-.\masterlpw-2831wpd1VIOLATE2.wpd
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 3961-A MARKET ST. 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
3961-A MARKET STREET
WILMINGTON, NC 28403
[phone]
November 7, 2001
NCDENR
ATTN: Linda Lewis
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Amerihost Inn & Suites
Stormwater Project No. SW8 010903
New Hanover County
Dear Linda,
RECEIVED
NOV 0 7 2001
DW@
PROJ #
This letter is in response to your request for additional information for the aforementioned
project. We have addressed all the items cited and are resubmitting the application for your approval.
The upper invert of the 4" orifice pipe is more clearly shown at elevation 25. The temporary storage
elevation calculation, release structure detail and supplement have been changed to read 25.7. The
SA/DA has been changed to 4.14. However, this did not affect the pond dimensions as ample surface
area was already provided. The lower part of the forebay weir has been moved back to its original
location. All calculations and designs have been sealed. The original signature sheet for the
supplement is included with this package. We hope this information satisfies your concerns regarding
this project. I apologize for the misunderstanding over the amount of property Mr. Simpson had
purchased. If you have any questions, please call or email me at [e-mail].
Thank You,
C. Patrick Snoddy, E.I.
Stroud Engineering, P.A.
cc: Mark Simpson
File: F:/master/Pw2831wpd/lewis.wpd
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 3961-A MARKET ST. 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 2B557
[phone] [phone] [phone]

RE: Amerihost
•
Subject: RE: Amerihost
Date: Tue, 6 Nov 2001 16:32.21 -0500
From: "jimmy Fentress" <[e-mail]>
To: <[e-mail]>
CC: "Pat snoddy" <[e-mail]>
LINDA,
MR. SIMPSON HAS, TO DATE, ONLY BOUGHT THE TRACT ON WHICH THE PRESENT
PROPOSAL (AMERIHOST) IS SITED (3.24 AC.). HE HAS AN OBLIGATION TO BY AN
ACRE AND ONE HALF ON THE NORTH SIDE OF DUNHILL FRONTING THE SERVICE
ROAD. HE SHOULD BE WHOLLY RESPONSABLE FOR THE POND ON THE 3.24 AC.
SITE. THE SUBDIVISION PROPOSAL IS SPECULATIVE AND POSSIBLY NOT
APPLICABLE. HE WILL AT SOME FUTURE DATE SEEK A REZONING ON THE RESIDUAL
PROPERTY AND POSSIBLY DO SOME COMMERCIAL VENTURE. IT WOULD BE TO AGAIN
MODIFY THE PERMIT AT THAT POINT. THERE IS NO IMMEDIATE PLANS HOWEVER TO
SUBDIVIDE THE PROPERTY. AS TO THE PROBABLE PURCHASE OF THE ACRE AND A
HALF ON THE NORTH SIDE OF DUNHILL, I WOULD GUESS THAT HE WOULD APPLY TO
USE THE POND ALREADY CONSTRUCTED AND MAKE APPLICATION AS AN OFFSITE
FACILITY. THE CONSTRUCTED POND HAD AN ESTIMATED AMOUNT OF IMPERVIOUS
FIGURED FOR THIS PROPERTY YET IT DID NOT PROPOSE A SPECIFIC PLAN. THE
SUBMITTAL WOULD OBVIOUSLY INCLUDE A DEVELOPMENT PLAN THAT WAS WITHIN THE
PERMITTED ALLOWANCE OF IMPERVIOUS FOR THIS POND. THANK YOU FOR YOUR
PROMPT ATTENTION TO PAT'S INQUIRY. THE OBJECTIVE OF THIS DIALOGUE IS TO
CONSIDER THE NEED OR LACK OF FOR RESTRICTIVE COVENANTS AT THIS TIME.
COULD WE NOT SHOW THIS UNDEVELOPED AREA AS "FUTURE DEVELOPMENT" HAVING
RESERVED A 30% IMPERVIOUS ALLOWANCE IN THE PRESENT POND DESIGN. SORRY
FOR ALL OF THE CONFUSION. PLEASE REPLY AT YOUR EARLIEST CONVENIENCE.
JIMMY FENTRESS
> ------Original Message-----
• From: pat snoddy
> Sent: Tuesday, November 06, 2001 4:13 PM
> To: jimmy fentress
> Subject: FW: Amerihost
>:
> -----Original Message-----
• From: Linda Lewis [SMTP:[e-mail]]
> Sent: Tuesday, November 06, 2001 3:59 PM
> To: pat shoddy
> Subject: Amerihost
> Dear Pat:
> If Mr. Sampson bought the whole thing, then no deed restrictions are
> needed until he decides to sell all or part of the project to another
> party. Ideally, Mr. Ripa should have already recorded the restrictions
> before he sold to Mr. Simpson.
> Mr. Simpson will need to complete an application for BOTH ponds, and
> sign a supplement for each -one.
> Linda
1 of 1 11 /6/2001 4:56 PM

RE: AMERIHOST INN & SUITES
M
Subject: RE: AMERIHOST INN & SUITES
Date: Mon, 5 Nov 2001 16:24:49 -0500
From: "pat snoddy" <[e-mail]>
To: "Linda Lewis" <[e-mail]>
MR. SIMPSON PURCHASED THE ENTIRE PROJECT. AREA 1 HAS BEEN CONSTRUCTED
AND WILL BE MAINTAINED BE MR. SIMPSON. POND 2'S DIMENSIONS ARE NOT
CHANGING. WE HAD TO DECREASE THE AMOUNT OF IMPERVIOUS TO COMPLY WITH
THE NEW COUNTY STORMWATER REGULATIONS. THIS BEING THE CASE, WHAT
RESTRICTIVE COVENANTS WILL NEED TO BE RECORDED?
> -----Original Message-----
,' > From: Linda Lewis ISMTP:Linda.Lew1s0ncmail.netl
> Sent: Monday, November 05, 2001 4:09 PM
I > To: pat shoddy
> Subject: Re: AMERIHOST INN & SUITES
i
> Dear Pat:
fi >
> I can't answer your questions until you can provide me with the
> following:
> The original permit (990225) was issued to Larry Ripa. Has Mr.
> Simpson
> bought the entire 8.35 acre project? If he has, then the modified
> application will need to cover all the stuff we originally permitted
;. > to Mr.
> Ripa, including the exising pond. If we excluded the existing pond
• > from the
> modification, the Division would have no recourse concerning
> maintainance
> and compliance because the permit that used to cover the existing pond
> was
> modified to exclude it..
'a > If Mr. Simpson only bought a portion of the project, (what was
> identified as Area 2 on the 990225 approved plans), and he will be
> changing ..,
> the pond that was approved for that area, then Mr. Simpson needs to
> apply
> for his own high density permit, not a modification.
> No deed restrictions are needed if this option is used. Mr. Ripa would
> also
> need to modify his permit to exclude the previously permitted Area 2
> since
> Mr.Simpson now owns it and it has it's own permit.
> If Mr. Simpson bought the tract but Mr. Ripa will build and
> maintain
> Pond 2 under his 990225 permit, then Mr. Simpson needs to apply for an
> offsite permit to discharge the Area 2 runoff into the permitted pond.
! > A
> copy of the deed restrictions for that outparcel area that Mr. Ripa
> was
> supposed to record (as part of his permit conditions) would need to be
> submitted.
> It's sounds more confusing than it really is. You need to determine
> who
! > bought what.
>
1 of 2 11/6/2001 3:46 PM

RE: AMEAIHOST INN & SUITES
1
> Linda
> pat snoddy wrote:
> > LINDA,
> > IN ITEM #8 OF YOU NOVEMBER 1, 2001 LETTER, YOU ASK THAT WE ACCOUNT
> FOR
> > ALL OF THE PROPERTY COVERED IN THE ORIGINAL PERMIT. PLEASE ADVISE
> ME ON
> > WHAT THIS WOULD ENTAIL. CAN WE NOT MODIFY JUST THE POND 2 PORTION
> OF
> > THE PERMIT AND LEAVE THE POND ONE PORTION AS IS SINCE IT HAS BEEN
> > PREVIOUSLY CONSTRUCTED AND CERTIFIED? ALSO, WHAT AREAS DO THE DEED
> > RESTRICTIONS NEED TO COVER? THANK YOU IN ADVANCE FOR HELP.
> > PAT SNODDY
2 of 11/6/2001 3:46 PM

i
file:///Untitled
Yes, let's make this a new permit. I'll let Mr. Ripa know that his permit will need to be modified because
he sold off a portion of the permitted property. His situation will not affect your permit process. Please
go ahead and address items 1-7; and 11-13 of my November 1, 2001, letter.
Linda
jimmy fentress wrote:
LINDA,
THANKS AGAIN FOR THE TIMELY RESPONSE. THE MISUNDERSTANDING WAS
OF OUR DOING. WE KNEW THAT THERE WAS AN EXISTING PERMIT AND THOUGHT
THE
ONLY THING NECCESSARY WOULD BE TO SHOW OUR PROPOSAL. THERE WAS MORE
CONSIDERATION NECESSARY OF THE FINER POINTS THAN WE CONDUCTED. I WOULD
ALSO PROPOSE THAT THIS PROJECT BE MORE SIMPLY PERMITTED BY ITSELF.
WOULD CLARIFICATION BY THE CERTIFYING ENGINEER THAT THE POND OF OUR
PROPOSAL WAS NOT CONSTRUCTED AND SUBSEQUENTLY NOT CERTIFIED CLEAR UP
THIS SITUATION AND PAVE THE WAY FOR A NEW PERMIT? PAT SEEMED TO THINK
THAT YOU HAD PRESCRIBED A NEW PROJECT NUMBER TO OUR SUBMITTAL. IF THIS
IS THE CASE COULD WE NOT SIMPLY CHANGE OUR APPLICATION FROM
MODIFICATION
TO NEW AND CLEAR THIS UP? PLEASE REPLY AT YOUR EARLIEST CONVENIENCE.
THE FOLLOWING IS FOR CLARIFICATION AND COMMENT IF NECESSARY.
THE PRESENT AMBITION IS ONLY TO PERMIT THE 3.24 ACRE AREA. THE
UNDEVELOPED PORTION OF THE 3.24 AC. BETWEEN THE HOTEL AND THE POND WILL
BE RESERVED FOR FUTURE DEVELOPMENT WITH A THIRTY PERCENT COVERAGE
ALLOWANCE. IT WILL BE IDENTIFIED AS FUTURE DEVELOPMENT ON THE PLAN. AS
FAR AS THE PROPERTY ON THE NORTH SIDE OF DUNHILL, WHEN A PROPOSAL IS
PRESENTED ON THIS PROPERTY IT WILL BE TO UTILIZE THE OFFSITE AND
EXISTING POND OF WHICH MR. RIPA IS RESPONSABLE.
THANKS AGAIN
JIMMY FENTRESS
-----Original Message -----
From: Linda Lewis [mailto:Linda.Lewisnncmail.net]
Sent: Tuesday, November 06, 2001 5: l 5 PM
`Co: jimmy fentress
Subject: Re: Amerihost
Dear Jimmy,
I thought when pat said he had bought the whole thing, it included Pond
and it's drainage area. Sorry for the misunderstanding. If Mr. Simpson
has
bought what was originally called Area 2 on the 990225 permit, and will
build and maintain the wet pond, then he will need to get his own permit
and
Mr. Ripa will have to modify his permit to delete Area 2.
Since the tract has been purchased and is under review, deed
restrictions
are not needed for Area 2 at this time. You can account for any amount
of
future development in the pond's design. if Mr. Simpson retains
ownership of
4
I of 3 11/7/2001 10:43 AM

fileJ//Untitled
the future area, all that would need to be done prior to the development
of
the 1.5 acres is to submit grading and layout plans. A permit
modification
won't be needed.
If you account for the 1.5 acres in the pond design, and Mr. Simpson
decides
to sell the 1.5 acres later, but keep his 3.24 acre tract with the pond,
the
owner of the 1.5 acre tract will need to apply for his own offsite
permit.
Mr. Simpson will retain the maintenance responsibility for the pond, so
he
will need to include provisions in the sale or lease for sharing the
maintenance costs of the pond with the new owner.
Have I confused you more?
Linda
Jimmy fentress wrote:
> LINDA,
> MR. SIMPSON HAS, TO DATE, ONLY BOUGHT THE TRACT ON WHICH THE PRESENT
> PROPOSAL (AMERIHOST) IS SITED (3.24 AC.). HE HAS AN OBLIGATION TO BY
AN
> ACRE AND ONE HALF ON THE NORTH SIDE OF DUNHILL FRONTING THE SERVICE
> ROAD. HE S14OULD BE WHOLLY RESPONSABLE FOR THE POND ON THE 3.24 AC.
> SITE. THE SUBDIVISION PROPOSAL IS SPECULATIVE AND POSSIBLY NOT
> APPLICABLE. HE WILL AT SOME FUTURE DATE SEEK A REZONING ON THE
RESIDUAL
> PROPERTY AND POSSIBLY DO SOME COMMERCIAL VENTURE. IT WOULD BE TO
AGAIN
> MODIFY THE PERMIT AT THAT POINT. THERE 1S NO IMMEDIATE PLANS HOWEVER
TO
> SUBDIVIDE THE PROPERTY. AS TO THE PROBABLE PURCHASE OF THE ACRE AND A
> HALF ON THE NORTH SIDE OF DUNHILL, I WOULD GUESS THAT HE WOULD APPLY
TO
> USE THE POND ALREADY CONSTRUCTED AND MAKE APPLICATION AS AN OFFSITE
> FACILITY. THE CONSTRUCTED POND HAD AN ESTIMATED AMOUNT OF IMPERVIOUS
> FIGURED FOR THIS PROPERTY YET 1T DID NOT PROPOSE A SPECIFIC PLAN. THE
> SUBMITTAL WOULD OBVIOUSLY INCLUDE A DEVELOPMENT PLAN THAT WAS
WITHIN
THE
> PERMITTED ALLOWANCE OF IMPERVIOUS FOR THIS POND. THANK YOU FOR YOUR
> PROMPT ATTENTION TO PAT'S INQUIRY. THE OBJECTIVE OF THIS DIALOGUE IS
TO
> CONSIDER '1 HE NEED OR LACK OF FOR RESTRICTIVE COVENANTS AT THIS TIME.
> COULD WE NOT SHOW THIS UNDEVELOPED AREA AS "FUTURE DEVELOPMENT"
HAVING
> RESERVED A 30% IMPERVIOUS ALLOWANCE IN THE PRESENT POND DESIGN. SORRY
> FOR ALL OF THE CONFUSION. PLEASE REPLY AT YOUR EARLIEST CONVENIENCE.
> JIMMY FENTRESS
2 of 3 11 /7/2001 10:43 AM

f
file:///Untitled
> > -----Original Message-----
* > From: pat shoddy
> > Sent: Tuesday, November 06, 2001 4:13 PM
> > To: jimmy fentress
> > Subject: FW: Amerihost
> > -----Original Message -----
> > From: Linda Lewis [SMTP:[e-mail]]
> > Sent: Tuesday, November 06, 2001 3:59 PM
> > To: pat snoddy
> > Subject: Amerihost
»
> > Dear Pat:
> > If Mr. Simpson bought the whole thing, then no deed restrictions are
> > needed until he decides to sell all or part of the project to
another
> > party. Ideally, Mr. Ripa should have already recorded the
restrictions
> > before he sold to Mr. Simpson.
> > Mr. Simpson will need to complete an application for BOTH ponds, and
> > sign a supplement for each one.
> > Linda
3 of 3 11/7/2001 10.43 AM

STROUD ENGINEERING, P.A.
3961-A Market Street
WILMINGTON, NC 28403
ILIAUVIE?n ®[� U�U HMDUUZM
[phone]
TO A/C
WE ARE SENDING YOU 0 Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
DATE /I 7 D j
JOB(.�3
t►J
ATTENTION
RC:
/%( S V i
R'20s. o. 5 � " o! o 0
❑ Samples
the following items:
❑ Specifications
COPIES
NO.
DESCRIPTION
)DATE
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
0 Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
Cd4dami7
SIGNED:
If enclosures are not as noted, kindly notify us at once.

Rol

Entity Names
http://www.secretary.state.nc.us/Corporations/Corp.asp?5362261
I
I
ARTMENT OF THE SECRETARY OF STATE
Corporations
Date: 11/1/2001
Document Filings
Corporation Names
Name
Name Type
Palm Beach Development Group L.L.C.
Legal
Limited Liability Company Information
SOSID: 0601279
Status: Current -Active Name
Date Formed: 8/17/2001
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Principal Office
Agent Name: Simpson, Elizabeth
Address:
Registered Office 5202 Carolina Beach
Principal Mailing
Address: Road, Suite 16
Address:
Wilmington NC 28412
Registered Mailing
Address:
No Address Listed
No Address Listed
of 1
11/1/2001 2:33 PM

STROUD ENGINEERING, P.
! 3961-A Market Street .RE T • T 1 '
WILMINGTON, NC 28403
SEP 0 y cLIIui1
[phone] p i Y :
TO /�/��_N iZ_
ti
SEP 0 5 2001
WE ARE SENDING YOU ❑ Attached LC}nder s
© Shop drawings 0 Prints
❑ Copy of letter ❑ Change order
cover via
E Plans
N-T-'[F.Q
BATE "7 16 I J06 NP t—J
RE:
❑ Samples
I
the following items:
❑ Specifications
COPIES
DAI E
NO.
DESCRIPTION
l�
7
I� �f �1Z�a'r• p ��
9
LA
1
{
�{
Ul! cSr w- "b
THESE ARE TRANSMITTED as checked below:
u\\lor approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
❑ Approved as submitted
ID Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
'I ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS j:—::72 a:M PS E (/rU1`-F�
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

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NARRATIVE
Proiect Description,...,
The purpose of the proposed development is to allow for the construction of a hotel and
parking areas. The site is 3.24 acres located in the Federal Point Township of New Hanover County,
near the intersection on Carolina Beach Road(US 421) and South College Road(NC 132):
Site Descri Lion
The site has mostly flat topography. Stormwater from the site will be collected in one of
several drop inlets located throughout the parking areas. From there, the water will be conveyed to
a wet detention pond located at the rear of the prol)crty. Overflow volumes will be released through
the emergency spillway to the ditch running along.the southern boundary of the property. Waters
from the site drain to the Mott Creek, stream class C SW.
Adiacent Properties
Land use in the vicinity is zoned commercial and residential. The land immedintely to the
north and south is undeveloped. Property to the west is developed residential. Areas to the east arc
presently developed commercial.
Soils
The soil, as found in the SCS Soil Survey of New Hanover County, is Leon. Soils are sand
with very low shrink swell potential. Leon soils are rapidly permeable with permeability rates in
excess of 20 in"ches per our at depths below 30 inches. The risk of corrosion is high so measures
should be taken to protect exposed steel and concrete.

OF WATFR
02 pG
J J
.. .
Mr. Mark Simpson, Partner
Palm Beach Development Group, LLC
5202 Carolina Beach Road, Suite 16
Wilmington, NC 28412
Dear Mr. Simpson:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
November 1, 2001
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010903
Amerihost Inn & Suites
New Hanover County
r. The Wilmington Regional Office received a Stormwater Management Permit Application for Amerihost Inn
& Suites on September 5, 200I . A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. The invert of the orifice into the outlet structure is not clear based on the detail provided. Please
make it clear that the invert of the 4" orifice pipe through the wall of the "Release Structure" is 25.
2. The outlet structure detail indicates that the overflow slot invert is also 25. I'believe this should be
corrected to 25.63.
3. The supplement form indicates that the overflow elevation is 75.63. I believe this needs to be
corrected to 25,63.
4. The SAIDA ratio used to calculate the required minimum surface area is too low. If you interpolate
between 40% and 50% at 4' deep, 90% TSS, the ratio is almost 4.2%. You use only 3.74%. Please
check and revise. While sufficient area to make up for the error has been provided, this may be a
problem on other projects if the area provided is just a little more than required. I have enclosed
SA/DA tables for your use.
The placement of the lower part of the forebay weir, directly across from the outlet (shortway), is
not in compliance with the original SW8 990225 permit. The current proposed design will cause
short-circuiting. Please relocate the weir to the other side of the forebay, as originally permitted. You
need to provide at least 3 times more length from inlet to outlet than the average width.
6. Please seal the design calculations.
7. Please provide an original signature for the wet detention supplement. The copy submitted is not
acceptable.
ma
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

ir
Mt. Simpson
November 1, 2001
Stormwater Project No. SW8 010903
----------------------------------------------
8. If Mr. Ripa leased Area 2 to you, with Pond 2 already built, and Mr. Ripa will maintain the pond
through the lease terms, an offsite permit is needed. The original permit limited the BUA for this
development to.92,565 square feet, but if the pond was not constucted per the approved plans, this
limit will be reduced. If you submit this as a modification to the original, you will become the
responsible party for maintaining the other pond that treats runoff from the other -tracts that were
permitted under SW8 990225. If you now own all of the property originally permitted under SW8
990225, then you need to account for all of the property and the other pond originally permitted
under SW8 990225 on the current application, not just Area 2.
9. Recorded deed restrictions for the project have not been provided. Prior to issuing a modification
or a new permit, a copy of the recorded deed restrictions must be provided, as well as a completed
name/ownership change form and documentation of the sale or lease of this property.
10. On July 31, 2000, the Division received the Designer's Certification for the SW8 990225 project.
We expect this to mean that both ponds were constructed per the approved plans, however, the
current Pond 2 design parameters are significantly less than what was permitted under SW8 990225.
The Certification did not indicate that there were any deviations from the approved plans, or that it
was for Pond I only. Has Pond 2 been constructed?
11. Some of building dimensions are obscured by a heavy dotted line. Please relocate them so they
can be read.
12. Please specify the�wetland species to be planted on the 6.1 shelf. An approved selection of plants
may be found in Chapter 2 of the BMP manual.
13. Based on my calculations, the volume at elevation 25.63 will be slightly less than the required
minimum. Please check your calculations and increase the storage elevation to 25.7 minimum.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to December 1, 2001, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.

4
V.
Mr. Simpson
November 1, 2001
Stormwater Project No. SW8 010903
Please reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must
be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATIADD1NFO1010903.NOV
cc: Linda Lewis
James Fentress, P.E.

Permit No. -)wJ'0901703
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form rimy be photocopied for use as an original
DWQ Storrnwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFOR11 UTION
Project Name: Ameri.host Inn & Suite
Contact Person: James H. FentreG-,, Jr. .P.E. Phone Number: ( 910 ) R15-0775 R�
,t For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 21 ft
Permanent Pool Elevation 25 ft
Temporary Pool Elevation 75.63 ft
areas
Permanent Pool Surface Area 7384 sq. ft.
Drainage Area
Impervious Area
volumes
Permanent Pool VO1U111C
Temporary Pool Volume
Forcbay Va1ll111e
Other paratneters
SAIDAI
Diameter of Orifice
Design Rainfall
Design TSS Removal z
3.24 ac
1.57 ac
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water .surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the burin)
12757 cu. ft. (combined volume of main basin and forebay)
5717 cu. ft. (volunre detained above the permanent pool)
5193 cu, ft. (approximately 20% of total volume)
3.74 (su,tface area to drainage area ratio fi-orn DWQ table)
1.25 in. (2 to 5 day ternporaiy pool draw -dawn required)
1 111.
An % (minimum 85% required)
Form SWU-102 Rev 3.99 Pabe 1 of 4

Footnotes:
t When usinn the Division SA/DA Mbles, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 1n the 20 coastal counties, the requirement for a vegetative filter may be waived if the vet detention basin is designed to provide
90%n TSS removal. The NCDFNR 13MP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per —the Stormwater Best.Management,Practices.ivlanual
(N.C. Department of Environment, Health and Natural ',Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following,design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a regi irement has not been met, attach justification:
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20%v of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in�2 to S days.
hr,4 e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3: I.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
N4- k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
� in. A mechanism is specified which will drain the basin for maintenance'or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including foi-ebays and the
vegetated filter if one is provided.
This system (check orle) 0 does (kdoes not incorporate a vegetated i7lter at the outlet.
This.systern (check one) 0 does tidoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rcv 3.99 Pade 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for Sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. RCmove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water duality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.0 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in 111e blanks)
Perninnent Pool Elevation 25 _ n
Sediment Rerltoval El. 22.0 175
--------------- Sediment Removal Elevation 22.0 75%
Bottom Ile ;t[ion 21.0 % --------------------;--"-------------"----------------------
Bottom Elevation -2 -,(L 25°/o
FORE -RAY !MAIN POND
5. - Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
G. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Paae 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or rc�ponsiblc party.
Print name: Mark S
Title: Parrnar
Addr6Ss:--_5202 carol;na Rwarh RO-ad_, Suite 16,Wlimii4sten,—North Gere! !
Phone
Signat
Date:__-_ -7461
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots ]nave been sold ,Ind
a resident of the subdivision has been named the president.
I, -MZL1 v\/)Ai4 F5 - M A6lt-�- '3� a Notary Public for the State of Hor-- 4 CA,,oLtj-t1
"'County of NV--w 4- r�tx/�=�2 , do hereby certify that U Ai-Z►- St mt-0so,.J
personally appeared before me this 5n4 day of S PTEMV$6vz- ,ZOo % , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires t t - Zo_ Zao t
Form SWU-102 Rev 3.99 Pane. 4 of 4

WET DETENTION POND ANALYSIS
FILE NAME:
PROJECT#:
PROJECT NAME: :Th­P8 ':lm's:at:DunhiII
.. . .. .....
G:\DATA\WPDATA\WQS\POND\010903.WK1
REVIEWER: R. Hall
DATE: 18-May-04
....... ... .. ..
Receiving Stream: Motts Creek Class: -SW
:8
Drainage Basin: Q 6 6: F 6 Index No. :1 .. .. .... ... ...
. .. .. .........
Site Area :::acres
Drainage Area 414.3 %00square feet Area in Acres
IMPERVIOUS AREAS Rational C
:::2 3 9 5 8 0 0 "'square feet
...............
................... ... . 47865
.. .. .. .
square feet
Sidewalks 3668.00 square feet
Pool 1340.00 square feet
square feet
square feet
TOTAL LOT square feet Rational Cc=f<"I`�s"1""',
SURFACE AREA CALCULATION
% IMPERVIOUS
Des. Depth
TSS:
...............
SA/DA Ratio
Req. SA
sf
Prov. SA
sf
VOLUME CALCULATION * place a "ll" in the box if Rational is used
Rational ?* FOREBAY
inches me= Des. Storm Perm. Pool Volu
Rv= Req, Forebay Volume=
Bottom ms I Provided Volume=
Perm. Pool 2Q msl Percent=
%
Design Pool 17:12 5.: 8': m s I
Storage met @eiev msl Elevation Area Inc. Vol. Acc. Vol.
�..-.6 0::' Req. Volume cf 25.00 7521.00
Vol. Prov. at DP cf 26.00 9406.00 8463.50 8463.50
ORIFICE CALCULATION
`3`.65'sq. inches
Avg. Head ft Q2 Area
Flow Q2, cfs cfs Q5 Area inches
Flow Q5, cfs �sq. inches
cfs Orifice Area
111� M.,
No. of Orifices Q= 0.025 cfs
s
Diameter, inche
V­­1 25: weir H x W in x in
days -
Drawdown Surface Area @DP sq.
Falling Head Dra days
wdown=
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.