SW8980820_Historical File_20140530

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 30, 2014
William Haberman, President
DGH Thistle, LLC
1815 Olde Thistle Club Road
Sunset Beach, NC 28468
Subject: Stormwater Permit No. SW8 980820 Mod.
The Thistle Golf Club
High Density Subdivision Project
Brunswick County
Dear Mr. Haberman:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete, modified Express State Stormwater Management
Permit Application for The Thistle Golf Club on April 29, 2014. Staff review of the modified plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW8 980820 dated May 30, 2014, for the construction, operation and maintenance of the
BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until March 27, 2015, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions fisted in
this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system,
to record deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance
problems.
The following modifications are included and covered by this permit:
1. The pond systems have been modified from a no -discharge system to a discharging pond
system via the addition of a drawdown orifice. Golf course irrigation from the pond system is still
allowed, but is no longer the only means -of drawing down the pond.
2. The drainage areas were revised to include the area of the BMP.
3. Phase II development is shown on the plans. The total number of lots in Phase I is now 68 and
the total number of lots in Phase II is 91.
4. The maximum BUA per lot increased from 6,000 sf to 8,000 sf.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

State Stormwater Management Syystems
Permit # SW8 98082C
If you have any questions please contact Linda Lewis with DEMLR in the Wilmington Regional
Office at [phone].
Sin rely,
Tracy avis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: 111Stormwater\Permits & Projects119981980820 HD12014 05 permit 980820
cc: Andy Rodak, P.E., Duncklee and Dunham
Kelly Southward, Town of Calabash Building Inspections
Wilmington Regional Office Stormwater File
Page 2 of 9

State Stormwater Management Systems
Permit # SW8 980820
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
DGH Thistle, LLC
The Thistle Golf Club
1815 Olde Thistle Club Road, Sunset Beach, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds 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 Energy, Mineral and
Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until March 27, 2015 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 of this permit. The wet ponds designated as DA-1
and DA-2 have been designed to treat the runoff from 1,219,339 square feet and
1,269,522 square feet of impervious area, respectively.
3. Each of the 68 single family subdivision lots in Phase I and the 91 single family lots
in Phase II is limited to a maximum of 8,000 ftz of built -upon area.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. The runoff from all built -upon area within each of the permitted drainage areas of
this project must be directed into the appropriate permitted stormwater control
system.
Page 3 of 9

State Stormwater Management Syystems
Permit # SW8 980820'
6. The following design criteria have been approved for the wet detention ponds, and
must be maintained at design condition:
DA-1 DA-2
a. Drainage Area, acres: 251.83 170.00
b. Total Impervious Surfaces, ft.. 1,219,339 1,269,522
(#) Lots ag8,000, ft2: (68) 544,000 (91) 728,000
Streets, ft : 216,277 114,027
Parking, ft2: 118,013 -0-
Cartpaths, ft2 256,568 136,778
Sidewalks, ft2: 1,307 208,217
Amenity Center, ft2: 18,731 -0-
Clubhouse, Maintenance shed, Cart Barn ft2: 64,443 -0-
Future -0- 82,500
c. Pond Design Depth, feet: 6.0 6.5
d. Design Storm, inches: 1.5 1.5
e. Permanent Pool Elevation, FMSL: 44.5 45.65
f. Provided Surface Area, ft2: 1,393,570 1,026,411
g. Provided Storage Volume, ft3: 1,864,468 1,610,684
h. Controlling Storage Elevation, FMSL: 45.82 47.2
i. Drawdown Orifice, inch o: 8.0 8.0
j. Permanent Pool Volume, ft3: n/a n/a
k. Forebgy olume ft3. n/a n/a
I. Receiving Stream / Index #: Shingletree Swamp / LBR 15-23-2
m. Classification of Water Body: "C Sw"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee shall routinely monitor the project to assure that the proposed built -
upon area for the project and for each lot, does not exceed the maximum allowed
built -upon area assigned by this permit.
3. The permittee shall review all proposed lot plans and subsequent modifications and
additions thereto, for compliance with the permitted BUA limit. The permittee shall
not approve any lot plans that propose to exceed the maximum allowed BUA limit
assigned by the permit.
4. The permittee shall have submitted a permit modification and received approval
prior to the construction of any changes to the approved plans. A permit
modification is required for, and not limited to, any of the following occurrences:
a. Any revision to the approved plans, number of lots, layout, drainage, ponds,
streets, details, etc., regardless of size.
b. Redesign of or changes to the permitted amount of built -upon area for the
project or for the individual lots covered by the permit.
c. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The development of the multi -family future tract in Phase II.
Page 4of9

State Stormwater Management Systems
Perm # SW8 980820
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management systems shall be constructed in their entirety,
vegetated and operational for their intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system was used as an
Erosion Control device, it must be restored to design condition prior to operation as
a stormwater treatment device, and prior to occupancy of the facility.
9. 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.
10. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in either pond is 3 HP.
11. Unless specified elsewhere, permanent seeding requirements for the stormwater
pond systems must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
12. The facilities shall be constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
13. The permittee shall maintain a copy of the approved plans and specifications on
site at all times.
Page 5 of 9

State Stormwater Management Systems,
Permit # SW8 980820
14. The permittee shall at all times provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping.
g. Access to the outlet structure must be available at all times.
15. Records of maintenance activities must be kept and made available upon request
to authorized personnel of DEMLR. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -
upon area per lot to the amount as shown on the Project Data Sheet, per Section I,
Part 2. The recorded statements must follow the form:
a. "The maximum built -upon area per single family lot is 8,000 ft2 square feet. This
allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and
the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools."
b. "The covenants pertaining to stormwater regulations may not be changed or
deleted without concurrence of the State."
c. "Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the State."
17. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy
must bear the signature of the Permittee, the deed book number and page, and
stamp/signature of the Register of Deeds.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, brick,
stone, slate, coquina and parking areas, but does not include raised, open decking,
or the water surface of swimming pools.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the terms, conditions and
limitations contained in a stormwater management permit or the stormwater rules,
is subject to enforcement action in accordance with North Carolina General Statute
143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
Page 6 of 9

State Stormwater Management Systems
Permit # SW8 980820
3. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least
60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
4. Prior to transfer of the permit, the project must be inspected by the Division and
determined to be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Required documentation including recorded deed restrictions, Designer
Certifications, records of lot approvals and/or copies of tax records and BMP
maintenance activities performed to date will be required as proof of compliance.
5. In the event that the facilities fail to perform satisfactorily, 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.
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. Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall submit a permit renewal application and fee to the Division at
least 180 days prior to the expiration date of this permit. The renewal application is
due by September 27, 2014.
Permit modified and reissued this the 30t" day of May, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the rEnvironmental Management Commission
Permit Number SW8 980820
Page 7 of 9

State Stormwater Management Systems
Perm # SW8 980820
The Thistle Golf Club
Stormwater Permit No. SW8 980820
Brunswick County
Designers Certification
Page 1 of 2
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit # SW8 980820
Certification Requirements: Page 2 of 2
The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plans.
5. The Outlet Structure is located per the approved plans.
6. A Trash Rack is provided on the outlet/bypass structure.
7. All pond and swale slopes are grassed with permanent vegetation.
8. Vegetated side slopes are no steeper than 3:1 (H:V).
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized and are installed at the
correct elevation per the approved plans.
12. All required design -depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and a vegetated filter, if applicable.
14. The overall dimensions of the system, as shown on the approved plans,are
provided.
cc: NCDENR-DEMLR Regional Office
Town of Calabash Building Inspections
Page 9 of 9

DEMLR USE ONLY
Date Recei ed
Fee PaidI
Permit Number
Applicable'Rules-
(select all that apply)
Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph H - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
BY:
kip ec{ m !
APR 2 9 2014
8840 Olde Georgetown Road
City:Calabash County:Brunswick Zip:28467
3. Directions to project (from nearest major intersection):
At intersection of US Highway 17 nd NC Hwy 904 take 904 South turn right on NC 179 (SR 1163)
entrance to development is approximately 3 miles on the right
4. Latitude:33° 55' " N Longitude:780 33' " W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SA U-102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 980820 , its issue date (if known)3/27/01 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
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, SW8 980820 and the previous name of the project, if different than currently
proposed, The Thistle Golf Club
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):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 52 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airp4@No ❑Yes
If yes, see S.L. 2090, Part A-ttl2://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
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:DGH Thistle, LLC
Signing Official & Title:William Haberman
b. Contact information for person listed in item la above:
Street Address:1815 Olde Thistle Club Road
City:Sunset Beach State:NC Zip:28468
Mailing Address (if applicable):128 South Tryon St #1800
City:Charlotte State:NC Zip:28202
Phone: (407 ) 973-7875 Fax:
Email:[e-mail]
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 Information, 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 below.)
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: DGH Thistle, LLC
Signing Official & Title:William Haberman, President
b. Contact information for person listed in item 2a above:
Street Address:1815 Olde Thistle Club Road
City:Coeburn State:VA Zip:24230
Mailing Address (if applicable
City:
State: Zip:
Phone: Fax:
Email:
APR 2 9 20%
3. a. (Optional) Print the name and title of another contact such as the project's cowl supervisor or o
person who can answer questions about the project: BY.
,
Other Contact Person/Organization:Aaron Black/J.P. Russ & Son. Inc.
Signing Official & Title:Aaron Black, Construction Supervisor
b. Contact information for person listed in item 3a above:
Mailing Address:5621 Beach Drive SW
City:Ocean Isle Beach State:NC Zip:28469
Phone: (910 } 754-6023 ext 2 Fax: ( )
Email:aaronjpr®atmc.net
4. Local jurisdiction for building permits: Town of Calabash
Point of Contact:Kelly Southward Phone #: (910 ) 579-6747 ext. 5
Form SW-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff during and post construction will be collected and treated by two, distinct Rond systems
constructed on the adjoining golf course. The pond systems are each interconnected in series through weirs
and piping, and each has a controlled discharge thorugh an orifice and broad -crested weir installed on the
last pond in each series. The pond systems were previously permitted and constructed during develoRment
activities associated with Phase I of the project.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
® Approval of a Site Specific
❑ Valid Building Permit
❑ Other:
Development Plan or PUD
Approval Date: 2/13/14, 4/1/14
Issued Date:
Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 421.83 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 59.41 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:362.42 acres
+ Total project area shall be calculated to exclude the following. the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hiah Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHPV) line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 28.26 %
9. How many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
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 with the information for each area
provided in the same format as below.
MAY IS 2014
Form SWU-101 Version Oct. 31, 2013 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drama e Area _
Receiving Stream Name
Shingletree
Swamp
Shingletree
Swam
Stream Class *
C-SW
C-SW
Stream Index Number *
15-23-2
15-23-2
Total Drainage Area (sf)
10,969,657
7,405,189
On -site Drainage Area (sf)
10,969,657
7,405,189
Off -site Drainage Area (sf)
0
0
Proposed Irapervious Area** s
1,219,339
1/269/522
% Impervious Area** total
11.1
17
Im ervious� Surface Area
Drama Area 1
Dr ' e Area 2
Drains e Area _
Drainage Area _
On -site Buildings/Lots (sf)
627,174
728,000
On -site Streets (sf)
216,277
114,027
On -site Parkin (sf)
0
On -site Sidewalks (sf)
1,307
208,217
Other on -site (sf)
256,568
136,778
Future (sf)
82,500
Off -site (sf)
0
0
Existing BUA*** (sf)
Total (sf):
1,219,339
1,269,522
* Stream Class and Index Number can be determined at: http✓ q1 al.nedenr.or /icg Deb/ v s/csulclassi cations
Imperious area is defined as the built upon area including; but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BLIA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. hformaton
gathered from Brunswick County GIS data (orthophotos) for Phase I BUA and site survey data for proposed
Phase II BUA
Protects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS O I V -
The applicable state stormwater management permit supplement and operation and J!ce (O&M) f0ims
must be submitted for each BMP specified for this project. The latest versions of the form; can be downloaded
from http//portal.ncdenr.or¢/web/wa/ws/su/bmp-manual. b
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hn://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map ath2R://portal.ncdenr.or%t/web/MLq/ws/su/maps )
Please indicate that the following re uired information have been gK23dded by initialen 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 h=://Rortal.ncdenr.org/web/wg/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htt ://www.envhelp.org/1ages/onestopexpress.hbnl 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 two pages) describing the stormwater treatment/managementfor
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 S.A. waters within 1/2 mile of the site boundary, include the 1/2
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 MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW 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 (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify N
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, 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 a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3353 Page No: 0476
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
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 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://w-ww.secretaiy.state.nc.us/C2Morations/­CSearch.as]2x
I&ECEIVEIR
BY: APR 2 9 2014 0
S46-A4 VA
hr�
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

VII. DEED RESTRICTIONS 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. The appropriate ridkieds restd
protective covenants forms can be downloaded ortal.ncdenr.org/web/lr/state-stormwate,
forMs_ . 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 DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. 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:Andrew Rodak
Consulting Firm: Duncklee & Dunham, P.C.
Mailing Address:511 Keisler Drive, Suite 102
City:Cary State:NC Zip:27518
Phone: [phone] Fax: ( )
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) William Haberman , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) Aaron Black with (print or type name of organization listed in
Contact Information, item 1a) l.P. Russ & Son 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.
eCEIVEft
APR 2 9 20%
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

As the legal property owner I 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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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 aspespnjent of cjivV penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date: 31-3r—/-/
I, ! e a Notary Public for the State of A , County of
CAS do hereby certify that k44L , 4�2Z, personally appeared
before me this q day of 2 tic* 24y� , and acknowledge the a execution of the application for
a stormwater permit. Witness my hand and official seal,
:ti�nP"'•., ERIKRUSCETTE
MY COMMISSION # FF 018450
EXPIRES: July 31, 2017
'h RF Bonded Thru Notary Public Undenwdtera
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires ��6
I, (print or type name of person listed in Contact Information, item 1a) William Haberman
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 requirements of the
applicable stormwater les under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date: 3 j
I, a Notary Public C ��fo//r the State of /�e 4 County of
d••�.� S C%do hereby certify that 4!Me , �, 14ai-F A -WV personally appeared
before me this _, day of M*-LeA 3V/9 , and acknow dge a due execution of the application for
a stormwater permit. Witness my hand and official seal,
L-tZ
ERIKRUSCETTE
MY COMMISSION # FF 01MM
EXPIRES: July 31, 2017
b Bonded Thru Notary Public Underwdtera
SEAL
My commission expires/7
ECIVG
APR 2 9 2014
BY:
Form SWU-101 Version Oct. 31, 2013 Page 7 of 7

Drawn by and Mail to:
Shumaker, Loop & Kendrick, LLP
Moses Luski, Esq.
128 South Tryon Street, Suite 1800
Charlotte, NC 28202
STATE OF NORTH CAROLINA
E. �,
FEB 2 f 20%
BY
SECOND AMENDMENT TO DECLARATION OF PROTECTIVE
COVENANTS, RESTRICTIONS AND EASEMENTS
FOR THISTLE DOWNS AT THISTLE GOLF CLUB
THIS SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS
RESTRICTIONS AND EASEMENTS FOR THISTLE DOWNS AT THISTLE GOLF CLUB (the
"Amendment") is made and entered into as of February 7, 2014, by DGH THISTLE, LLC, a Florida
limited liability company ("Declarant").
RECITALS:
A. Thistle Downs Limited Partnership, a Florida limited partnership ("Thistle Downs")
entered into that certain Declaration of Protective Covenants, Restrictions and Easements for Thistle
Downs at Thistle Golf Club dated as of September 5, 2001, recorded in Book 1529, Page 572, as
amended by a First Amendment recorded in Book 3353, Page 782, in the Brunswick County, North
Carolina Register of Deeds, (the aforesaid Declaration, as amended by the aforesaid First Amendment is
hereafter referred to as the "Declaration").
B. Declarant is the successor to the rights of Thistle Downs as "Declarant" under the
Declaration by virtue of that certain Assignment of Declarant Rights recorded in Book 3454, Page 462,
in the Brunswick County, North Carolina Register of Deeds.
C. Pursuant to Article XVII, Section 15 of the Declaration, the "Declarant" thereunder has
the unilateral right to amend the Declaration prior to the Turnover Date (as defined in the Declaration,
which Turnover Date, as of the date of this Amendment, has not yet occurred).
D. As "Declarant" under the Declaration, Declarant desires to amend this Declaration in
accordance with the terms and provisions set forth in this Amendment.
AGREEMENT:
NOW, THEREFORE, for an in consideration of Ten Dollars ($10.00) paid in hand and other
food and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the
parties hereby agree as follows:
Pap 1 of 3
6a57a66

1. Recitals. The recitals set forth above are incorporated herein by reference. The use of
any capitalized term not otherwise defined herein shall have the meaning ascribed thereto in the
Declaration.
2. Turnover Date. Article IV, Section 2 of the Declaration is hereby amended by deleting
the phrase "December 31, 2014" and replacing said phrase with the phrase "December 31, 2017."
3. A new Section 39 to Article V of the Declaration is added as follows:
Section 39. Side Setback Lines for Lots Recorded in Map Cabinet 65, Page 34. With respect to
Lots 55-61, 63-64, 66,68 and 69, Phase II, Thistle Downs Subdivision, as recorded in Map Cabinet 65,
Page 34, Brunswick County, North Carolina, Public Registry, the side Setback Lines shall be five (5)
feet from the property line.
4. A new Section 40 to Article IV of the Declaration is added as follows:
Section 40, Minimum Impervious Area. Subsequent to January 1, 2014, with respect.to new
construction on any previously vacant lot, the maximum impervious surface area shall not exceed 6,000
square feet. The term "Impervious Area" shall mean any built upon area constructed within a Lot and
for such Lot shall include any built upon area between the front Lot line and that portion of the right-of-
way between the front Lot line and the edge of the pavement. "Built upon area" includes, but is not
limited to structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised open wood decking or the water surface of swim„ting pools.
5. Section 1 to Article XI of the Declaration is deleted in its entirety and amended and
restated as follows:
Section 1. General. The Golf Club Property is not Common Area. The Golf Club Property is
private property owned and operated by the' Golf Club Property Owner or- its assigns and administered
according to membership policies and rules and regulations adopted by the Golf Club Owner from time
to time. The Golf Club Property Owner has the exclusive right to determine from time to time, in its
sole discretion and without notice or approval of any change, how and by whom facilities on the Golf
Club Property shall be used, if at all. Ownership of a Lot or any other portion of the Property or
membership in the Association does not give any vested right or easement, prescriptive or otherwise, to
use the Golf Club Property, and does not grant any ownership or membership interest therein.
6. Conflict. To the extent of any conflict between the provisions of the Declaration and the
provisions of this Amendment, this Amendment shall supersede and control.
7. Final Agreement: Ratification. Except as specifically set forth herein, the Declaration
remains unchanged and in full force and effect and Declarant, as "Declarant" under the Declaration, by
its execution of this Amendment, hereby ratifies, affirms and approves the Declaration, as amended
hereby.
(Signature Pages) to Follow]
Pagel 2 of 3
Y467496

IN WITNESS WHEREOF, the undersigned has duly executed than presents by authority duly
given as of the date and year first above written.
DECLARANT:
DGH Thistle, LLC
a Florida limited liability company
By:
Name: illfifm Haberman
Title: President
STATE OF AM Z
COUNTY OF nc�.
1, a Notary Public or the State of County of ca fy► that
all /M M ,r AQ n personally appeared before me this day and acknowledged the
due and voluntary execution of the foregoing document for the purpose stated therein and in the capacity
indicated.
!S;U is personally kmwn to me; or has +e:e �.P -- - as identification. [NwoX
Chad appnvprfate blmtt and ffobtafnfng fdmt#Fcatfa% fill In a *mPrfate fdentff catfan munber.J
This the 2!!&y of February, 2014
ignature of Notary Public
aacaueM
RamotWeroEl�ry,ArmwW. d,.
Seal)
of Notary
My commission expires:
ftV 3of3
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Y
DUNCKLEE ENVIRONMENTAL GEOLOGISTS & ENGINEERS
511 KEISLER DRIVE - SUITE 102
CARY, NORTH CAROL 27518
& DUNT OFFICE: [phone] MM& QjMKLEE HAXCOM
LETTER OF TRANSMITTAL
To: Linda Lewis, NC DEMLR
From: Andrew Rodak
Date: 5/15/14
The following document is attached:
❑ Draft Letter / Report ❑ Final Letter / Report
❑ Laboratory Report ❑ Certifiication Forms
❑ Contract or Change Order ® Other: Corrected SW Permit
Application (forms and docs�
For the following action:
❑ For Your Review / Information ❑ For Your Signature & Return
❑ As You Requested ® Other: For Approval
Attached are the following, per you review letter dated May 7, 2014:
1. Corrected pages 3 and 4 of the stormwater permit application depicting the corrected
drainage and built -upon areas of Phase I and II
2. Corrected stormwater wet detention basin supplement forms
3. Corrected calculations
4. Corrected Figures 2, 4 and 5
5. Check for $500 to cuver additional review fee ECEI
VE
MAY 15 2014
!l lii [.(r!Iflill:l S • Z'(.�ti'Y'�r(<'C'i'rilY�(iin �:.\ll` Nl)Itfii� AretJLl11'7�(
me Z.?+,!';131:fiS vy!.1LJtl1!1'<'lla I_]t:L>titiL s�'-3a�})

DUNCKLEE ENVIRONMENTAL GEOLOGISTS & ENGINEERS
511 KEISLER DRIVE — SUITE 102
D� DUNHAM CARY, NORTH CAROLINA 27518
Q( OFFICE: [phone]
WWW LNCSLEEDUNHAM COM
Narrative of Stormwater Best Management Practices
The Thistle Golf Club and Estates -Phase II
Calabash, Brunswick County, North Carolina
The subject site is Phase II of The Thistle Golf Club (formerly Hansen Tract), located in southeastern
Brunswick County in the Town of Calabash. The tract is located in the southeast quadrant formed by the
intersection of NCSR 1163 and NCSR 1164, and comprises approximately 401.26 acres. The project is
located adjacent to/or within the headwater wetlands of Shingletree Swamp and Little Cawcaw Swamp.
The current use of the property is residential/recreational, with 14 developed single-family lots, a 27-hole
public golf course, a clubhouse and maintenance building. The site is currently undergoing development
of an area permitted as Phase I, with Phase II development planned in the future.
The project area is relatively flat; topographic relief ranges from approximately 52 feet above mean sea
level (MSL) to approximately 46 feet MSL. Soil at the site is predominantly of the Murville, Mandarin
and Leon Series (Soil Survey of Brunswick County). These soils are typically poorly drained, fine sands
in upland areas.
A pocket of wetlands was delineated in the northeast portion of the Phase I project area during the
stormwater permitting phase. Wetlands were not identified in the Phase II section of the development.
Phase I of the tract is composed of approximately 252 acres, of which construction of the roadways was
permitted under NCDENR low density stormwater permit SW8 970135 in March 1997. In November
1998, the permit was modified to include the roadways in Phase 11 of the tract. In September 1999, a
permit application was submitted by WK Dickson for a 32-acre, non -discharging pond system for
collection of post -construction stormwater runoff from both phases of development.
In May 2000, NCDENR issued a modified stormwater permit, SW8 980820, for a high -density
development of the tract, to include 1,208 multi -family units limited to 30% impervious area, with post -
construction stormwater runoff to be treated by the pond collection system. The permit was modified in
September 2000 from a multi -family residential layout to single family units. In March 2001, the permit
was again modified to combine the development of both Phase I and Phase II into a high density permit
covering a total drainage area of 362.41 acres (218.91 acres in Phase I and 143.5 acres in Phase II), with
construction of 57 single-family lots in Phase I, with a Built Upon Area restriction of 6,000 square feet
per lot.
Post construction stormwater runoff is collected and treated by two distinct, non -discharge,
interconnected pond systems comprised of a total of 13 ponds and providing a total 60 acres of storage
area.
MAILING ADDRESS -'!COST OFFICE Box 639 -- CARY, \Oq.94'A�lf3f
C. �IJ �52A"
Ork
NORTH C.'.R01.iN,1 BOARD OF EXAN11NERS "rOR I�'<GI`.:_ERS 1ND Sl.;ll\`S ImFt SF C-3`.NORTHC AROLANA BOA1 D FOR L.ICL.NSINGO CiliU1GGISIS LSE' C-261
NC DFNR REGISTF,RI"D LIA IRONa1i.",1AL. CONSI iA v: N�--

Narrative of Stormwater Best Management Practices
The Thistle Golf Club and Estates
Calabash, North Carolina
Page 2 of 3
Detention Basin Systems
The two detention basin systems provide treatment of stormwater runoff from the developed areas of
Phase I and Il. The two p and systems are not connected to each other. Seven ponds are interconnected in
the Phase I system, and six ponds are interconnected in the Phase II system.
The Phase I pond system provides a total surface area of 1,393, 570 ft (32 acres) at the permanent pool
elevation of 44.5 feet mean sea level (fmsl). The provided surface area exceeds the required surface area
of 43,879 fl calculated using a Surface Area/Drainage area (SA/DA) ratio of 0.4 (Table 10-4, North
Carolina Division of Water Quality Stormwatar BMp 11fanual), a design suspended solids removal
efficiency of 90%, an 11% impervious cover and six foot permanent pool average depth. The permanent
pool elevation of the interconnected ponds is controlled by a designated outlet structure in Pond "C"
comprised on an outlet weir installed with a discharge elevation of 45.82 finsl. As part of the modified
stormwater permit, an 8" circular orifice will be installed on this outlet structure to provide release of the
1.5" storm volume of 204,310 ft . Additionally, Ponds "D" and "E" in the Phase I system have outlet
weirs set at elevations 47.12 and 47.72 finsl, respectively, to control upstream levels in the interconnected
ponds. The upstream weirs are set at elevations to provide 1.32 feet of storage depth in the temporary
pool of each pond. The total provided temporary pool surface area is 1,433,759 W (32.9 acres) with a
provided storage capacity of 1,244,025 ft . This is more than enough capacity to capture the stormwater
runoff volume from the Phase I drainage area based on a rainfall depth of 1.5 inches. The bottom
elevations of the ponds in the Phase I system range from 38.4 ft asl to 40.4 ft asl, and are designed with a
sediment storage depth of 1.5 ft. There are no vegetated shelves in the Phase I pond system, and all pond
slopes are a maximum 3:1. Calculations and the Wet Detention Supplement form are provided in the
stormwater permit modification application.
The Phase II pond system provides a total surface area of 1,026,411 W (23.56 acres) at the permanent
pool elevation of 45.65 feet mean sea level (finsl). The provided surface area exceeds the required
surface area of 58,501 ftz calculated using a Surface Area/Drainage area (SA/DA) ratio of 0.79 (Table 10-
4, North Carolina Division of .Water Quality Stormwater BMP Manual), a design suspended solids
removal efficiency of 90%, a 17% impervious cover and 6.5 permanent pool average depth. The
permanent pool elevation of the interconnected ponds in Phase II is controlled by a designated outlet
structure in Pond "Z" comprised on a 12-ft wide broad -crested weir to control the water levels in the
interconnected ponds. The top of the outlet weir is set at an elevation of 47.2 feet above mean sea level
(asl) to provide an emergency spillway. The outlet structure is equipped with five, 12-inch diameter
orifices set with an invert elevation of 45.65 ft asl. The center orifice will be capped/plugged, and an 8"
orifice and pipe will be installed through the cap for release of the 1.5-inch storm volume of 189,104 W.
The other four orifices will each be covered with an 8" steel rectangular weir plate that will be bolted and
sealed to the concrete wall of the outlet structure. Additionally, Ponds "U" and "V" in the Phase II
system have outlet weirs set at top elevations 47.2, and 46.9 ft asl, respectively, to control upstream levels
in the interconnected ponds, and Pond "T" is connected to Pond "Z" through a 36" underwater pipe with a
top elevation of 44.40 ft asl. The upstream weirs are set at elevations to provide 2.09 feet of storage depth
in the temporary pool of each pond. The total provided temporary pool surface area is 1,154,329 ftz (26.5
acres) with a provided storage capacity of 710,435 W at an average depth of 6.5 feet. This is more than
enough capacity to capture the stormwater runoff volume from the Phase II drainage area based on a
rainfall depth of 1.5 inches. The bottom elevations of the ponds in the Phase II system range from 39.5
ft asl to 40.2 ft asl, and are designed with a sediment storage depth of 1.5 ft. There are no vegetated
shelves in the Phase II pond system, and all pond slopes are a maximum 3:1. Calculations and the Wet
Detention Supplement form are provided in the stormwater permit modification application.
I,--:) DCVCU.6f7 & DUNiIAM, P.C.

Lewis,Udda
From: Lewis,Linda
Sent: Thursday, May 08, 201411:45 AM
To: Rodak, Andy ([e-mail])
Subject: SW8 980820 Express Review Comments
Attachments: 2014 05 addinfo 980820.doc
Andy- please find my review comments for the subject project attached. A hard copy will be mailed to the applicant, but
this is the only copy you'll receive. Let me know if you have questions.
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office — 910-796-7215
Direct Line — 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

ALT,
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 7, 2014
William Haberman, President
DGH Thistle, LLC
1815 Olde Thistle Club Road
Sunset Beach, NC 28468
-Subject:- Request -for Additional- Information
Stormwater Project No. SW8 980820
The Thistle Golf Club and Estates
Brunswick County
Dear Mr. Haberman:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for The Thistle Golf Club and Estates on April 29, 2014. A preliminary review of
that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. The impervious area reported on the Phase I pond supplement does not match the
impervious area reported on the application..
2. The pond area is generally counted as part of the drainage area and is considered
pervious. Please revise the drainage areas for each pond.
3. Since the deed restrictions allow all of the lots to have 8,000 square feet of BUA, you
should use 8,000 sf for each lot for purposes of totaling up the BUA. You do not
need to separate the lots by existing and undeveloped, or account for partial lots. In
the Phase I pond, just use 68 x 8000 for the lot BUA, then add in the other buildings.
In the Phase II pond, use 91 x 8000 and eliminate the 4745 "existing".
4. The wet pond supplement has an area to report volumes for SA waters and non -SA
waters. Since Shingletree Swamp is non -SA waters, you should not have any
numbers in the five blanks under the heading "Storage Volume: SA Waters" on the
supplements. You only need to fill in the two blanks under the heading "Storage
Volume: Non -SA Waters" on the supplements.
5. The Pond C weir details on Figure 4 need to be revised as follows:
a. The orifice invert is currently shown as 44.7, however the permanent pool
elevation for the Phase 1 pond is proposed at 44.5, therefore the orifice
invert should also be set at 44.5.
b. The weir throat elevation is currently shown as 45.78, however, the
temporary pool elevation is proposed at 45.82. Please either raise the
throat elevation to 45.82, or lower the proposed temporary pool elevation
to 45.78. If you lower the temporary pool to 45:78, please update the
supplement form, recalculate the volume provided between 44.5 and
45.78, and recalculate the orifice size.
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

Mr. Haberman
May 7, 2014
Stormwater Application No. SW8 980820
6. The Pond Z weir details on Figure 4 indicate that the existing 12" orifices have
been covered by a steel plate. As we discussed at our meeting, the temporary
pool elevation in the Phase 2 pond is going to be governed by the top elevation
of that steel plate, which is currently set at elevation 46.3. If you want to keep the
temporary pool at 47.2, then you need to completely cover or plug the 12" orifices
such that the water level is allowed to stage up to 47.2 and then flow over the
broad -crested weir. If you want to keep the steel covers over the existing orifices
at 46.3, then please update the supplement and recalculate the temporary pool
volume provided between elevations 45.65 and 46.3, and recalculate the orifice
size.
7. Each of the orifice sizing calculations uses a CD of 0.65 and an average head of
3.7 (feet/inches??). The standard coefficient of discharge for a sharp -edged
orifice is 0.6. The use of a larger CD and an incorrect average head results in the
4" orifice being much too small to drain off the 1.5" volume in 2-5 days. Average
head in the Phase 1 pond is (45.82 — 44.5) / 3 = 0.44 feet and average head in
the Phase 2 pond is (47.2 — 45.65) / 3 = 0.52 feet. These are the current
numbers — if you change the temporary pool elevations as described in previous
comments, the average head will be different.
8. For the Phase 2 pond, there are several inconsistencies between the numbers
reported on the supplement, application and calculations that must be resolved:
a. Please clarify what is the permanent pool surface area provided — the
calculations indicate 2 different numbers: 1,026,410 and 1,017,508.
The number reported on the supplement is 1,019,096.
b. The required minimum permanent pool surface area in the calculations
is 55,772, but the number reported on the supplement is 71,260.
c. The temporary pool volume provided in the calculations is 1,752,489,
but the number reported on the supplement is 256,371. The temporary
pool volume is that volume located between the permanent pool
elevation and the specified temporary pool elevation.
d. Please round the average depth to the nearest half -foot (6") before
calculating the SA/DA ratio. For this pond the average depth to use is
6.5 feet, not 6.6 feet.
Please revise the application documents accordingly and provide 2 new
copies. Due to the increases in drainage area and built -upon area, these
numbers will change.
9. Due to the significant additional review time that will be needed, please submit a
reapplication fee of $500.
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 May 15,
2014, 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, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. Please note that a second significant request for additional information
may result in the return of the project. If that occurs, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
Page 2of3

Mr. Haberman
May 7, 2014
Stormwater Application No SW8 980820
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. Any original
documents that need to be revised have been returned to the engineer or agent. All
original documents must either be revised and 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] or email me at linda.lewis0-ncdenr gov.
Sincerely,
Linda Lewis
Environmental Engineer III
J '°GDS/arl: G:1WQ1StormwateAPermits & Pmjects11998T80820 HD12014 05 addinfo 980820
cc: Andy Rodak, P.E., Duncklee & Dunham
Wilmington Regional Office Stormwater File
Page 3 of 3

North Carolina Secretary of State
Page 1 of 1
yELK.l�
Norm 1i011111M
Mine rF M&ThWj DEPARTMENT op
w
o
seembW EcRETAR'Y' of i'TAT'E
Account Login Register
Date: 5/7/2014
Click here to:
View Document Filings { File an Annual Report i
®] Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC DGH THISTLE, LLC LEGAL
Limited Liability Company Information
SOSID:
1367253
Status:
Current -Active
Effective Date:
3/13/2014
Citizenship:
FOREIGN
State of Inc.:
FL
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
LUSKI, MOSES
Office Address:
128 SOUTH TRYON STREET #1800
1815 OLDE THISTLE CLUB ROAD
CHARLOTTE NC 28202
Mailing Address:
128 SOUTH TRYON STREET #1800
1815 OLDE THISTLE CLUB ROAD
CHARLOTTE NC 28202
Principal Office
Office Address:
1815 OLDE THISTLE CLUB ROAD
SUNSET BEACH NC 28468
Mailing Address: NO ADDRESS
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2962
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=10475298 5/7/2014

SOSID: 1367253
Date Filed: 3/13/2014 3:40:00 PM
Elaine F. Marshall
North Carolina Secretary of State
■We 8f Nora Cav ae
Avar tof&e,geatea"gfSAw C2014 072 00548
APMI CATION FOR CERTIFICATE OF AUTS4R1'ii'Y
. FOR LiYWMrZD LYABUIW COMPANY
Puassad to §M7-03 of the Gaaab Statutes of Nbz1h CsroHm% dre umdu dgood limited H&bftcompnyb=byq0w fw a
Cadfioate of Au&a* to tnmead business in the Slue of North CaroYm, and fbr drat purpose submits th• following:
DGH Thistle. LLC
1. The mmae cf dte limdted tiabiility compearyr is
andifthe dmitedliabilitycompanymme is mavailabh: for mein dte Sto ofNorth Carotins, the nay the limited
N/A
Wilily company wishes to use is
The stele or cotmay under whose htwa So ben tad '1tabSity Florida
vompomy was formed is
3. Principal office infommafAon: (Sdeae eMw a or &)
® The limited }lability cry has a principal office.
407-973-7875
the principal office telephone aaotber:
The street W&= and county ofdte principal office of die lizuked lialn"tity company is:
16301 Phil Ritson Way
Numm and aum _
VlAnter Garden
sbft FL 34787
zip co=y:
nonw1hgadbw, VdIraWfimo d w saaeta , of dte principal oftioe of die c orpmadat ie:
Nmmmar and Stream
1815 0kJe l hW9 Club Road
Sunset Beach awe• NC 28M BrurwMdc
Cky-►:
b. ❑ The limited liability eompeoy does trot have apdocipal office.
4. Themmeof dte regWaredagn tt ittdre SUM ofNorth(dins ix Moses Laski, Esq.
'lire street address and county oiice registered agent's office into State of North Carolina is:
Number and shaft Shumaker, Loop & Kandrick 128 South Tryon Street # 1800
Charlotte
« xcZqp; 28202 Mecklenburg- County.
CW- So
6. The Nadi C*dlina matting addrem, jYdVbmwjMw dig ~ ad*ej% ofthe registered agent'e office in dw State ofNo tit
Carolina ie:
Nttdw and Street
Qh►: State: NC Zip Code: County:
CORPORATIONS DIMON P.O. BOX 2%22 RM110A NC 27626- M
0UAWJMWY20J4) (FOMypy)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachi neN lynecessa►Y)
Naze and Title
William Haberman, President
rashwwsAddrecs
1815 Olde Thistle Club Road
Sunset Beach, NC 28468
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of foriiiation. The Certificate of Eits6ence must be
lessthansixingiftsohL A bahKowgf
theee of be
9. If the limited liability company is required to use a fictitious name in older to transact business in this State, a copy of the resolution
of its managers adopting the fictitious name is attached.
20. (Optional): Please [e-mail]
provide a business e-mail address:
The Secretary of State's Office will a -wail the business automatically at the address provided above at no cost when a document
is filed. The e-mail vrovided will not be viewable on the website. For more information on wiry this service is offered, please
see the instructions for this document.
I L This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 12 March 14
day of . 20
DGH Thistle, LLC
Name of U fitted Liability Compmry
Mgnature of Company O icu d
William Haberman, President
Notes:
i. Filing fee is $256. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised January 2014)
P.O. BOX 29622
Type or Print Nance and Title
RALEIGH, NC 27626-0622
(Form.L-09)

State of Florida
Department of State
I certify from the records of dais office that DGH THISTLE, LLC, is a limited
liability company organized under the laws of the State of Florida, filed on
August 30, 2013, effective August 30, 2013.
The document number of this company is L13000123215.
I further certify that said limited liability company has paid all fees due this
office through December 31, 2013, and its status is active.
Given under my hard and the
Great Seal of the State of Florida
at Tallahassee, the Capital: this
the T welveth day of March, 2014
�h
secretwy alsrate
Authentication ID: CUM4562019
To sntheuticste thin certificate,vUlt the following si W inter this
ID, and then follow the instructions displayed.
https.//e d&mnbiz.orgicertautkver.htmi

Ll, UNCKLEE
& DUNHAM
To: Linda Lewis, NC DEMLR
From: Andrew Rodak
Date: 4/30/14
ENVIRONMENTAL GEOLOGISTS & ENGINEERS
511 KEISLER DRIVE - SUITE 102
CARY, NORTH CAROLINA 27518
OFFICE: [phone]
W W W DLliqC�Sl-F;EMMM COM
LETTER OF TRANSAUTTAL
ECEIVED
MAY 01 21N4
BY:
The following document is attached:
❑ Draft Letter / Report ❑ Final Letter / Report
❑
Laboratory Report
❑
Certification Forms
❑
Contract or Change Order
®
Other: Phase I SW Management
Plan ,dated)
For the following action:
❑ For Your Review / Information ❑ For Your Signature & Return
❑ As You Requested ® Other: For Approval
Comments:
After I dropped off the Express Permit Modification application at your office yesterday, I realized that I
did not include a drawing of the Phase I area. Although the pond sizes and configurations did not change
from what was originally permitted, I suspect you want to see what has been developed to date and an
updated breakdown of BI.JA. Therefore; attached are two drawings of the Phase I SW Master Plan as
prepared by WIC Dickson, updated to reflect revisions to the BUA.
i.',ir.!`:i; ;1 D1 YioiSS - P! )4-I ()1 f'fi-'i [3OX 11;Q 1..:.!T' 1'. Na ii,-i i I
Xom!1130.\J{!)i)!'{,ytS\'\US!Rl±''1'opsLi!:.I?.\`a?C--j40.
OR; iT Cek01,;\.: liQ) ,Rf) 0 c: `. i 1\< \ ' 0 1„ Li l'-1-$i
1 . � . i Lvl..tii��:l n �'f,`::=T'
;tit; i..)i \I? lIJ'<.fl` ILhCz>ii!A'RAJ'.A9f AT'Vi_4,. .�.f IJ.1.A� ��t:Aj1?rR1)Q�l

DUNCKLEE
& DUNHAM
ENVIRONMENTAL GEOLOGISTS & ENGINEERS
511 KEISLER DRIVE - SUITE 102
CARY, NORTH CAROLINA 27518
OFFICE: [phone]
WMMMUNCKLEM QNHAM.COM
.5AI x vo 'rzo /1V
LETTER OF TRANSMITTAL
To: Cameron Weaver, NC DEMLR
From: Andrew Rodak
Date: 4/28/14
The following document is attached:
El Draft Letter / Report
LM Laboratory Report
R Contract or Change Order
For the following action:
❑ For Your Review / Information
F-1 As You Requested
Comments:
a(p, LL
?T1 ire
ECEIVE
APR 29 2014
Z
Final Letter / Report
El
Certification Forms
1-1
Other:
❑ For Your Signature & Return
Z Other: For A
— jWroyal
SW Permit Modification Application, Thistle Golf & Estates, Brunswick County.
Includes $1,300 of $4,000 application fee.. ]RECEIVED
Ali zo%
!1'1; kV!.,

DT T1�T� �� ENVIRONMENTAL GEOLOGISTS & ENGINEERS
lJ l� 511 KEMER DRIVE - SUITE 102
CARY, NORTH CAROL 27518
& DuNTA OFFICE: [phone] WWW'.DURICKLEEDUNHAM.COM
ECEIVE
Narrative of Stormwater Best Management Practices
APR 2 9 2014 The Thistle Golf Club and Estates -Phase II
BY:
SW 8 980820 Calabash, Brunswick County, North Carolina
The subject site is Phase H of The Thistle Golf Club (formerly Hansen Tract), located in southeastern
Brunswick County in the Town of Calabash. The tract is located in the southeast quadrant formed by the
intersection of NCSR 1163 and NCSR 1164, and comprises approximately 401.26 acres. The project is
located adjacent to/or within the headwater wetlands of Shingletree Swamp and Little Cawcaw Swamp.
The current use of the property is residential/recreational, with 14 developed single-family lots, a 27-hole
public golf course, a clubhouse and maintenance building. The site is currently undergoing development
of an area permitted as Phase I, with Phase H development planned in the future.
The project area is relatively flat; topographic relief ranges from approximately 52 feet above mean sea
level (MSL) to approximately 46 feet MSL. Soil at the site is predominantly of the Murville, Mandarin
and Leon Series (Soil Survey of Brunswick County). These soils are typically poorly drained, fine sands
in upland areas.
A pocket of wetlands was delineated in the northeast portion of the Phase I project area during the
stormwater permitting phase. Wetlands were not identified in the Phase H section of the development.
Phase I of the tract is composed of approximately 253 acres, of which construction of the roadways was
permitted under NCDENR low density stormwater permit SW8 970135 in March 1997. In November
1998, the permit was modified to include the roadways in Phase H of the tract. In September 1999, a
permit application was submitted by WK Dickson for a 32-acre, non -discharging pond system for
collection of post -construction stormwater runoff from both phases of development.
In May 2000, NCDENR issued a modified stormwater permit, SW8 980820, for a high -density
development of the tract, to include 1,208 multi -family units limited to 301/6 impervious area, with post -
construction stormwater runoff to be treated by the pond collection system. The permit was modified in
September 2000 from a multi -family residential layout to single family units. In March 2001, the permit
was again modified to combine the development of both Phase I and Phase II into a high density permit
covering a total drainage area of 362.41 acres (218.91 acres in Phase I and 143.5 acres in Phase Il), with
construction of 57 single-family lots in Phase I, with a Built Upon Area restriction of 6,000 square feet
per lot.
Post construction stormwater runoff is collected and treated by -two distinct, non -discharge,
interconnected pond systems comprised of a total of 13 ponds and providing a total 49 acres of storage
area.
13.11'i,?i <i i DDUSS -- POI' OFFICE: 3=.:�: <= `:' f ... .. . . .. . .... 2751 -

Narrative of Stormwater Best Management Practices
The Thistle Golf Club and Estates
Calabash, North Carolina
Page 2 of 3
Detention Basin S terns
The two detention basin systems provide treatment of stormwater runoff from the developed areas of
Phase I and H. The two pond systems are not connected to each other. Seven ponds are interconnected in
the Phase I system, and six ponds are interconnected in the Phase II system.
The Phase I pond system provides a total surface area of 1,393, 570 f' (32 acres) at the permanent pool
elevation of 44.5 feet mean sea level (finsl). The provided surface area exceeds the required surface area
of 38,144 ft' calculated using a Surface ArealDrainage area (SA/DA) ratio of 0.4 (Table 104, North
Carolina Division of Water Quality Stormwater BMP Manual), a design suspended solids removal
efficiency of 90%, a 12% impervious cover and six foot permanent pool average depth. The permanent
pool elevation of the interconnected ponds is controlled by a designated outlet structure in Pond "C"
comprised on an outlet weir installed with a discharge elevation of 45.82 finsl. As part of the modified
stormwater permit, a 4" circular orifice will be installed on this outlet structure to provide release of the
1.5" storm volume of 188,334 W. Additionally, Ponds "D" and "E" in the Phase I system have outlet
weirs set at elevations 47.12 and 47.72 finsl, respectively, to control upstream levels in the interconnected
ponds. The upstream weirs are set at elevations to provide 1.32 feet of storage depth in the temporary
pool of each pond. The total provided temporary pool surface area is 1,749,329 ft' (40.15 acres) with a
provided storage capacity of 2,074,313 W. This is more than enough capacity to capture the stormwater
runoff volume from the Phase I drainage area based on a rainfall depth of 8.37 inches (25-yr, 24-hr storm
event). The bottom elevations of the ponds in the Phase I system range from 38.4 ft asl to 40.4 ft asl, and
are designed with a sediment storage depth of 1.5 ft. There are no vegetated shelves in the Phase I pond
system, and all pond slopes are a maximum 3:1. Calculations and the Wet Detention Supplement form
are provided in the stormwater permit modification application.
The Phase II pond system provides a total surface area of 1,026,410 fF (23.56 acres) at the permanent
pool elevation of 45.65 feet mean sea level (finsl). The provided surface area exceeds the required
surface area of 52,772 ft' calculated using a Surface Area/Drainage area (SA/DA) ratio of 1.14 (Table 10-
4, North Carolina Division of Water Quality Stormwater BMP Manual), a design suspended solids
removal efficiency of 90%, a 20% impervious cover and 6.6 permanent pool average depth. The
permanent pool elevation of the interconnected ponds in Phase II is controlled by a designated outlet
structure in Pond "Z" comprised on a 12-ft wide broad -crested weir to control the water levels in the
interconnected ponds. The top of the outlet weir is set at an elevation of 47.2 feet above mean sea level
(asl) to provide an emergency spillway. The outlet structure is equipped with five, 12-inch diameter
orifices set with an invert elevation of 45.65 ft asl. The center orifice will be capped/plugged, and a 4"
orifice and pipe will be installed through the cap for release of the 1.5-inch storm volume of 140,654 W.
The other four orifices will each be covered with an 8" steel rectangular weir plate that will be bolted and
sealed to the concrete wall of the outlet structure. These weirs will provide overflow capability at an
elevation of 46.30 ft asl. Additionally, Ponds " U' and "V" in the Phase II system have outlet weirs set at
top elevations 47.2, and 46.9 ft asl, respectively, to control upstream levels in the interconnected ponds,
and Pond "T" is connected to Pond "Z" through a 36" underwater pipe with a top elevation of 44.40 ft asl
. The upstream weirs are set at elevations to provide 2.09 feet of storage depth in the temporary pool of
each pond. The total provided temporary pool surface area is 1,154,329 ft' (26.5 acres) with a provided
storage capacity of 7,912,558 -t' at an average depth of 6.6 feet. This is more than enough capacity to
capture the stormwater runoff volume from the Phase II drainage area based on a rainfall depth of 8.37
inches (25-yr, 24-hr storm event). The bottom elevations of the ponds in the Phase II system range
from 39.5 ft asl to 40.2 ft asl, and are designed with a sediment storage depth of 1.5 ft. There are no

Narrative of Stormwater Best Management Practices
The Thistle Golf Club and Estates
Calabash, North Carolina
Page 3 of 3
vegetated shelves in the Phase II pond system, and all pond slopes are a maximum 3:1. Calculations and
the Wet Detention Supplement form are provided in the stormwater permit modification application.
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DUNCKLEE & DUNHAM
ENVIRONMENTAL GEOLOGISTS& ENGINEERS
511 Keisler Drive Snite 102 [phone]
Cary, North Carolina 27518 w .dtmckleedunhant.com
NC Eng. License No. C-3559 NC Goo. License No. C-261
.e Golf Club and Estates
bash North Carolina
ect Numbel ate:
201405 1 February 2014
" = 200018.5" x I I
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