20021159 Ver 1_Approval Letter_20160512

Water /resources
ENVIPONMENTAL. QUALITY
ITARINNIME
CK Partners Inc.
Attn: Mr. Chris Majewski
2828 Brenfield Drive
Raleigh, NC 27606
PATMCCRORY
DONALD R. VAN DER VAART
Secretaly
S. JAY ZIMMERMAN
Director
Subject: Modification of Individual 401 Water Quality Certification with Additional
Conditions
Oceanaire Estates
USACE Action ID. No. SAW -2006-32259
Dear Mr, Majewski:
Attached hereto is a copy of Certification No. 4058 issued to CJL Partners Inc., dated May 12,
2016. This Certification does not replace the certification issued on February 26, 2016. Please
note that you should get any other federal, state or local permits before proceeding with the
subject project, including those required by (but not limited to) Sediment and Erosion Control,
Non -Discharge, and Water Supply Watershed regulations.
This Certification can be contested as provided in General Statute 150B by filing a written petition
for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH)
within sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
State ol`NordiCarohna I EnvironmentalQualitN
1 Water Resources
W 7 Mail Service Center I Raleigh, North Carolina 27699-1617
919 807 000

If sending via US Postal Servic e
Vke t'l
6714 Mail Service Center
Raleigh, NC 27699-6714
CJL Partners Inc.
Individual Certification #4058
May 12, 2016
Page 2 of 7
If sending vio delivery service (UPS, FedEx,
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
I M I FIRM i 1 11 •01 111 11�111 I
Sam M. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act
and 15A NCAC 02H.0500. Contact Joanne Steenhuis at 910.796.7306 or
Joanne,Ster Ill u is�L)n,
,py if you have any questions or concerns.
Attachment — Oceanaire Estates
Sincerely,
Karen Higgins, Sup
401 & Buffer Permitting Branch
cc: Kim Williams — Land Management Group, Inc. — electronic copy
Emily Greer — USACE Wilmington Regulatory Field Office — electronic copy
Todd Bowers, EPA, Sam Nunn Federal Center, 61 Forsyth Street SW, Atlanta, GA 30303
Trent James — WiRO DEMLR — electronic copy
DWR WiRO 401 file
DWR 401 & Buffer Permitting Branch file
Filename: 20021159v4OceanaireEstates(Pender)-401—IC,docx

CA Partners Inc.
IrrdividuaV Certification #4058
May 12, 2016
Page 3 of 7
CERTIFICATION #4058 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15A NCAC
02H .0500 and 15A NCAC 02B .0 200, to CJL Partners Inc., who have authorization for the impacts
listed below, as described within your application for modification received by the N.C. Division of
Water Resources (Division) on April 1, 2016.
The State of North Carolina certifies that this activity will not violate the applicable portions of
Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in
accordance with the application, the supporting documentation, and conditions hereinafter set
forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved provided that all of the conditions of the
Certification are met. No other impacts are approved, including incidental impacts.
[15A NCAC 02B .0506(b) & (c)]
2. Compensatory Mitigation
Mitigation for the project has been paid for by the previous applicant (TP Inc) to the NC
Ecosystem Enhancement program and meets the requirements for this application, [15A
NCAC 02B.0506(h)].
3. Stormwater Management Plan
The subdivision has a stormwater plan issued in 2003 (SW8020109). This permit needs to be
transferred to the current owner to be compliant with [15A NCAC 12B .0506(b)(5)]. Please
Amount Approved (Units)
Plan Location or Reference
Stream
N/A
404/401 Wetlands
Permanent Temporary
Impact 1 (Lots 8 & 9)
0.0375 ac 0 ac
Boundary Survey of
Impact 2 (Lot 10)
0.0109 ac 0 ac
Oceanaire Estates Lots 5-33
Impact 3 (Lot 12)
0.0387 ac 0 ac
Phase 3
Impact 4 (Lot 13)
0.0104 ac 0 ac
(attached)
TOTAL IMPACTS
0.0975 ac 0 a
Isolated Wetlands
Permanent Temporary
N/A
2. Compensatory Mitigation
Mitigation for the project has been paid for by the previous applicant (TP Inc) to the NC
Ecosystem Enhancement program and meets the requirements for this application, [15A
NCAC 02B.0506(h)].
3. Stormwater Management Plan
The subdivision has a stormwater plan issued in 2003 (SW8020109). This permit needs to be
transferred to the current owner to be compliant with [15A NCAC 12B .0506(b)(5)]. Please

CA Partners Inc,
Individual Certification #4058
May 12, 2016
Page 4 of 7
contact Christine Hall with the Division of Energy, Minerals and Land Resources (DEMLR) at
910.796.7335 or ChrNsdnejdall(jjdeo !J,�',�Ljyto request the permit transfer,
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification for this
project. All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of this permit. [15A NCAC 02H .0501 and .0502]
5. Sediment and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices. If applicable, the project must comply with the specific conditions
and requirements of the NPDES Construction Stormwater Permit issued to the site and the
following requirements [15A NCAC 02H .0506(b)(3) and (c)(3)]:
a. Design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal or exceed the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor -owned or [eased borrow pits
associated with the project,
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
id. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
e. The sediment and erosion control designs must comply with the requirements set
forth in 15A NCAC 0413,0124 Design Standards in Sensitive Watersheds,
6. Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not
be conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or
banks, adjacent to or upstream and downstream of the above structures. All sediment and

CL Partners Inc.
Individual Certification #4058
May 12, 2016
Page 5 of 7
erosion control devices shall be removed and the natural grade restored within two (2)
months of the date that the Division of Energy, Mineral and Land Resources (DEMLR) or
locally delegated program has released the specific area within the project. [15A NCAC 02H
.0501 and .0502]
7. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. if your
project is covered by this permit, full compliance with permit conditions including the
erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record
keeping and reporting requirements is required. A copy of the general permit
(NCG010000), inspection log sheets, and other information may be found at:
http://portal,ncdenr,org/web/wq/ws/su/npdessw#tab-w. 15A NCAC 02H .0506(b)(5) and
(c)(5)]
8. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/fish kills. [15A NCAC 02B.0200]
9. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydrocarbon
or chemical spill, the applicant/contractor shall immediately contact the Division of Water
Resources, between the hours of 8 am to 5 pm at the Wilmington Regional Office at
910.796.7215 and after hours and on weekends call 800.858.0368. Management of such
spills shall comply with provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC 02B .0200 (3)(f),
and GS 143 Article 21A]
10. Restoration
The applicant shall undertake compliance monitoring for five (5) full years from the date of
implementation or until the success criteria have been met, whichever is later. [15A NCAC
02H .0507(c)]
a. The applicant shall provide monitoring reports to the Division by December 31 of each
monitoring year. 15A NCAC 02H .0507(c)
b. If initial planting efforts fail and the project area must be replanted, the vegetative
monitoring timeframe is reset to year one. [15A NCAC 02H .0507(c)]

Ch. Partners Inc.
Individual Certification #4058
May 12, 2016
Page 6 of 7
c. If monitoring indicates that all or portions of the project are failing to meet one or more
of the required success criteria, the monitoring report must provide a remedial action
plan to address the failure. The remedial action plan, at a minimum, must describe the
failure, the source or reason for the failure, a concise description of the corrective
measures that are proposed, and a timeframe for the implementation of the corrective
measures. [15A NCAC 02H .0507(c)]
d. At the end of the 5th year of monitoring, the applicant shall notify the DWR in writing. If it
is determined that the project is failing, the applicant shall be given the opportunity to
express their intensions in writing regarding the future of the project. [15A NCAC 02H
.0507(c)]
11. No Impacts to LAMA Coastal Wetlands
This certification is for impacts to fresh water wetlands only; it does not approve impacts to
CAMA Coastal Wetlands. [GS 113A-118]
12, Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers within the project boundaries in order to assure
compliance for future wetland, water and buffer impact. These mechanisms shall be put in
place at the time of recording of the property, or of individual lots, whichever is appropriate.
A sample deed notification can be downloaded from the 401 &Buffer Permitting Branch
website atppjy
andpermits a rms. The
1--ZL_
text of the sample deed notification may be modified as appropriate to suit to this project.
Documentation of deed notifications shall be provided to the Division upon request, [15A
NCAC 02H .0501 and .0502]
13. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
14. Continuing Compliance
Chris Majewski and CJL Partners Inc. shall conduct construction activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate
requirements of State and Federal law. [15A NCAC 02B 0200] If the Division determines that
such standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that State or federal law is being violated, or that further conditions are
necessary to assure compliance, the Division may reevaluate and modify this Certification.
Before modifying the Certification, the Division shall notify Chris Majewski and CJL Partners
Inc. and the U.S. Army Corps of Engineers, provide public notice in accordance with 15A NCAC
02H .0503 and provide opportunity for public hearing in accordance with 15A NCAC 02H
.0504. Any new or revised conditions shall be provided to Chris Majewski and CJL Partners
Inc. in writing, shall be provided to the U.S. Army Corps of Engineers for reference in any

CA Partners Inc.
Individual Certification #4058
May 12, 2016
Page 7 of 7
Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become
conditions of the 404 Permit for the project.
(.5. This approval is for the purpose and design described in your application and as described in
the Public Notice/application. The plans and specifications for this project are incorporated by
reference and are an enforceable part of the Certification. If you change your project, you
must notify the Division and you may be required to submit a new application package with
the appropriate fee. If the property is sold, the new owner must be given a copy of this
Certification and is responsible for complying with all conditions. Any new owner must notify
the Division and request the Certification be issued in their name, [15A NCAC 02H .0501 and
0502]
16. Within 60 calendar days of completion of wetland fills, as -built drawings shall be submitted to
both the Division of Water Resources, 401 & Buffer Permitting Branch, 1617 Mail Service
Center, Raleigh NC 27699-1617 and to the Wilmington Regional Office 401 Wetlands, 127
Cardinal Drive Extension, Wilmington, NC 28405-3845, [15A NCAC 02H .0507 (c)]
17. The applicant and/or authorized agent shall provide a completed Certificate of Completion
Form to the DWR 401 & Buffer Permitting Branch within ten calendar days of project
completion (available at:
http://portal.ncdenr.orgLweb wgZsw ws
Z_ I forms). ,ltsa �ms). [15A NCAC
02H .0502(f)]
18. This certification grants permission to the director, an authorized representative of the
Director, or DEQ staff, upon the presentation of proper credentials, to enter the property
during normal business hours, [15A NCAC 02H .0502(e)]
This approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 Permit. The conditions in
effect on the date of issuance shall remain in effect for the life of the project, regardless of the
expiration date of this Certification. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506]
Non-compliance with or violation of the conditions herein set forth may result in revocation of
this Certification and may also result in criminal and/or civil penalties.
This the 12th day of May 2016
✓r
`4
Karen Higgins, Superviscii't",
401 & Buffer Permitting Branch
3EM

�. -LES FRANCES NGGS PAOFF540NAL LAND S YOR. CENTFY NAT THIS U
S PT
WAS DRAWN UNDER YY A.PERN90N FROM AN ACTUAL SURVE'I MME UNDER MY
SUPERNSIOM (DEED DESCRPFIN RECORDED N DEED BOOR PAOE
MAT THE NIUNDARES NOT SURVEYED ARE CLEARLY INDICATED AS DRONER ONES AND
DRAWN FROM INFORMAMN FOUND N DEED ROOX PAGES NAT NE
RAID OF PREo- AS C.LLc-ND BY LATITUDES AND DEPARTURES S 1:10.000+:
NAT THIS RAT WAS PREPARED IN ACCORDANCE WIN G.S. 47-30 AS AMENDED.
WITNESS MY ONXINAL 9GNAIURE, LICENSE NDY6ER AND SEAL
naS_._ OAv OF 10. M15
TRS IS TO CERTIFY NAT THE SUBJECT PROPERTY S LOCATED
IN ROOD ZONE VARFs WHICH IS A
SPECIAL RDDD HAZARD AREA AS OFFER NED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY. AND THE NATIONAL ROOD
INSURANCE PROGRAM. COMMLIHTY PANU.EL NGMBER
,�i � LVASTa �Anp1
j7 Y a 5438 S
p � 14J
sT1 AT
1D ONEM Oft MORE OAF T E FOLLO�W.N'GG AS INDICAATTED TTyuND vET011 NO. L-1881. CEAl1fY
A NAT THE SUR KY MEANS A SUSDINSTON OF LAND WITHIN NE AREA
OF A COUNTY OR YVHGPAUTT NAT HAS AN ORDNANCE NAT
REGULATES PARCELS OF LAND.
B- THAT THE SURVEY IS LOCATED IN A PORTON O A COUNTY OR
YIlNN3PAUTY NAT S UNREORAND AS TO AN ORDINANCE NAT
REGULATES PARCELS OF LAND.
C. AN ONE OF THE FOULO-G
1) THAT THE SURVEY IS OF AN EASING PAROL OR PARCELS OF
LAND AN DOES NOT CREATE A NEW STREET OR CHANCE AN
EASING STREET:
2) THAT THE SURVEY IS O AN FASTING BNLDRIG OR OTHER
STRICTURE• OR NATURAL FEATURE. SUCH AS A WATERCOURSE:
3) NAT THE SURVEY S A CONTROL SURVEY.
D. NAT THE SURVEY 15 7 MOTHER CATEGORY. SUCH AS NE
RECdISNATNN OF EASING PARCELS. A COURT-ORDERED SURVEY
OR ONER DECEPTION TO THE OEINIIMN OF SUBWSION-
E NAT THE INFOPMAM. A -91E TO MS SURLEYOI IS SUCH NAT
I AN UNABLE TO MAKE A DETERIIOIATM TD THE BEST O MY
VROEfi510NAL ABILUTY AS TO THE PRGV19M5 CONTAINED N
(A) NROUG' (D) ABOVE.
To THE SUPE ICITYY SUUBWSONDUSTING
REGULTATTICHS ERErORE Is HOT SUBJECT
IN ORDER FOR MS BOUNDARY SURVEY TO BE COMPLETED A OEED
REFERENCING NS REC011OD PUT MUST BE RECORDED AN THE PONDER
COUNTY REGISTER OF DEEDS.
TAX DR
WETLANDS IN PROJECT AREA 32679 Sq.Ft. 0.750 ACRES
I PLANDG IN PR0.FCT AREA 169017 SA.FI }680 ACRES
TOTAL PROJECT AREA: 201696 Sq.Ft. 4.630 ACRES
STATE OF NORTH CAROLNIA, COUNTY OF PENDER
4RENEW OFFICER OF PENDER
COUNTY LERTFY THAT THE YM OR PLAT TO RHI M TNS CERTInCAmAN
,S AFFIXED MEETS ALL STATUTGRY REGUNUDI NTS FOR RECORDING,
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SHAE'S LANDING SHAES LANDING SHAES LANDING
LOT 6
SHAES LANDING
LOT 5
SHAE'S LANDING
LOT 4
SHAE'S LANDWG
ESTATES
M.D. 34, P. 97
LOT 3
SHAE'S LANDING
LOT 2
SHAVS LANDING �
�
OF
RIGGS & ASSOCIATES, INC. (c -73o)
Enhancement Area 37
NOW OR FORMERLY
M.& 31, P. 37
WB 31, P. 37 0.B. 31, P. 37
M.B. 31, P. 37
N.B. 71, P. 37
M.B.
31, P. 37
NIA O 51 �I plI ©II
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MA 31, P. 37
J
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TD Be Planted
BEACHSIDE
BUILDERS, LLC
gl $I „I
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IRE
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TOPSAIL TOWNSHIP. PENDER COUNTY, NORTH CAROLINA
476 Sq. 7L
SPK =SET PARKER -NAM NAL (CENTRO CORNER)
J mL+es2J NLs -J pL>o--J L1F�L1twJ
R90°
CJL PARTNERS, INC., OWNER, D.B. 4405, P. 65
NOW OR FORMERLY
WALKER
P. 135
4.]9' 5.33' bb'
]263 Spit.
J.7T'
D.B. 4537, P. 259
\
Y.& 34, P. 97
LOT 22
SIDES Sq.Ft 0.115 ACRES
��F
qe • TIRE HYDRANT
LAT 23
5009 SaFt Q115 ACRES
RANA VN VE
D.& 583.
LOT 24
q.Ft
5006 S 0.115 ACRES
®- SANITARY SEWER MANHOLE
S32'14'10'E 2284.69'
5'07 S"' Qlls ACRES
® _ CLEAR OUT
WETLANDS TO BE RESTORED
LOT 26
LOT 27
SDOJ 541`1 .113 ACRES
5006 s4Ft 0,115 ACRES
I
S32'16*00"E EW
29,75 OR 44.79 EW 5 DR5250'
1NOW
URF-j
EU 52.
OR 52. M 52.50
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52.50 OR
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LINE TABLE LINE TABLE UNE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE 9 LENGTH DIRECT-
ONE r LENON 051CIKN WJE r LENGTH DIRECTION LINE 6 UTIGN DIRECT- UNE / I LEIIGN I DIRECTION LINE 9 LENGTH ERECTION
Ll 10.00' S56'39'DD'W L3 246' S54'32'31rE LI9 12.78' N537610'E U5 11.66 NW45'31'W 1 L51 36.9Y NX16'22-W L67 21.40 N69D5'WE
l2 29,99' N3219'OD'1Y L4 35.56' N65TR'S07E 120 10.43' N1614'43E L35 14.74' 1 M77O'41'W L52 25.8Y N1713'33'01 156 BAT SWIV45-E
LS 16.51' S49'46'40'E 121 9.98' N3417'27'N L37 15.05' N21TB'27'E 153 1&M' SS]Se'15'W U9 28.44S4YIS20'W NM Sq.Ft - 3253 Ft
son
CURVE TABLE
UET
sTATM VNO
-W
250 Sq.FL wA�
FLOOD ZONE •AE'
(ELEVATION = 8.0'+2') I uAY
OR
57.15' 1&00 MDR N5906'12'W
C]
3693' 4&137 34.98' x12'048'*
N32'15'00 708.28'
34.79' 45.00' 3193' N3272T22'E
C5
MIS' 45W 37.02' N7B49.34'E
C6
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l33 11.05' N09S8'29'E
OR ]5.
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0
BOUNDARY SURVEY
76 Sq.Ft.
xl I (D t �I I I I a
ESTATES
M.D. 34, P. 97
n�
- REQUESTED FILL
OF
RIGGS & ASSOCIATES, INC. (c -73o)
ERRS . EDSTING RMROAD SPINE (FOUND)
YBL - MINIMUM BUILDING UNE
i'./ x4 a� IC 41 c
o �
> LN
1
wI elf
I ul5
O
OCEANAIRE ESTATES
M.B. 34, P. 97
NIA O 51 �I plI ©II
I I I I I
AND PLANNING & COMPUTER MAPPING
.w■nen
"TN7GAWN a sIRiERaLTYY
' Lx
LOTS 5 - 33, OCEANAIRE ESTATES, PHASE 3. M.B. 53, P. 80
_
$
gl $I „I
I PI I ml I L,I I I I
LOT 3
IRE
I Lott I
TOPSAIL TOWNSHIP. PENDER COUNTY, NORTH CAROLINA
476 Sq. 7L
SPK =SET PARKER -NAM NAL (CENTRO CORNER)
J mL+es2J NLs -J pL>o--J L1F�L1twJ
ESTATES
MSOIA
CJL PARTNERS, INC., OWNER, D.B. 4405, P. 65
0-1
854570 sI WILMINGTON ,1^C 2840511
REQUESTED FILL
LOT '"5010
1557 Sq.Ft.J
\
Y.& 34, P. 97
LO 53 LOT 51
LOT
SANDY
FUDGE
GE
DY ROM
MSB�27 P..105 I M.S. 27, PSANDY . OS l M.& 27, P. 105 / M.B. 27, SANDY RIDGE SANDYP 105 M.B. 27, PP.M SANDY .105 56 1 LOT 11 I M.& 27, -DY P. 105 M.B. 27, P. 105 SANDY I Y.B. 27, P..105 I M.G.N27, P. 105I SANDY Y.& 27, PDI. / MA3.N27, P. 105
LINE TABLE LINE TABLE UNE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE 9 LENGTH DIRECT-
ONE r LENON 051CIKN WJE r LENGTH DIRECTION LINE 6 UTIGN DIRECT- UNE / I LEIIGN I DIRECTION LINE 9 LENGTH ERECTION
Ll 10.00' S56'39'DD'W L3 246' S54'32'31rE LI9 12.78' N537610'E U5 11.66 NW45'31'W 1 L51 36.9Y NX16'22-W L67 21.40 N69D5'WE
l2 29,99' N3219'OD'1Y L4 35.56' N65TR'S07E 120 10.43' N1614'43E L35 14.74' 1 M77O'41'W L52 25.8Y N1713'33'01 156 BAT SWIV45-E
LS 16.51' S49'46'40'E 121 9.98' N3417'27'N L37 15.05' N21TB'27'E 153 1&M' SS]Se'15'W U9 28.44S4YIS20'W NM Sq.Ft - 3253 Ft
son
CURVE TABLE
CURVE 9 LENON RAMS MORD SENDING
Cl
7.M' 4100' 74'• X8770'40'*
C2
57.15' 1&00 MDR N5906'12'W
C]
3693' 4&137 34.98' x12'048'*
CI
34.79' 45.00' 3193' N3272T22'E
C5
MIS' 45W 37.02' N7B49.34'E
C6
3636.4500.3535' SSY44'13'E
C7
45.62' 45.00' 4167' 501131WE
L6 1.36' N57M'O'E 122 3&69' S62'A8'12*W Lae &31' N3311'00'W W 1&11' 131D
E L70 BLOW MB75'4YW -------
US
-�
L7 I1.66' NMW'ID'W L2] 17.38' NO2D5'30'W tX Jl.t7 556'X'DD'W LSS 19.63' 171 1e.13' S131e'22'E TOTAL 9]51 $gFL _ ---
LA 27.09' N66'50']0'E L24 25.79' N3e'3Y35'E LA0 20.00' N3215'00'W L56 12.35 E L72 NOW N3719'31'E 51 SyFL �-
1695 Spit =�
L9 30.77' S7912'WE LIS 20.25' N72T01'35'W L41 40.00' XW'30'00'E L57 10.28' E L74 16.24' SWNI'49W 476 54FL
557 SpIL10 16.06' NB5108"WE 126 27.56' NO277'4Yw U2 60.37' N321VGWw USB MAV L75 7A7 56818'52W UELTOTAL 4245 fL 01 1,LST N73 -3540'E 127 21.12' N)T270S'W L43 26.35' S55Y7'lYW L59 19.99' 176L12 27.90' 585`00WE L20 26.24' NOBI;rWW LM 15.16' N4271'17'W LBO 14.54' E Ln 26.80SB6118'2YE 310 54FL2b3SgL13 14.17' N7251'WE L29 2145' SJ91Y301Y 1,15 1&93'ND7'34'IWW 161 2113' E 2U-59,EL -'
.4 31.58' N51S417E 110 24.9& NW41.15-W LAS 2172' M5774'S8'E l62 16.06' NBSDBI6E TOTAL JM Sgil. - - - -
NOW OR FORMERLY
LAM.
D.B. 4414, P. 181 Rn,
NOW OR FORMERLY
LANIER
O B 2057 P 166
L15 24.02' N7411'WE
VI 3237 N]611655'W'
L47 19.74' N321TWW
LBS31.97 N73'35'40�E
FRONTAGE O ALL LOTS
Y.B. M. P. SO
AQ
I
116 29.06'S5411'16
172 2221' N IFLI.02'E
L. 29.93' S18T5'36'w
161 27.90' S66T0'10..
LOT 5
REAR - 20'
117 31.57' N673B'21'E
l33 11.05' N09S8'29'E
L49 19.05 58516 *W
165 11.17' N7251'SD'E
O.B.r1405, 1, 55
LOT 7
RFFFRFRNY4
D.R. 4405, P. 65
116 X.97' SB696'32'E
L31 21.10' N]174']Si
l30 17.27 N6511'10'W
LBO 25.37' N5418'22"E
n
y
I
R/W
�
7205 SpFt. 0.165 ACRES
O
0
BOUNDARY SURVEY
LU
I �u
=m
13569 Sp Ft. 0.312 ACRES
n�
- REQUESTED FILL
OF
RIGGS & ASSOCIATES, INC. (c -73o)
ERRS . EDSTING RMROAD SPINE (FOUND)
YBL - MINIMUM BUILDING UNE
o �
OCEANAIRE ESTATES
- CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LOT 2
3 m
OCEANAIRE ESTATES
M.B. 34, P. 97
R/w - RICHT O WAY
SCM - SET OCHICREIE MONUMENT (CONTROL CORNER)
AND PLANNING & COMPUTER MAPPING
LOT 17
� u
Z
LOTS 5 - 33, OCEANAIRE ESTATES, PHASE 3. M.B. 53, P. 80
STREET LANDFALL EXECUTIVE SUITE 217
1* NN4Ni �
SYN - SET MAGNETIC NAR. (CONTROL CORNER)
I Lott I
TOPSAIL TOWNSHIP. PENDER COUNTY, NORTH CAROLINA
70 1213 CULBRETH GRIME
SPK =SET PARKER -NAM NAL (CENTRO CORNER)
M.& 34, P. 97
I I
I
Q
CJL PARTNERS, INC., OWNER, D.B. 4405, P. 65
0-1
854570 sI WILMINGTON ,1^C 2840511
REQUESTED FILL
LOT '"5010
Son. O.t15 AMES
OCEANAIRE LANE
NOW OR FORMERLY
LAM.
D.B. 4414, P. 181 Rn,
NOW OR FORMERLY
LANIER
O B 2057 P 166
LOT 28 5005 Sq t. 0.115 ACRES
LOT 29 5(XX5 Sq.Ft. 0.115 ACRES
Q - 1ElEN5NN PEGESTAL
®- FI9ER OPTIC CABLE MANNER
107 30 SoM Sq.FL ¢115 ACREs
10' U
10' U11UTY EASEMENT ALONG
ALL PONiS NOT AIm rn
FRONTAGE O ALL LOTS
Y.B. M. P. SO
AQ
I
LOT 33 5022 sq.FL D.115 ACRES
EARED A -S
io6Nc sETeArxs
1T. ON 52R GF' 1.
FRONT - 15'
LOT 5
REAR - 20'
SIDE - 7.5'
LOT 6
0MLM
CE PARTNERS, INC.
lF�
O.B.r1405, 1, 55
LOT 7
RFFFRFRNY4
D.R. 4405, P. 65
OC - CONTROL CORNEA
1R.B. 27. P. 105
M.B. 31, P. J7
LOT 8
LOT 9
M.B. SJ, P_ BO
n
y
I
R/W
�
7205 SpFt. 0.165 ACRES
O
0
- CURRENT WETLAND DELINEATION
LU
I �u
=m
13569 Sp Ft. 0.312 ACRES
n�
- REQUESTED FILL
G.
I
9966 SgFI O.II9 ACRES
5004 S4Ft 0.115 ACRES
ERRS . EDSTING RMROAD SPINE (FOUND)
YBL - MINIMUM BUILDING UNE
o �
�I
NYP - NON YONWEITED PONT
LOT 2
3 m
OCEANAIRE ESTATES
M.B. 34, P. 97
R/w - RICHT O WAY
SCM - SET OCHICREIE MONUMENT (CONTROL CORNER)
FILL EVIDENT
LOT 17
� u
Z
LOT 16
1* NN4Ni �
SYN - SET MAGNETIC NAR. (CONTROL CORNER)
I Lott I
LOT 19
OCEANARE ESTATES
SPK =SET PARKER -NAM NAL (CENTRO CORNER)
M.& 34, P. 97
I I
I
Q
I
R/IY
LOT 28 5005 Sq t. 0.115 ACRES
LOT 29 5(XX5 Sq.Ft. 0.115 ACRES
Q - 1ElEN5NN PEGESTAL
®- FI9ER OPTIC CABLE MANNER
107 30 SoM Sq.FL ¢115 ACREs
' ' ' '
ALL PONiS NOT AIm rn
'�+ - NO POE
/
I
LOT 33 5022 sq.FL D.115 ACRES
AAE NON YOMIMENTEO
1T. ON 52R GF' 1.
GRAPHIC SCALE
LOT 5
5569 s4.F'. 0.123 ACRES
LOT 6
5562 SgEL Q1M ACRES
lF�
ham
104 WEIWID -FLAT'. BY
LOT 7
5355 Sq.FL 0.123 ACRES
OC - CONTROL CORNEA
AAI
ROD MOLD MANAGEMENT GROUP
JANE =5
LOT 8
LOT 9
5316 Sq.Ft. 0.123 ACRES
7416 SgFt. 0.170 ACRES
Ed - EGSTNG OIIKREN YOEAFTIT (FOIIID)(CGNTROL CORNER;
UP . EIUSTNG IRON RPE (FOUND)
MAPPING DATE: MARCH 21, 2016
LOT 10
7205 SpFt. 0.165 ACRES
DR • EXISTING IRON ROD, (FOUND)
- CURRENT WETLAND DELINEATION
LOT n
13569 Sp Ft. 0.312 ACRES
EUMKN �EEASTKITIN'N VMYAER"ul(Fou�NID�HCONTROL 1RXFq'1'
- REQUESTED FILL
LOT 12
LOT 13
9966 SgFI O.II9 ACRES
5004 S4Ft 0.115 ACRES
ERRS . EDSTING RMROAD SPINE (FOUND)
YBL - MINIMUM BUILDING UNE
LOT 14
5004 Spit 0.115 ACRES
NYP - NON YONWEITED PONT
PREVIOUSLY PERMITTED FOR FILL
LOT IS
LOT 16
5094 S4 L 0,117 ACRES
94972 Sq 2.160 ACRES
R/w - RICHT O WAY
SCM - SET OCHICREIE MONUMENT (CONTROL CORNER)
FILL EVIDENT
LOT 17
69790 Sp.FI. x.061 ACRES
SP SET IRON RPE
9R SET IRON ROD
LOT 16
126639 Spit 1.907 ACRE&
SYN - SET MAGNETIC NAR. (CONTROL CORNER)
LOT 19
64406 Sq.FL 1.4J9 ACRES
SPK =SET PARKER -NAM NAL (CENTRO CORNER)
LOT 20
5113 S4FL 0.117 ACRES
- CENIFRLNE
REQUESTED FILL
LOT '"5010
Son. O.t15 AMES
-WATER METER
LOT 22
SIDES Sq.Ft 0.115 ACRES
��F
qe • TIRE HYDRANT
LAT 23
5009 SaFt Q115 ACRES
RANA VN VE
LOT 24
q.Ft
5006 S 0.115 ACRES
®- SANITARY SEWER MANHOLE
LOT 25
5'07 S"' Qlls ACRES
® _ CLEAR OUT
WETLANDS TO BE RESTORED
LOT 26
LOT 27
SDOJ 541`1 .113 ACRES
5006 s4Ft 0,115 ACRES
®- TELEPHONE PEDESTAL
LOT 28 5005 Sq t. 0.115 ACRES
LOT 29 5(XX5 Sq.Ft. 0.115 ACRES
Q - 1ElEN5NN PEGESTAL
®- FI9ER OPTIC CABLE MANNER
107 30 SoM Sq.FL ¢115 ACREs
8 - UMT POLE
LOT 31 5003 SgFL 0.115 ACRES
'�+ - NO POE
LOT 32 500] Sq.FL 0.115 ACRES-
- PoWER LINE
M - ELECTRIC TRANSFORMER
LOT 33 5022 sq.FL D.115 ACRES
1T. ON 52R GF' 1.
GRAPHIC SCALE
TOTAL 5H524 Spit 11.972 ACRES
Affi
AfpF ♦' 12�,�,Oi1GAflON.
SCALE; 1" • 1C0'
CGNI/iYANCESCR rl&65
ACTUAL FIELD SURVEY DATE: JULY 29. 2015
MAPPING DATE: MARCH 21, 2016
DRAWN BY: J :ItI M`•
CHECKED BY: CLF°
FIELD BOOK: 822 PAGE: 1