SW8120912_HISTORICAL FILE_20121119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1`-O`o2ll/ f
YYYYMMDD

Central Files: APS SWP
11/19/12
Permit Number SW8120912
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active New Project
Permit Type
Version Permit Classification
State Stormwater
1.00 Individual
Primary Reviewer
david.cox
Coastal SW Rule
Permitted Flow
Facili
Facility Name
Ocean King Condominiums
Location Address
Atlantic Blvd And E Dr
Atlantic Beach NC 28512
Owner
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Owner Name Owner Type
Capital Bank Na Non -Government
Owner Affiliation
Joel Barrier
333 Fayetteville St Ste 800
v Raleigh NC 27601
NxDates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11/19/12 09/27/12 11/19/12 11/19/12 11/19/20
Regulated Activities Requested/Received Events
State Stormwater - HD - Infiltration Deed restriction requested
Deed restriction received
Additional information received
Additional information requested 11/13/12
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

Cox, David
From: Richard Collier [[e-mail]]
Sent: Tuesday, November 13, 2012 8:39 AM
To: [e-mail]
Cc: Cox, David
Subject: Inspection and Maintenance Agreement for Ocean King Condominiums
Attachments: I M Infiltration Basin Rev2.doc
Importance: High
Bob:
Please find attached the NCDENR Inspection and Maintenance Form for the Infiltration Basin related to Ocean
King Condominiums. Please have this form completed for appropriate signature, executed, and notarized and
send me and David Cox, NCDENR (email attached) a scanned copy. Then mail the original to David Cox at 127
Cardinal Drive Extension — Wilmington, NC -- 28405.
This is the last item that David needs to issue your new permit for the facility.
Thanks,
Richard Collier, PE Asst Vice President
Tel [phone] x236 I Cell 910.520.7754
243 North Front Street I Wilmington, NC 28401
RCollier(a)mckimcreed.com I httpJ/www.mckimcreed.com
v MC M&CREED
ENGINEERS SURVEYORS PLANNERS
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1

IRECEIVEEly l
SEP } }
27 2012
• BY: y i �j
N0RTH CAROLINA, CARTERET COUNTY
This instrument and this certificate are duly filed at
the date and time and In the Bo and Page shown
an the first page Here FOR REGISTRATIOFJ REGISTER OF DEEDS
joy LawrenCs
R isterofDeeds Carteret county, NC
gy C �G Larch 27, 2012 i1,31:06 AID
quLoapugaRe4sterotDeodo COMER DEED 6 P
FEE: $26.00
1yC REVFiUE LE 14�1;444Q55`200.04
J Prepared by .farm Law r L7y TLLC
The property being conveyed is the result of the foreclosure of a commercial loan: and does not include the primary
residence of a grantor which is a North Carolina limited liability company.
STATE OF NORTH CAROLINA Stamps: $4,200.00
Parcel #s: See Legal Description
COUNTY OF CARTERET
THIS TRUSTEE'S DEED is made and entered into this the ):] day of March, 2012, by and between
JOHN M. HARRIS, Substitute Trustee in the Deed of Trust hereinafter mentioned, of Carteret County, as
Grantor, whose address is PO Box 712, Morehead City, North Carolina 28557 and CAPITAL BANK, N.A., as
Grantee, whose address is 333 Fayetteville St., Suite 800, Raleigh, North Carolina 27601(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).
WHEREAS, on September 3, 2009, Ocean King, LLC, a North Carolina limited liability company,
executed and delivered unto CB Trustee, LLC, as Trustee, a certain Deed of Trust, Security Agreement,
Assignment of Leases & Fixture Filing which was duly recorded on September 4, 2009, in Book 1320, Pages
141, et seq. in the Office of the Register of Deeds for Carteret County, North Carolina ("Deed of Trust"); and
WHEREAS, the Deed of Trust conveyed to the `trustee the real property described in herein as collateral
for the repayment of the related promissory note in the amount of $3,150,000.00; and
WHEREAS, because the indebtedness secured by said Deed of Trust being overdue and unpaid, the
holder of the indebtedness called upon the Grantor, who was substituted as Substitute Trustee by instrument
recorded on August 5, 2011 in Book 1382, Page 326, Carteret County Registry, to foreclose said Deed of Trust;
and
WHEREAS, Grantor initiated a foreclosure proceeding in the Office of the Clerk of Superior Court of
Carteret County, North Carolina (F ile# 11 SP 426) and pursuant to the initiation of the foreclosure proceeding, a
final hearing was held before the Clerk of Superior Court of Carteret County on December 8, 2011; and
WHEREAS, at such hearing, the Clerk of Superior Court of Carteret County entered an Order
authorizing Grantor, as Substitute Trustee, to proceed with the foreclosure of the Deed of Trust; and

WHEREAS, after due advertisement and notice and compliance both with the terms of the Deed of
Trust and the laws of North Carolina, on February 21, 2012, Grantor offered for sale to the highest bidder the
property which is hereinafter described and which is the same property encumbered by the aforementioned
Deed of Trust, said sale being conducted at the Carteret County Courthouse in Beaufort, Carteret County, North
Carolina; and a Report of Sale showing the initial bid was filed with the Clerk of Superior Court by the Grantor
on the 21 st day of February, 2012;
WHEREAS, CAPITAL BANK, N.A., at the expiration of the ten (10) day upset bid period with no
upset bids being made, became the Iast and highest bidder with a bid of $2,100,000.00; and
WHEREAS, the upset bid remained open for more than ten (10) days and no upset bid was offered and
no objection was made to the sale above -referenced; and
WHEREAS, on the day of March, 2012 the Grantor executed and delivered a deed to CAPITAL
BANK, N.A. upon receipt of the purchase price; and the purchase price has been paid or credited to note holder;
NOW THEREFORE, Grantor, acting as Substitute Trustee as aforesaid and acting pursuant to the
powers conferred upon him by order of the Clerk of Superior Court of Carteret County, North Carolina, in
consideration of that certain property located in Carteret County described herein and the sum of $2,100,000.00
for the bid amount, to him in hand paid or credited to note holder, has bargained and sold and by these presents
does bargain, sell and convey unto CAPITAL BANK, N.A., its heirs, successors and assigns, the' land sold as
aforesaid, the same being more particularly described as follows:
SEE ATTACHED EXHIBITA
TO HAVE AND TO HOLD the said lands and premises, together with all privileges and
appurtenances as thereunto belonging unto the said Grantee, its successors and assigns, forever, in as full and
ample manner, as Grantor, Substitute Trustee, is authorized and empowered to convey the same, subject
however, to the following:
Any and all unpaid Carteret County and Town of Atlantic Beach ad valorem taxes, and all other liens
and encumbrances which by law have a priority superior to the priority granted to the Deed of Trust which was
the subject of the foreclosure proceeding referenced herein, and the five easements recorded subsequent to the
Deed of Trust (such easements being more particularly described on Exhibit A attached hereto). Grantor makes
no warranty, express or implied, as to title, quality or condition of the property hereinabove described.
IN WITNESS WHEREOF, the Grantor, �Subs tote Trustee of the aforementioned Deed of Trust, has
hereunto set his hand and seal, the day and y" aforcr entioned. /
Substitute Trustee
175236e9 i.noc

91
STATE OF NORTH CAROLINA
COUNTY OF CARTERET [_�
12 �f Z-(j 1). t T � Li �J , a Notary Public of the State and County referenced
above, do hereby certify that JOI-IN M. HARRIS, Substitute Trustee, personally came before me this day and
acknowledged his due execution of the foregoing instrument.
Witness my hand and official stamp, this the day of March, 2012.
Notary PuIMc
I ,,``
My commission expires: r 1-� i i
iuxsasv_i.noc
BOOS u��� }

EXHIBIT A TO TRUSTEE'S DEED
TRACT 1/PARCEL E
Beginning at a calculated point marking the intersection of the eastern right-of-way of East Drive (ROW 55')
and the southern right-of-way of Atlantic Boulevard (55' ROW) being in the western property line of this tract,
the Point of Beginning, thence along that eastern right-of-way N 01"37'41" E 63.08 feet to an existing survey
nail in the southern right-of-way of East Atlantic Boulevard (50' ROW); thence along that southern right-of-
way S 88°26'06" E 130.98 feet to an existing iron rod marking a common corner with land now or formerly
owned by Mary M. Morton (Deed Book 493, Page 299 — PIN 6375 16 93 9820); thence along that common
property line S 01 023'50"W 102.04 feet to an existing survey nail in the northern right-of-way of that alley
known as East Boardwalk Drive (14' ROW); thence along that northern right-of-way N 89008'21"W 40.01 feet
to an existing survey nail marking a common corner with land now or formerly owned by Teresa B. Salle (Deed
Book 916, Page 677 — PIN 6375 16 92 7687); thence along that common property line: (i) N 01'47' 19" E 29.99
feet to an existing survey nail; (ii) N 8891'53" W, 91.47 feet to an existing iron pipe; and (iii) N 01°37'41" E
9.00 feet to the calculated point marking the Point of Beginning, containing 10,673 square feet, more or less
according to that survey entitled "Survey for Ocean King, LLC", dated August 19, 2009 (Last Revised ,
2009) prepared by Joseph N. Grady.
The above described property being the same property conveyed to OCEAN KING, LLC by deed recorded in
Deed Book 1191 Page 144, Carteret County Registry (PIN 6375 16 92 8842).
TRACT 2/PARCEL G
Beginning at an existing scribe in the curb of the intersection of the eastern right-of-way of East Drive (55'
ROW) and the southern right-of-way of East Terminal Boulevard (50' ROW) and marking the
northwesternmost corner of this tract, the Point of Beginning, thence along that southern right-of-way S
8895' 18" E 168.54 feet to an existing iron rod marking a common corner with land now or formerly owned by
William R. Nielson (Deed Book 838, Page 593 — PIN 6375 16 93 9048); thence along that common property
line S 01 °36'29" W 101.50 feet to an existing iron rod being a common corner with land now or formerly
owned by FMB of Atlantic Beach, (Deed Book 1135, Page 160 — PIN 6375 16 92 8948); thence along that
common property line N 88°35'42" W 148.15 feet to an existing scribe mark in the sidewalk on the eastern
right-of-way of East Drive; thence along that eastern right-of-way: (i) N 09' 43' 14" W 12.93 feet to an existing
scribe in the sidewalk; and (ii) N 09°45'46" W 90.64 feet to the existing scribe marking the Point of Beginning,
containing 16,073 square feet, more or less according to that survey entitled "Survey for Ocean King, LLC",
dated August 19, 2009 (Last Revised , 2009) prepared by Joseph N. Grady.
The above described property being the same property conveyed to OCEAN KING, LLC by deed recorded in.
Book 1191, Page 144, Carteret County Registry. (PIN 6375 16 93 8140)
TRACT 3/PARCEL B
Beginning at an existing iron pipe being the following courses and distances from the point of intersection of
the eastern right-of-way of East Drive (55' ROW) and the southern right-of-way of Atlantic Boulevard (55'
ROW) along that southern right-of-way of Atlantic Boulevard: (i) N 88012' 19" W 28.53 feet to an existing
survey nail; (ii) N 88012'42" W 25.01 feet to an existing survey nail; (iii) N 88°11'32" W 129.98 feet to an
Mom' � ®H � �T`t�f•-ircY.'RL t, l� „4M�� �� �_.�..�...r_____. _ _

existing survey nail; and (iv) S 01 °47'26"W 27.59 feet and marking the northeasternrnost corner of this tract
and a common comer with Tract 4/Parcel D, Tract 5/Parcel A, and Tract 6/Parcel C (all described below), the
Point of Beginning, thence along the common property line with Tract 6/Parcel C: (i) S 01°38'36" W 40.66
feet to an existing axle; and (ii) N 87°36'56"W 32.14 feet to an existing survey nail in the eastern edge of the
Town of Atlantic Beach brick sidewalk; thence along that eastern edge of that brick sidewalk N 01 °48'53" E
40.33 feet to a calculated point marking the common corner with Tract 5/Parcel A; thence along that common
property line S 88°1 P55" E 32.01 feet to the existing survey nail marking the Point of Beginning, containing
1,299 square feet, more or less according to that survey entitled "Survey for Ocean King, LLC", dated August
19, 2009 (Last Revised , 2009) prepared by Joseph N. Grady.
The above described property being the same property conveyed to OCEAN KING, LLC by deed recorded in
Deed Book 1191, Page 144, Carteret County Registry. (PIN 6375 16 92 5775)
TRACT 4/PARCEL D
Beginning at a point in southern right-of-way of Atlantic Boulevard (55' ROW) being N 88°12' 19" W 16.87
feet from the point marking the intersection of the eastern right-of-way of East Drive (55' ROW) and that
southern right-of-way of Atlantic Boulevard and marking the northeastommost corner of this tract and a
common corner with land now or formerly owned by Teresa B. Salle (Deed Book 916, Page 677 — PIN 6375 16
92 7687), the Point of Beginning, thence along that common property line with Teresa B. Salle S 0I"48'32"W
180.00 feet to a calculated point; thence N 88011'27" W 89.00 feet to an existing survey nail being the common
corner with Tract 6/Parcel C (described below); thence along that common property line with that Tract 6/Parcel
C: 0) N 01°I 1'l3" E 155.00 feet to a point; and (ii) S 89°48'35"W 76.00 feet to an existing iron pipe marking
the common corner with Tract 3/Parcel B, Tract 5/Parcel A, and Tract 6/Parcel C (both described below);
thence along that common property line with that "Tract 51Parcel A N 01°47'26" H 27.59 feet to an existing
survey nail in the southern right-of-way of Atlantic Boulevard; thence along that right-of-way: (i) S 88" 11'32"
E 129.98 feet to an existing survey nail; (ii) S 88°12'42" E 25.01 feet; and (iii) S 88012' 19" 11.66 feet to the
calculated point marking the Point of Beginning; containing 16,117 square feet, more or less, according to that
survey entitled "Survey for Ocean King, LLC", dated August 19, 2009 (Last Revised , 2009) prepared
by Joseph N. Grady.
The above described property being the same property conveyed to OCEAN KING, LLC by deed recorded in
Book 1171, Page 42, Carteret County Registry. (PIN 6375 16 92 7700)
TRACT 5/PARCEL A
Beginning at an existing survey nail being the following courses and distances from the point of intersection of
the eastern right-of-way of East Drive (55' ROW) and the southern right-of-way of Atlantic Boulevard (55'
ROW) along that southern right-of-way of Atlantic Boulevard: (i) N 88'12' 19" W 28.53 feet to an existing
survey nail; (ii) N 88°12'42" W 25.01 feet to an existing survey nail; and (iii) N 88° 11'32" W 129.98 feet and
marking the northeastemmost corner of this tract and a common corner with Tract 4/Parcel D, the Point of
Beginning, thence along that common property line S 01 °47'26" W 27.59 feet to an existing iron pipe marking
a common corner with Tract 3/Parcel B, Tract 4/Parcel D, and Tract 6/Parccl C (described below); thence with
that common property line of Tract 3/Parcel B N 88"] V55" W 32.01 feet to a calculated point in the eastern
edge of the Town of Atlantic Beach brick sidewalk; thence along that eastern edge of that brick sidewalk N
01 °48' 53" E 27.56 feet to a scribe mark in the brick sidewalk on the southern right -of: --way of Atlantic
Boulevard; thence along that southern right-of-way S 88°14'32" E 32.00 feet to the existing survey nail
marking the Point of Beginning, containing 883 square feet, more or less according to that survey entitled
11527699_I.DOC
� , AGE '�

b
"Survey for Ocean King, LLC", dated August 19, 2009 (Last Revised , 2009) prepared by Joseph N.
Grady.
The above described property being the same property conveyed to OCEAN KING, LLC by deed recorded in
Deed Book 1236, Page 236, Carteret County Registry. (PIN 6375 16 92 5778).
TRACT 6/PARCEL C
Beginning at an existing iron pipe being the following courses and distances from the point of intersection of
the eastern right-of-way of East Drive (55' ROW) and the southern right-of-way of Atlantic Boulevard (55'
ROW) along that southern right-of-way of Atlantic Boulevard: (i) N 88" 12' 19" W 28.53 feet to an existing
survey nail; (ii) N 88012'42" W 25.01 feet to an existing survey nail; (iii) N 88011'32" W 129.98 feet to an
existing survey nail; and (iv) S 01 °47'26" W 27.59 feet, and marking the northwesternmost corner of this tract
and a common corner with Tract 3/Parcel B, Track 4/Parcel D, and Tract 5/Parcel A, the Point of Beginning,
thence along that common property line with that Tract 4/Parcel D: (i) N 89°48'35" E 76.00 feet to a point; and
(ii) S 0I ° 1 P 13" W 155.00 feet to an existing survey nail in the Town of Atlantic Beach boardwalk; thence N
88012'24" W 109.64 feet to an existing survey nail in the `town of Atlantic Beach boardwalk; thence, in part,
along the Town of Atlantic Beach brick sidewalk N 01 147'56" E 112.03 feet to an existing survey nail also
marking the common corner with Tract 3/Parcel B; thence along that common property line: (i) S 87°36'56" E
32.14 feet to an existing axle; and (ii) N 01 038'36" E 40.66 feet to the existing iron pipe marking the Point of
Beginning, containing 15,356 square feet, more or less according to that survey entitled "Survey for Ocean
King, LLC", dated August 19, 2009 (Last Revised , 2009) prepared by Joseph N. Grady.
The above described property being the same property conveyed to OCEAN KING, LLC by deed recorded in
Deed Book 1191, Page 144, Carteret County Registry. (PIN 6375 16 92 6619);
[T3ogether with all improvements now or subsequently situated on the aforedescribed tracts and parcels
(collectively, the "Land")(including buildings, amenities, paving, landseapirrg;-gradnrg; parking-arrd-utility'------f---
installations)(the "Improvements"); all of Ocean King, LLC's interest in all easements and rights -of -way
appurtenant to or used in connection with the Land or the Improvements or as a means of ingress to or egress
from the Land or the Improvements (specifically including, without limitation, that "Deed of Easement"
recorded in Book 1336, Page 117, that "Deed of Easement" recorded in Book 1336, Page 118, that "Deed of
Easement" recorded in Book 1336, Page 119, that "Deed of Easement" recorded in Book 1336, Page 120, and
that "Deed of Easement" recorded in Book 1336, Page 121, all Carteret County Registry); all estates, interests,
rights and titles, if any, of Ocean King, LLC in the real estate lying in the streets, roads, alleys, ways, sidewalks,
or avenues, open or proposed, in front of, or adjoining, the Land and in and to any strips or gores of real estate
adjoining the Land; all fixtures now or subsequently affixed to the Land (even though detached or detachable)
and all building improvement and construction materials, supplies, and equipment and related personal property
now or subsequently delivered to the Land which are or will be made a part of and/or affixed to the Land or
incorporated into the Improvements (collectively, the "Fixtures"); and all other estates, interests, rights, and
titles of every kind and character which Ocean King, LLC now or subsequently has, in and to the Land, the
Improvements, the Fixtures, and all property which is used in connection with the Land, the Improvements, and
the Fixtures, including without limitation, the proceeds from condemnation or threatened condemnation of the
Land, the Improvements, the Fixtures, and the proceeds of any and all insurance covering the Land, the
Improvements, and the Fixtures and all water, oil, gas, mid other mineral rights relating to the Land.
17523689_1 DOC
_ PAGE

Completeness Review Checklist
Project Name: tiN /U Received Date: T )�
Project Location: -] Accepted Date:
Rule(s) M2008 Coastal 01995 Coastal1-1 Phase II (WiRO)Universal 01988 Coastal
Type of Permit: UL-Wor Mod or PR Existing Permit # (Mod or PR): nPE Cert on File?
Density:
Subdivided?:
or LID I Type: Commercial or Residential F-1NCG:
(% 00) Stream Class: 159 nSA Map nOffsite to SW8
or
ORW
Paperwork Emailed Engineer on:
FCJ<upplement(s) (1 original per BMP) BMP Type(s):
MO&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures 041
Corp or LLC: Sig. A_uth. per SoS or letter Note to Reviewer:
Q5 (within 6mo) 5 K � i +J `y' Cie E77E
A
Soils Report with SHWT iNfcnav_ �%C� S..3,3 O'&okXCi _
a culations (signed/sealed) 7tS
�No obvious errors �j V
Density includes common areas, etc e 1 " +
Deed Restrictions, if subdivided: % J
Signed & Notarized ! �► �W-6b
Correct Template Comm Res & HD LD or Dec. Covena is & -St.
Plans
F-12 Sets
Grading
Vicinity Map
Legend
Infiltration
Soils Report
SHWT:
Bottom:
Visited
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Details (roads, cul-de-sacs, curbs, sidewwa
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
E]DA Maps C
Wet Pond
Soils Report
SHWT: -
PP:
BMPs, Buildin �-
7 �
d
W(O
Project Boundaries
Offsite
E]PE Cert for Master
ElDeed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
Lot # Matches Master
sf
sf
Permitted Proposed: Proposed: Proposed:

North Carolina Secretary of State
Page 1 of 2
North Carolina
Flame F. Marshal!
❑EPARTMENT OF THE
Secretary SECRETARY ou- STATE
PO Box 29822 Raleigh, NC 2762"622 (919)8)7-2400
Date: 8/21 /2012
Click here to:
View Document Filings 1
J Print a pre -populated Annual Report Form I Amended A Previous Annual Report I
Corporation Names
Name
Name Type
CEIV
NC CAPITAL BANK
LEGAL
Ir-
Bank Information
SEP 2 7 2012
SOSID:
0428291
$Y:
Status:
Current -Active
Effective Date:
5/30/1997
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Registered Agent
Agent Name:
YARBER, B GRANT
Office Address:
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
Mailing Address:
PO BOX 18949
RALEIGH NC 27619-8949
Principal Office
Office Address:
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
Mailing Address:
PO BOX 18949
RALEIGH NC 27619-8949
Officers
Title:
CHIEF FINANCIAL OFFFICER
Name:
MICHAEL R. MOORE
Business Address:
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
Title: PRESIDENT
Name: B GRANT YARBER
Business Address: 333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
Title: SECRETARY
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=4650790 8/21 /2012

'North Carolina Secretary of State
t
Page 2 of 2
Name:
Business Address:
Title:
Name:
Business Address:
Title:
Name:
Business Address:
Title:
Name:
Business Address
Stock
NANCY SNOW
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
VICE PRESIDENT
MARK J. REDMOND
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
VICE PRESIDENT
A CHRISTINE BAKER
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
VICE PRESIDENT
GEORGE NICHOLSON
333 FAYETTEVILLE ST
SUITE 700
RALEIGH NC 27619
Class Shares No Par Value Par Value
COMMON 20000000 5
PREFERRED 8721 YES NIA
SERIES A PREFERRED 41279 YES NIA
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3342
http://\N�,NAr.secretary.state.ne.us/corporations/Corp.aspx?PitemId=4650790 8/21 /2012

MCIQM&CREED
September 27, 2012
David W. Cox
NCDENR-DWQ
127 Cardinal Drive
Wilmington, North Carolina 28405
RE: State Stormwater Management Permit
Ocean King Condominiums
Atlantic Beach, North Carolina
Dear Mr. Cox:
ENGINEERS
SURVEYORS
P L A N N E R S
M&C 06280-0001 (40)
kvcD sr,
Capital Bank, N.A. is seeking a new State Stormwater Management Permit for
the Ocean i ominiums in Atlantic Beach, NC. These condos were
issued a edevelopment WM Permit No. SW8080119 in March 2008. Capital
Bank receive e pr lect under foreclosure proceedings and retained McKim &
Creed, Inc. to reissue the previous plans and calculations used in support of the
original permit.
Attached you will find a full Redevelopment State Stormwater Management
Permit Application Package including the following:
1. New permit application (SWU-101) under the signature of Capital Bank,
N. A. of Raleigh, NC. (original and a copy);
2. Supplement forms for BMP-1 and BMP-2;
3. Permit Processing fee of $505.00;
4. Detailed Narrative;
5. USGS Quad Map of the project area and drainage basin;
6. Signed and sealed stormwater calculations;
7. Two sets of signed and sealed plans;
243 North Front Streei 8. Copy of the original sails report by ECS, Ltd.;
9. Copy of the current property deed, DB 1404, PG 55; and
r'
Wilmington, NC 28417i 10. Copy of the Secretary of State's corporation document.
Please review the enclosed documents and let me know if ouhavee anv
910.3a3.1048 questions or if you need any additional information. Yo Ae tE
Fox 910.251.8282 SEP 2 / 2012
www,mckimcreed.com
5:16280\0001\40-1'ermitslNCDENR Letter 09-27-2012.doc BY:

Mr. David W. Cox
NCDENR-DWQ
September 27, 2012
Page 2
[phone] (office) or at [phone] (mobile).
Sincerely,
MCK1M & CREED, INC.
C
( a( r
`Richar M. Collier, PE
Assistant Vice -President
Enclosures: Application, Fee Check #1890, Supplements, Calculations, Soils
Report, Plans, and Deed information.
Mailing Notation: US Mail
cc: Bob J. Fry, Special Asset Consultants, LLC (w/enclosures)
M&C File: 06280-0001 (40)
RECEoV�
SEP 212011
BY:-
�/ ENCKM&CREED

DWQ USE ONLY
Date Received
fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form ivay be pliotocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ocean King Condominiu
2. Location of Project (street address):
4 parcels located at the intersection of Atlantic Blvd and East Drive, and 1 parcel on the corner of East Drive
East Terminal
City:Atlantic Beach
County:Carteret
3. Directions to project (from nearest major intersection):
7ip:28512
From Hwy 70 in Morehead City turn at the Atlantic Beach Bridge, follow the Atlantic Beach Causeway to the
end and go across Hwy 58 to West Drive {One Wad). follow West Drive to the left (Atlantic Boulevard) until
the road turns to the left. There will be five (5) parcels on the Ocean.
4. Latitude:34° 41' 53.8" N Longitude:76° 44' 17.4" W of the main entrance to the project.
1I. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
1Renmuls 7oitli tnodrficalions also requires SWU-102 - Renezn4 Application Faun
b.If this application is being submitted as the result of a modification to an existing permit, list the existing;
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ❑High Density ❑Drains to an Offsite Stormwater System ®Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can.be
obtained by contacting the Customer Service Center at 1 877-623-6748): ®�0
®LAMA Major ❑Sedimentation/Erosion Control: ac of Dist1}a:bt
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts "V ,_��i_
b.If any of these permits have already been acquired please provide the Project Name,
issue date and the type of each permit:All have been received.
mber,
Is the project located within 5 miles of a public airport? ®No Dyes.
If yes, see S.L. 2012-200, Part VI: laws
Form SWU-l01 Version MAug2012 Page I of

r.
IIl. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Capital Bank, N.A. ^
Signing Official & Titlejoel Barrier, Senior Vice -President _
b.Contact information for person listed in item I above:
Street Address:333 Fayetteville Street, Suite 800
City:Raleigh State:NC 7ip:27601
Mailing Address (if applicable):Same
City:
Phone:
Email:
State:
1,ax: ( )
%i
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact-Infornhation, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b beloNv.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: - State: Zip:
Phone: Fax: ( }
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organ ization:Bob. Fry / Special Assett Consultants, LLC
Signing Official & Title:Bob Fry, Manager
b.Contact information for person listed in item 3a above:
Mailing Address:P.O. Box 97814
City:
Phone: (919 ) 215-1609
l:nhail:bobfryconsultant a aol.conh
Sta te:NC
Zip27624
Fax: (919 ) 844-0626
4. Local jurisdiction for building permits: CarteretCouiht
Point of Contact:Building Inspector Phone 4: (252 } 728-8545
l-ornh SWU-101 Version 06Aug2012 Pagc 2 of 6

+IV. PROJECT INFORMATION
1. In the space provided below, hLLefly summarize how the stormwater runoff will be treated.
Run-off from rooftop of a Lwo-story facility and pool deck will be collected into an infiltration area located
under thepool; run-off from parking lot will he collected by trench filter. Run-off from condominimums
will be collected from down spouts and transmitted to the storm drainage system,,
2. a. if claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph I1 - Post Construction
3. Stormwater runoff from this project.drains to the White Oak River basin.
4. Total Property Area: 1.38
acres 5. Total Coastal Wetlands Area: 0 acres
6. "Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) _Total Project
Area':1.38 acres
4 Total project area shall be calculated to exclude the following: lire normal pool of iurpounded structures, fire area
between the barks of streams and rivers, the area belozo the Normal High Water (NNW) line or Mean High lNater
(MHW) line, aful coastal wetlands landward from the NNW (or MHW) line. 71re resullaut project area is rrsr_d to
calculate overall percent built upon area (BUA). Non -coastal zvellands Iand7vard of the NHW (or MHW) line luay
be included in the total project area.
S. Project percent of impervious area: ('Total Impervious Area / Total Project Area) X 100 = 53.09 %
9. I -low many drainage areas does the project have?3 (For high density, count I for each proposed engineered
storm )(Iter BMP. For lozo density arid other projects, use I for the Whole property a) -ea)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet %vith the information for each area
provided in the same format as below.
Basin Information
Draina e Area 1
Drainage Area 2
Drainage Area 3
Draina ge Area
Receiving Stream Name
Atlantic Ocean
Atlantic Ocean
Atlantic Ocean
Stream Class *
S13
S13
SB
Stream Index Number *
03-05-03
03-05-03
03-05-03
Total Drainage Area (sf)
33,655
10,673
16,073
On -site Drainage Area (so
33,655
10,673
16,073
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area " s
21,713
7,918
2,433
% Impervious Area** total
64.52%
74.207.
15.100/.
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/lots (sf)
19,630
0
1,659
On -site Streets (sf)
[1
3,150
0
On -site Parking (sf)
0
4,768
0
On -site Sidewalks (so
780
0
274
Other on -site (so
1,303
0
500
Future (so
0
0
0
Off -site (sf)
0
0
0
I,-xisting 13UA*** (sf)
0
0
0
Total {sf):
21,713
7,918
2,433
Stream Class and index Number can be detennirred at: htt a: far tal.ncrletrr.ar il>ebfrua/rls/csrr/classi catiulrs
fill aeroious area is defined as the built upon area including, but not !limited to, buildings, roads, parking areas,
SUIe nalks, gravel areas, etc.
'Report only that alrlount of existing BUA that will rc)uaiu after development. Do not report ally existing BLIA that
is to be removed and Which ztfill be replaced by new BLIA.
I-omi SWU-101 Version 06Au1o2012 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
I'roiects in Union County: Contact Dff"Q Central Office staff to check if the project is located ii ithin a Threatened &
Endangered Species rs,atershed that inay be subject to more stringent storimi,ater reguireinents as per 15A NCAC 028.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httq://vortal.ncdenr.or/�veb/wq/tits/su/brnu-manual.
VI. SUBMITTAL REQUIREMENT'S
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and 13MP
checklists are available from _docs. the complete
application package should be submitted to the appropriate 17WQ Office. (I'lie appropriate office may be
found by locating project on the interactive online snap at littLi://portal,iicdeiir.oi-g/iveb/wq/ws/­sti/iiiaLis.)
Please indicate that the followin re uired information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from Itttp Z/portal.ncdenr.oil;/web/x,\,gZ�ti,s/su/statesw/]'orris does.
f41Z16
1. Origiiial and oiie copy of the Stormwater Management Permit Application Form.
2. Original aiul Dare copy of the signed and notarized Deed Restrictions & Protective Covenants
1�orm. (if required as per Part VII belotr))
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permitapplication processing fee of $505I7ayable to NCDENR. (For an Express review, refer to
litt-p.Z/www.eiivlleip.orgZl2agesZoiiestot)ext)i-ess.litiiiI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to tti1-o pages) describing the stormwater treatment/inanagententfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. if the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the Ml-1W or NI-IW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (inchided in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
V11/'
Forst SWU-101 Version 06Au;2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
1 d d' t d 1 , I f 1 b 1 'ti 1 t'
e evations n a ttron o ept is; as v% c as a map o i ie oring Ocailol1S wi i t ie exis ing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils neap with the
project area clearly delineated. For projects with infiltration 13MPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule n site visit for DWQ to verifij the SHWT prior
tosnbnriftrzl, [phone].)----.-
10. A copy of the niost current property deed. Deed book: 1404 Page No: 55 J[J�=tom
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC n�
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or 1-1-C must be listed as in active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp:/ /,A,ww.secretary.staLe, iic,us/Corporations/CSearch.as1)
VII. DEED RES'1•RICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. Theappropriate deed restrictions and
protective covenants forms can be downloaded from
htt ?ortal.ncdenr.org/web/�tiq/ws/su/states�v/forms_docs. Download the latest versions for each submittal,
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ, and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or- firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Richard M. Collier PE
Consulting Firm: McKim & Creed, Inc.
Mailing Address
City:Wilmington
Phone
343-104
F-mail:rcolliei,Qmckimcreed.coni
State:NC Zip:28401
Fax: (910 - �251-8282
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itent 2 has been filled oral, complete this
scction)
I, (print or type rranie of person listed in Contact Information, item 2a) Joel Barrier certify that I
own the property identified in this permit application, and thus give permission to (print or type rraine of person
listed in Contact Information, item la) Joel Barrier with (print or type taame of organization listen in
Contact Information, ifeni 1a) Cal0al Bank N.A, to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Au(12012 Page 5 of

As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ7 Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143--215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6,
Sp r
� 1 1 Date: 9 2
y I i
a Notary Public for the State of �QX�a�n County of
do hereby certify that f e f personally appeared
j�, and acknowledge the due
Witness my hand and official seal,
X. APPLICANT'S CERTIFICATION
tion of the application for
My commission expires
I, (print or type name of person listed in Contact Information, itew 7a) loel Barrier
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requiremenk5 of the
applicable stormwater rules under 15A NCAC�2I-1 .1000 and any other applicable state stormwater requirements.
Signature: S V 4— Date: ` z' Z.
a Notary ublic for the State of County County of
do hereby certify that I.y-Tt�I f personally appeared
before me this day of _,�►'L and acknowledge the dAe e�ion of the application for
n �fi
a stormwater permit. Wihiess my hand and official seal,
NANCY B Q'CONNELL
NOTARY PUBLIC
WAKE COUNTY, NC
My comn%slon Expires 12-6-2014
SEAL
My commission expires
Form SWU-101 Version 06Aug2012 Page 6 of 6

Ocean King Condominiums
Atlantic Beach, North Carolina
STORMWATER MANAGEMENT PLAN
Prepared for:
CAPITAL BANK
333 Fayetteville Street, Suite 1490
Raleigh, North Carolina 27619
Prepared by:
v McIQM&CREED
v
243 North Front Street
Wilmington, North Carolina 28401
M&C Project #04528-0002 (40)
September 19, 2012
E V
SEP 2 7 2012
BY:
SEAL .7
022574 = _
E`ER,
.41
,q D M .

Ocean King Condominiums
Atlantic Beach, North Carolina
Carteret County
McKim & Creed Project # 04528-0002 (40)
September 19, 2012
Table of Contents
DESIGN NARRATIVE
ATTACHMENT A — INFILTRATION BASIN CALCULATIONS
ATTACHMENT B — INFILTRATION TRENCH CALCULATIONS
ATTACHMENT C -- SOILS REPORT
Page i

Ocean King Condominiums
Stormwater Management Plan Design Narrative
Atlantic Beach, Carteret County, North Carolina
September 19, 2012
Introduction:
The proposed Ocean King Condominiums is a redevelopment project located at the
intersection of Last and Atlantic Boulevard in Atlantic Beach, North Carolina. The
project consists of 6 existing parcels, A thru D, E, and G.
Parcels A-D will be combined for a total of 0.77 acres and will be the site for a 14 story
condominium building, two two-story duplex condominiums; a pool and two gazebos.
Parking will be provided on the first five levels of the 14 story building and underneath
the duplex condominiums. Stormwater treatment will be provided with an infiltration
basin located under the pool.
Parcel E is 0.25 acres and \aril] provide a parking area and thru access from East Atlantic
Boulevard to East Boardwalk Drive. An underground trench infiltration system is
proposed for stormwater treatment
Parcel G is 0.37 acres and will be used as a spray irrigation site for the wastewater system
associated with the condominiums.
The redevelopment of these parcels will reduce the overall impervious area from 35,801
square feet to 32,064 square feet. In addition, a significant amount of impervious area
that was previously within the 6W CAMA setback will be removed from that area.
According to the NCDLNR Stormwater BMP manual the infiltration devices proposed
will provide 85% total suspended solids removal. A subsurface investigation by ECS
Carolinas, UP indicates that the infiltration areas proposed have tan; fine to medium
sand with infiltration rates from 21.4 to 27.7 inches per hour.
StormNvater Treatment Parcel A-1):
For Parcels A-D stormwater treatment will be provided by and infiltration basin located
under the pool. The basin is sized to treat the runoff from a 1 inch storm x 3 for the areas
ofthe pool deck and two story condominiums that are located within the 120 foot CAMA
setback. The volume of the storage has been tripled because no overflow or vegetative
filter is proposed. The southern wall of the basin is proposed to be 4" lower than the
other three sides so that in the case of a large storm event water will flow from the basin
safely to the south.
Page 1

According to CAMA rules, no facilities can be built within the 120 foot setback to serve
facilities outside of the 120 foot setback, no stormwater is being routed from the 14 story
complex to the infiltration area. There is no practical way to treat the runoff from the 14
story building, and as this is a redevelopment project, it is proposed to route the
stormwater runoff from this building to the existing public stormwater system.
Stormwater Treatment Parcel E:
An infiltration trench located under- the parking area is proposed as stormwater treatment
for Parcel L. "fhe water enters a splitter box through a system of storm pipes and inlets.
The splitter box keeps the infiltration system off-line by bypassing runoff from storms in
excess of 1 inch x 2 to the public stormwater system. No vegetative filter is possible with
this site, so the treatment volume was doubled-
Stormwater Treatment Parcel G:
Parcel G is being used for spray irrigation for the wastewater treatment system serving
the condominiums. Because there is no room for any type of BMP, this is a
redevelopment project, and this parcel is proposed to be only 13.4% impervious, no
stormwater BMP's are proposed for Parcel G.
Conclusion:
This project will benefit water quality in three ways
1. The overall impervious area will be reduced by 3,737 square feet or 10.4%.
2. Impervious area is being removed from the area within the 60 foot CAMA
setback.
3. Infiltration devices are being utilized to the maximum extent practicable to treat
stormwater runoff before it leaves the site.
Please refer to the plans, calculations; and soils report attached for further details.
Page 2

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CALCULATION
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Subject Des. By
m7. � . .Chk. By..... ....... ... ... .. .................. ........... .......
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2921 sf

C A L C U L A T 1 0 N
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Client Date
Subjectit/_F_t_�_T_�fiT�<1I_/�flLlLf-------- Des. By
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9 r7
CAROLI NAS
ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental • Facilitielan y 2, 2008
Mr. Bill Daugherty
Consulting project Manager
Ocean King, LLC
700 East fort Macon Road
Atlantic Beach, North Carolina 28512
Re: infiltration Evaluation
Ocean King Condominiums
Castle Hayne, North Carolina
ECS project No. 22.13688
Dear Mr. Daugherty,
ECS Carolinas, LLP (ECS) recently conducted an infiltration evaluation for the proposed
infiltration areas at the site located at the parcels•A-D on Atlantic Boulevard in Atlantic Beach,
North Carolina. This letter, with attachments, is the report of our evaluation.
Field Testing
On December 28, 2007 ECS met with Mr. Bill Daugherty with Ocean King, LLC on site where
he located the requested test locations. ECS then conducted an exploration of the subsurface
soil and ground water conditions at six requested locations shown on the attached Site Diagram.
The purpose of this exploration was to obtain subsurface information of the suitability of the in -
place soils for the proposed infiltration area. We explored the subsurface soil and ground water
conditions by advancing one Band auger boring into the existing ground surface at the six
requested boring locations. We visually classified the subsurface soils and obtained
representative samples of each soil type encountered. We also recorded the ground water level
observed at the time of each hand auger boring. The attached Infiltration Evaluation Form
provides a summary of the subsurface conditions encountered at each hand auger boring
location.
The ground water level and the seasonal high ground water level (SHWL) were estimated at
each boning location below thekexistzug grade elevation. Below is a summary of each boring
Iocation.
Location
Water Level
SHWL
1
70 inches
55 inches
2
70 inches
55 inches
3
66 inches
50 inches
4
Winches
50 inches
5
>108 inches
108 inches
6
> 108 inches
108 inches
7211 Ogden Business Park • Suite 201 • Wilmington, NC 28411 - [phone] • Fax [phone] • www.ecslimited.com
Asheville, NC • Charlotte, NC • Greensboro, NC • Greenville, SC • Raleigh, NC - Swansboro, NC * Wilmington, NC
* testing services only

Infiltration Evaluation
Ocean King Condominiums
Atlantic Beach, North Carolina
ECS Project No. 22.13688
We have conducted six infiltration tests near the hand auger borings to estimate the infiltration
rate for the subsurface soils. The infiltration tests are typically conducted at two feet above the
SHWL.
Meld Test Results
Below is a summary of the infiltration test results:
Location
Description
Depth
Inches/hour
Inches/minute
1
Tan fine to
31 inches
21.0
0.35
medium SAND
2
Tan fine to
31 inches
21.4
0.35
medium SAND
3
Tan fine to
26 inches
33.2
0.55
medium SAND
4
Tan fine to
26 inches
27.7
0.46
medium SAND
5
Tan fine to
72 inches
29.6
0.50
medium SAND
6
Tan fine to
72 inches
35.5
0.60
medium SAND
Infiltration rates and SHWL may vary within the proposed site due to changes in elevation and
subsurface conditions.
If you have any questions regarding this report, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
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K. Brooks Wall
Staff Geologist
Attachments: Site Diagram.
Infiltration Evaluation
Walid . Sobh, P
Principal Engineer
NC License No. 22983

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