SW8060729_HISTORICAL FILE_20150820

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
Sw �alar7�q
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
YYYYMMDD

A7i�la
WCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 20, 2015
Jerry Hailey
Cedar Landing Partners, LLC
PO Box 699
Cary, NC 27611
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Management Permit #SW8 060729.
High Density - Cedar Landing Condos
Brunswick County
Dear Mr. Hailey:
Donald van der Vaarl
Secretary
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.
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 2010-177 which granted an extra year for a total of up to four (4) years extension.
Accordingly, State Stormwater Management Permit # SW8 060729, which was set to expire on
September 5, 2016, is now in effect until September 5, 2020. Please submit the renewal application
and fee at least 180 days prior to the new expiration date, which would be March 5, 2020. A copy of the
Renewal Application can be obtained from the following website: http://portal.ncdenr.org/web/Ir/state-
stormwater
The Division would like to provide you with a brief synopsis of the discussion we had regarding the
state stormwater permit at the One -Stop meeting held today in the Wilmington Regional Office. There
was a lot of information presented and I just want to make sure you understand your options. These
options were created because of the rules change in 2008 that changed the requirements for approving
redevelopment projects and that increased the design storm for proposed projects within 1/2 mile of and
draining to SA waters. The current high density permit covers the construction of 27,402 square feet of
built -upon area and 2 infiltration basins designed to treat the first 1.5" of'runoff. The project is also
located within'/2 mile of and draining to SA waters. If you stick with this permit and do not increase the
amount of built -upon area beyond the 27,402 square feet that is currently permitted, it will remain
"grandfathered" to the 1995 coastal rules, which is more advantageous to the future developer of the
upland area.
If the clubhouse will be moved to the upland area, then you can modify the existing permit under the
1995 rules to "phase" the development. The first phase would be for the redevelopment of the existing
built -upon area to add,a clubhouse, and the second phase would be for the rest of the condominium
project. However under the 1995 rules, redevelopment projects require that the applicant provide
stormwater controls to the maximum extent practicable. So, even if the clubhouse does not result in an
increase of the built -upon area, you will be required to provide a high density stormwater control for that
runoff.
Division of Energy, Mineral, and Land Resources
Land Duality Section -Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] - Internet: http://portal.ncdenr.org/web/I

If you were to request to rescind the existing high density permit (because it is no longer needed) and if
you have not conducted any of the permitted construction activities, you could apply today to just
redevelop the site. The redevelopment requirements are: 1) to keep the amount of built -upon area on
site after construction less than or equal to the amount of built -upon area on site before construction; 2)
to provide stormwater control that is equal to or better than the existing stormwater control; and 3) to
maintain a minimum 30-foot-wide surface water buffer for all new BUA, measured from the mean high
water line. There are provisions to allow for existing BUA within the buffer to remain and for water -
dependent structures to be in buffer, as long as all new BUA is located outside of the buffer.
This option may be less advantageous to the future owner because at the point in time when the site's
proposed amount of built -upon area will exceed the amount of existing built -upon area, the more
stringent 50-foot-wide buffer requirement and design storm requirement of the 2008 rules will apply to
the site. The old 2006 permit which grandfathered the site to the 1.5" design storm will no longer be in
force.
If you have any questions, please contact Linda Lewis with the Division of Energy, Mineral and Land
Resources in the Wilmington Regional Office at 910-796-7215.
Sinc rely,
eorgette S tt
Stormwater Supervisor
Division of Energy, Mineral and Land Resources
GDSlarl G:1SharedlStormwater\Permits & Projects12006106072912015 08 permit extension 060729
cc: Wilmington Regional Office Stormwater Permit File
Page 2 of 2

Corporations Division
Page 1 of 1
.rrj f _7I.
E1,9- F marsha1t DEPARTMENT OMEN oF-Tm
Secretary SECRETARY OF STATE
F 13ax 29822 Raleigh. NC 27.6- 010)607-me
Most of our online web services will be unavailable starting on 8/2112015 at 5:01 PM dt
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: Cedar Landing Partners, LLC
Limited Liability Company Information
Sosld: 0829883
Status: - Current -Active
Annual Report Status: Current
'Citizenship: ;Domestic
Date Formed: 2/21/2006
Fiscal Month: 'December-�
State of Incorporation: NC
Registered Agent: 1 Hailey, Jerry
Corporate Addresses
Principal Office: 75 morning mist dr
garner, NC 27529-6520
Reg Office: i75 Morning Mist Dr
Garner, INC 27529-6520
Reg Mailing: PO Box 699
Cary, NC 27512-0699
n!!_�'cary,
po box 699
NC 27512-0699
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Jerry A. Hailey , Jr.
P.O. Box 699
Cary NC 27512
http://www.secretary.state.nc.us/Search/profcorp/7891636 8/20/2015

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OI' LIMITED LIABILITY COMPANY: Cedar Landing Parinem, LLC,
REPORTFOIL TIME YEAR: 2015
SECRETARY OF STATE. L.L.C. 11) NUMBEIR: 0829883
NATURE OF BUSINESS: Heal Estate
REGISTERED AGF..NI': llailey, Jerry A. Jr.
REGISTERED OFFICE MAILING ADDRESS: PO Box 699
Cary, NC 27512-0699
&Filed Annual Report
7891636
Do not data enter manually.
STATE OI� INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 75 Morning Mist Dr
Garner, NC 27529-6520 Wake Couruy
PRINCIPAL OFFICE TT:LEPIIONE NUMBER: [phone]
PRINCIPAI., OFI,ICIa MAILING ADDRESS: po box 699
cary, NC 27512-0699
PRINCIPAL OFFICE STREI I' ADDRESS:
Company Officials:
Name: Jerry A llailey Jr
HIle: Manager
Address:
PO Box 699
Carv, NC 27.512
75 morning misl dr
garner NC 27529-6520
CIiRTIF1CATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Jerry A Hailey Jr
FORM MUST BE SIGNED I3Y A MANAGEWMEM1311"lt
Jerry A I}ailey Jr
2/18/2015
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

State Stormwater Management Systems
Permit No. SW8 060729
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
Stewart Montgomery & Cedar Landing Partners, LLC
Cedar Landing Condos
1315 Cedar Landing Road, Supply, Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin 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 September 5, 2016, 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 in Section 1.6 on page 3 of this permit. The stormwater
controls labe]Fd 1 and 2 have been designed to handle the runoff from 14,639 ft2
and 12,763 ft ; respectively, of impervious area. Each infiltration basin must be
operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not provide for the
treatment of any built -upon area in excess of the amounts indicated.
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 appropriate permitted stormwater control
system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060729
n
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
Basin 1 Basin 2
a.
Drainage Area, acres:
0.53
0.41
Onsite, ft�.
23,191
18,036
Offsite, ftz:
0
0
b.
Total Impervious Surfaces, ftZ:
14,639
12,763
C.
Design Storm, inches:
1.5
1.5
d.
Basin Depth, feet:
0.4
0.7
e.
Bottom Elevation, FMSI�:
6.30
6.50
f.
Bottom Surface Area, ft :
4,186
2,021
g.
Bypass Weir Elevation, FMSy
6.70
7.20
h.
Permitted Storage Volume, ft :
1,995
1,610
i.
Type of Soil:
Wando
Wando
j.
Expected Infiltration Rate, in/hr:
1
1
k.
Seasonal High Water Table, FMSL:
4.8
5.0
I.
Time to Draw Down, hours:
<6
<2
M.
Receiving Stream/River Basin:
ICWW 1 LBR59
n.
Stream Index Number:
15-25
o.
Classification of Water Body:
"SA HQW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its 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. 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass 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. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060729
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
III. GENERAL CONDITIONS
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060729
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) having 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 notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued tth'i's the 5th day of September, 2006.
NORTH CAROLIN NV ONMENTAL MANAGEMENT COMMISSION
,for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
August 4, 2006
Linda Lewis
NCDWQ
127 Cardinal Drive Extension _
Wilmington, NC 28405-3845
AUG
Re: Cedar Landing Condos --
Resubmittal -'
Dear Linda,
We received your comments via email on July 18, 2006 and have made the necessary revisions as
requested. Two sets of revised plans are enclosed. The following is our response to your
comments.
1. Please provide an application fee of $4000.00 for high density express project review.
Response: The additional check for $2,000 has been provided to Cameron Weaver.
2. Vincent Lewis remembers being at the site, however, the accompanying soils investigation
paperwork has not been located. Vincent remembers that the most suitable soils were
located up front adjacent the road. Please relocate Basin #2 such that the majority of the
basin is located adjacent the road rather than the side property line.
Response: Per your email on 813106, infiltration basin No. 2 will work as designed.
3. Please show and label the roof drain locations and how they will be connected to the piped
system leading to the infiltration basins.
Response: The downspout locations are shown on Sheet C-6. Per the architect, all the
downspouts are 4" x 6". The underground header lines are shown connecting to the
proposed drop inlets.
4. Please make a distinction on the details that the details provided are for the state stormwater
infiltration basins, to avoid confusing those basins with the Brunswick County required
basins.
Response: The name of the detail has been changed to note it is for NCDWQ.

Linda Lewis
August 4, 2006
Page 2 of 2
5. Please dimension each line and arc of the infiltration area. Please also label the
corresponding contour elevation that the dimensions will apply to.
Response: The bottom elevation of the infiltration systems have been labeled and noted on
Sheet C-4.
Please note, I received an updated roof line from the architect and it changed the drainage areas
slightly. I have revised the calculations and the 1.5" storage elevation for Infiltration Basin No. 1
was raised 0.05 ft. Calculations are provided and details have been revised.
The following is provided:
• Two sets of revised plans
• Two copies of revised calculations
• Two copies of the revised permit pages; page 2 of 4 of the main stormwater application and
page 1 of 3 of each Infiltration Basin Supplement.
If you have any questions or require additional information, please do not hesitate to contact us.
Sincerely,
/WjdAL�-�
WITHERS &-RAVENEL, INC.
Mark N. Hargrove
cc: Stewart Montgomery
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel:[phone] fax:[phone] www.withersravenel.com

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 25, 2006
Mr. Stewart Montgomery, Member/Manager
Cedar Landing Partners, LLC
200 Lindy Lane
Wrightsville Beach, NC 28480'
Subject: Request for Additional Information
Stormwater Project No. SW8 060729
Cedar Landing Condos
Brunswick County
Dear Mr. Montgomery.
The Wilmington Regional Office received a Stormwater Management Permit Application for
Cedar Landing Condos on July 24, 2006, with a scheduled Express Review date of July 24,
2006, 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. Vincent Lewis remembers being at the site, however, the accompanying soils
investigation paperwork has not been located. Vincent remembers that the most
suitable soils were located up front adjacent the road. Please relocate Basin #2
such that the majority of the basin is located adjacent the road rather than the
side property line.
2. Please show and label the roof drain locations and how they will be connected to
the piped system leading to the infiltration basins.
3. Please make a distinction on the details that the details provided are for the state
stomwater infiltration basins, to avoid confusing those basins with the Brunswick
County required basins.
4. Please dimension each line and arc of the infiltration area. Please also label the
corresponding contour elevation that the dimensions will apply to.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to August 9, 2006, 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.
NocthC'arolina
✓1awra!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office lnterneu www.newaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr. Montgomery
July 25, 2006
Stormwater Application No. SW8 060729
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
ENB/arl: S:IWQSISTORMWATERIADDINFO\2006\060729.ju106
cc: Mark Hargrove, P,.E., Withers & Ravenel
Doug Huggett, DCM
Linda Lewis
Page 2 of 2

Cedar Landing
Subject: Cedar Landing
From: Linda Lewis <[e-mail]>
Date: Tue, 25 Jul 2006 09:22.42 -0400
To: Mark Hargrove <[e-mail]>
Mark:
Attached are my Express Review comments. The project number has not been assigned
pending receipt of the additional $2,000 application fee.
Linda
11 Content -Type: application/msword
cedarlanding. ju106.doc
Content -Encoding: base64
1 of 1 7/25/2006 9:22 AM

06/14/2006 07:57 91.04520060 LANDMANAGEMENT PAGE 03/07
CD��it�!/io�9�197,P1f?��il Ivfyl�.�lrs�ifan/�� •
.91YO.5, r%T IkIllr` 16 cl IWTrw 7mrZ37.J
9Azmr�% ffAav, .A / Wo 2R/r)Y
Stewart Montgomery.
Cedar Landing Partners
200 Lindy Lane
Wrightsville Beach, NC 28480
f wne: 0-t04112-000il
��Cix:.9�0-f52-0060
March 14, 2006 ED
JUL z 4 Zoos
D yy
PROJ # lt!
2
Reference:.Storinwater Infiltration Study at Cedar Landing Tract near Holden Beach, NC
Dear Mr. Montgomery. -
Recently Land Management Group, Inc. had the pleasure of evaluating the
proposed stormwater infiltration areas at the proposed development. The purpose of the
evaluation was to describe the soil profile, quantify the depth, to the seasonal high water
table, and to inform the project engineer of any potential limitations of this project. I
offer the following comments.
The soils at this site are mapped as Waudo soil series in the Soil Survey of
Brunswick County (USDA, .1977). Actual soil borings confirm the soil to be. slightly
wetter than a Wando soil series with soils more accurately characterized as a Pactolus soil
series. The seasonal high water table is normally evid6nt by observation of
redoxirnorphic features suggesting past conditions of saturation and reduction. There is
evidence of redoxunorphic features as shallow as 28" and as deep as 34". The actual
olrse.rved depth to of water was slightly shallower than. the seasonal. high water table
during my visit which immediately followed a substantial rain. event. The infiltration rate
of these soils would be 5" per hour. One an.or_u.alous boring (boring number 3) at the
extreme eastern property line exhibited fill material over an old nlarstk maat at 4831. This
area has long ago been filled with sandy and shelly fill material and represents a minor
aerial, extent of the property being proposed .for stormwater infiltration. If needed, this
area could be proposed for stormwater infiltratiou with a seasonal high water table at 3 0"
and an infiltration rate of 1" per hour.
In summary, the .majority of the site that is being proposed for stormwater
i.rzfiltration has a seasonal high water table between. 28" and 34" below the soil. swface
and the estimated infiltration rate of these soils is S" per hoot_ A. minor inclusion of
sandy and Shelly fill over marsh mat was identified as shown in the attachment. No other
limitations for the proposed use were identifed.. Please do not hesitate to contact me if

Ob/14/2006 07:57 9104520060 LANDMANAGEMENT - PAGE 04/07
you have any questions with this report. I maybe reached at 910-452-0001, 910-471-
0777'or at iwilham.sQq Itugoup.laq
Sincerely,
44V Wrt
fob.p. P Williams
NC Licensed Soil Scientist, #1113
SC Professioual Soil Classifier, #58
�Izlw

06/14/2006 07:57 9104520060 LANDMANAGEMENT PAGE 05/07
Profile Descriptions
goring 1, Linear side slope, 0-2% slope.
F 1 0-8" Loamy sand fill, l OYR6/6
Ab 8-12" Loamy sand., gr, vft, us, np,15Y3/1
Bwl. 12-20" Fine sand, gr, vfr, us, up, 2.5Y4/3
Bw2 20-30" Fine sand, gr, vfr, ns, np, 2.5Y5/6
Cg 30-48" Sand, stluctureless, vfr, ns, np, 2.5Y7I1
Estimated seasonal high water table: 30"
Observed water, table on March 2, 2006. 26"
Estimated infiltration rate: 5" per hour
Boring 2, Linear side slope, 0-2% slope.
Ab 0-10" Loamy sand, gr, vfr, us, np, 2.5Y3/1.
Bwl 1.0-18" Fine sand, gr, vfr, ns, zip, 2.5Y4/3
Bw2 18-28" Fine sand, gr, vfr, ns, np, 2.5Y5/6
Cg 28-48" Sand, structureless, vfr, vs, np, 2.5Y7/1
Estiimated seasonal high water table: 28"
Observed water table oia March 2, 2006; 24"
Estimated infiltration rate: 5" per hour
Boring 3, Filled depression, 0-2% slope.
1;1 0-10" Loamy sand fill, 2.5Y3/1
F2 10-36" Mixed sand and shells, 2.5Y6/4
F3 30-31" Silty clay loam fill, gley.5G5/1
Ab 31-34" Loamy sand, gr, fr, ns, np, 2.5Y3/1
C 34-48" Sand, structureless, fr, ns, np, 2.5Y5/1
Ab' 48-54" Uradecomposed. marsh grass, 2.5Y2.5/1.
Estimated seasonal high water table: 30"
Observed water table on March. 2, 2006: 35" (after disturbing perched layers)
Estimated infiltration rate: 1" per hour

06/14/2006 07.57 9104520060 LANDMANAGEMENT PAGE 06/07
Boring 4, T. near side slope, 0-2% slope.
A 0-4" Loamy sand, gr, vfr, as, np, 2.5Y3/1
Bwl 4-18" Fiue sand, gr, vfr, ns, np, 2.5Y4/3
13v2 18-30" Fine saud,.gr, vfr, ns, alp, 2.5Y5/6
Cg 30-48" Sand, structureless, vfr; us, np, 2.5Y7/1.
Estimated seasonal high watex table: 30"
Observed water table on March 2, 2006: 28"
Estimated infiltration rate: 5" per hour.
Boring 5, Linear side slope, 0-2% slope.
Fl 0-4" Stone/sand Parking lot fill
A 4-6" Loamy sated, gr, vfr, .ns, np, 2.5Y3/1
Bwl 6-18" Fine sand, gr, vfr, ns, np, 2.5Y4/3
13w2 1 &-30" Fine sand, gr, vfr, ns, np, 2.5Y5/6
Cg 30-48" Sand, structureless, vfr, ns, np, 2.5Y7/1
Estimated seasonal hiSh. water table: 30"
Observed water table on March 2, 2006: 27"
Estimated infiltration rate: 5" per hour
Boring 6, Linear side slope, 0-2% slope.
F1 0-14" Reworked loamy sand fill from pool construction.
Bwl. 14-20" Fiuc,saud, gr, vfr, ns, ap, 2.5Y4/3
Dw2 20-34" Fain sand, gr, vfr, ns, np, 2.SY.5/6
Cg 34-48" Sand, structureless, vfr, n,-R, np, 2.5Y7/1, 7.5YR5/8 RMF
Estimated seasonal high water table: 34"
Observed water table. on. March. 2, 2006: 27"
Estimated infiltration rate: 5"per .hour

The boundary information contained
on this map has been overlaid with
no ground control. Information as
shown is approximate and not meant
to be absolute. Boundary information
taken from Brunswick County tax map.
SCALE 1" = 100'
Stormwater Test Location Map Land Management Group, Inc.
Cedar Landing Tract Environmental Consultants 2004 GIS
1315 Cedar Landing Road Wilmington, N.C. Color
Holden Beach, NC March 2006 Aerial Photo
30-06-037S

t.MAR-16-1900 05:35
P.02
NORTH CAROLINA
Department of The Secretary of State
To all whom these presents shall come, Greetings:
1, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
V9
CEDAR LANDING PARTNERS, LLC
the original ;of which was filed in this office on the 21 st day of February, 2006.
RECEIVED
JUL 2 4 2(p6
pwe
raw s 5W ri 6(o072°i
IN WITNESS WHEREOF, I have hereunto
set my nand and affixed my official seal at the
City of Raleigh, this 2tst day of February, 2006
Secretary of State
Document Id: 020080510022
1

MAP,-16-1900 05:35
P.03
State of North Carolina
Dcpardment of the &xrctnry of Stye
Limited Liability Comp=W
ARTICLES OF ORGAN17ATIION
SOSID: 829883
Date Filed: 2/21/2006 1: 46:00 PM
Elaine F. Marshall
Nortlt Carolina Secretary of State
C200605100221
Pursutmt to §57C-2.20 of the Generate StaWles of North Carolina, the undersign l does hereby submit
these Artides o� Orgmizarim for the purpose of forming a limited liability company.
The nstz I of the litnited liaMty compmy is: Ceder Lat4rV Partrtiers, LLC
2. if the limited liability company is to dissolve by it specific date, the latest date on which the
limited liability oampany is to dissolve: (If na dame for dissoh0ion is specified, there shall be no
ltrrtlr on the &ratiaa of the Rmiled liability compmty_)
4,
a
6.
The ramie and address of each person exac Ming these articles of organization is as follows:
('rate whether each pe7swr m =cwng these arricki of orgmtixation in the cupadry of a
nrem&r,'orgaWwr or both Note: Ai v doctiment mast be signed by all personv listed here).
Smart Montgwrmry, Member and Omanb wr
200 Lindy Lane, WrigNayiie WaO, NC 28480
The sweet address and cowry of the initial mgistered office of the limited liability company is:
Number and Street 20U Linty Lane
City, 9ft4e, Zip Cade Wrightsville leach, NC 28M
Cry Now Hanover
The mailing address, Y'&Vffav l fram the x4red a&bm, of the initial registered office is:
The name of the initial registered agent is: Stewart Mordgomery
Principal affice information: (Select either a or b)
a. 0114 limited h&Mlily company has a principal u ffk e.
i
lie gtreet address and c orriy of the principal office of the Iirnbed liability compatty is:
Number and Street
City, Stnuc, Lip Cade County
IU mailing addme, ijaiffva►afrow the stnd address, of the principal office of the corporadoo W
b.. 0 The limits liability company does oat have a principal off=.

MAR--16-1900 05: 35
P.04
8. Chock one of the following.
M04& r ,ad UV all rn mbets by virtue of their sta E as Members sba11 be
managers of this limited liability company_
(i) M ed LLC' except as provided by N.C.G.S. Section 57C•3-20(a), the
membersjof this Limited liability company sha not be n mnagem by virtue of their status as
members!
9. Any odw provisims which the Liraited liability copy elects to include am atised.
10_ 'These ankles will be effective upon filing, unless a date md/or time is specified:
This is the i O day of _ FO wry _ 20 06
(cedar Leading Partnam, LLC
SY bur
Member and OVnimf
Type or Prig! Nmtte and Tale
NOTES;
1. leg feo i, S125, 7hb docamaw must be tiled wM tee ticavftry orSL%sL
CORPORAHONS p'MmON P_O. Box 2%22 RALBLGIL NC 276264622
MndmdJay;UO2) (F— "I)
lnstrudkei for Flung
TOTAL P.04

Page 1 of 1
.v
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY OF STATE
Corporations
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PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 7/24/2006
Click here to:
View Document Filings
nPrint apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
NC Cedar Landing Legal
Partners, LLC
Limited Liability Company Information
SOS! D:
0829883
Status:
Current -Active
Date Formed:
2/21 /2006
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Montgomery, Stewart
200 Lindy Lane
Wrightsville Beach NC 28480
200 Lindy Lane
Wrightsville Beach NC 28480
No Address
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemfd=7891636
7/24/2006

.1
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 829883
Date Filed: 2/21/2006 1:46:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200605100221
Pursuant to §57C-2-24 of the General Stattttes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
I . The name of the limited liability company is: Cedar Landing Partners, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date an which the
limited liability company is to dissolve: (If no date jar dissolution is sped, jig there shall be no
hmit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of orgmization in the capacity of a
member, organizer or both. Note: This document must be sued by all persons listed here).
Stewart Montpommy. Member and Organizer
2W Lindy Lane, Wrightsville Beach, NC 28480
4
5.
6.
7.
The street address and county of the initial registered office of the limited liability company is:
Number and Street 200 Lindy Lane
City, State
Zip ,ode Wrightsville Beach, NC 28480 County New Harwver
The mailing address, j%4Vffa W fi vm the street add►=, of the initial registered office is:
'Me name of the initial registered agent is: Stewart Montgomery
Principal office information: (Select either a or b.)
a. ❑ The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Strut
City, State, Zip Code County
The mailing address, ifdlffa W fnooa the Bret ad dren, of the principal office of the corporation is:
b. 0 Thu limited liability company dots not brave a principal office.

S. Check one of the following:
✓ (i) Mmbw-managed LLC. all members by virtue of their status as members shall be
managers of this limited liability company.
(ii) M edUC. except as provided by N.C.G.S. Section 57C 3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company Beds to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the jEay of February , 20 06
Cedar Landing Partners, LLC
ttrr
Member and Organizer
7)pe ar Print Name and 77tk
NOTES:
Z. Ftting fee b SM fhb document mart be thud vdth the Seery of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGK NC 27626-0622
fRs"d Jm umy 2W2) {Fan L-01)
Iertrecdonr for Ming

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
(9-10) 256-9277
FAX [phone]
To: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
LMER OF T° ° NSNUAL
DATE '2 /06
JOB NO. o3o6o134.oi
ATTENTION Cameron Weaver
PHONEME
RE.Cedar Landing Condos
❑ Attached ❑ Under separate cover via
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Sets of Plans for Review
2
Stormwater Calculations
1
Article of Organization for Mason Landing Yacht Club
1
Check for $2,000 for Express Application Fee
2
Original and copy of Permit Application
2
Infiltration Basin Supplements
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested - ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: This package is submitted for the NCDWQ Express Stormwater Permit
COPY TO: File, Stewart Montgomery SIGNED:
If enclosures are not as noted, kindlynot/fy us at once.