SW8200509_Historical File_20200609

Burd, Tina J
From: Burd, Tina J
Sent: Tuesday, June 9, 2020 1:52 PM
To: [e-mail]: kentO-Dconine.com; [e-mail]
Subject: SW8 200509 - The Greenside Manors at Brick Landing Plantation
Attachments: SW8 200509 - The Greenside Manors at Brick Landing Plantation.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on June 9, 2020 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
❑O NOT RESPOND TO THIS EMAIL,
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Dw.m E Q
�+ r
E.nlail correspl c I?deoce to and %iom this address is subject to the
North C,:--irohba Publre Records Law and may be disclosed to third; parties.

Hall, Christine
From: Chris Russell <[e-mail]>
Sent: Monday, March 30, 2020 4:16 PM
To: Hall, Christine; Weaver, Cameron
Cc: 'Alan Lewis'; 'Sabrina Babson (ECES)'; 'Annette Bennett'; 'Jackson Starling (ECES)'; 'Barn;
Guise'; 'Kent Colton'; 'Kent Conine'
Subject: RE: [External] 20-0313-EML SENT_REQUEST_FOR_EXPRESS_REVIEW_CTC_BL-w-attch
Christine,
Thank you for your email.
The normal pool elevation of the lace as wel, as the 50' setback lire will be included on the submitted plans.
Has a submittal date been established?
Thank you and stay safe and well.
-kris Russell , PE
(o)910-754-8029
(f) 910-754-8049
(m) 910-232-0692
From: Hall, Christine[mailto:[e-mail]]
Sent: Monday, March 30, 2020 3:00 PM
To: Chris Russell <[e-mail]>; Weaver, Cameron <[e-mail]>
Cc:'Alan Lewis' <a lewis@eces. biz>; 'Sabrina Babson (ECES)' <[e-mail]>;'Annette Bennett'
<[e-mail]>; 'Jackson Starling (ECES)' <[e-mail]>; 'Barry Guise' <[e-mail]>; Kent Colton
<[e-mail]>; Kent Conine <[e-mail]>
Subject: RE: [External] 20-0313-EML_SENT_REQUEST_FOR_EXPRESS_REVIEW_CTC_BL-w-attch
All,
i have had a chance to look at the express request for this project. in IoGrk ng gat the surface water classifications map
available on the DWR website, it appears that the lake adjacent to this project Is part of Goose Creek and considered
surface waters. The provided site pian does not include the 50' vegetated setback on the plans. Please confirm *hat the
normal pool elevation of the lake and the corresponding 50' setback ,,ill be included in the submittal package.
Thanks,
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hatl�en ;denr.gc

127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspord� ;,ce to and from this address is subject to t^e
North Carolina O n' c :Records Law and may be disclosed '_D t.'7;;r; p:31ties.
From: Chris Russell [mailto:[e-mail]]
Sent: Friday, March 13, 2020 11:38 AM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <Christine. [e-mail]_>;'Alan Lewis' <[e-mail]>;'Sabrina Babson (ECES)'
<[e-mail]>;'Annette Bennett' <[e-mail]>;'Jackson Starling (ECES)' <[e-mail]>;'Barry
Guise' <bguise eces.biz>; Kent Colton <[e-mail]>; Kent Conine <[e-mail]>
Subject: [External] 20-0313-EML_SENT_REQUEST_FOR_EXPRESS_REVIEW_CTC_BL-w-attch
Cameron,
Please find attached the request for Express Stormwater Review package for The Greenside Manors at Brick Landing
Plantation.
As is indicated in the narrative, the project consists of two separate tracts and two separate owners with a common
stormwater pond.
I have included only one request for review form, site plan and narrative.
Please let me know if you have any questions.
We look forward to receiving our review date.
Thank you,
Chris I o C
C&V5 JlJS1\�1 C
&LS-P J- c l"r!4C.0 .
,1. Christian (Chris) Russell, PE
Prclect Engineer
Post Office Box 2469
Shallotte, North Carolina 28459
(o) 910-754-8029
(f) 910-754-8049
(m) 910-232-0692

East Coast Engi1ne,42 i,ng & Surveying, P.C.
ENGINEERS•PtAtAERS•SURVEYORS
May 28, 2020
Mr. Garrett Zorda
NCDENR — Division of Energy, Mineral and Land Resources 127 Cardinal Drive Extension E C E Iv E
Wilmington, North Carolina 28405
i 7 9 2020
Subject: CTC Brunswick Holding, LLC (SW8 200509)
Brunswick County, North Carolina
Stormwater Comment Resnonse
Dear Mr. Zorda:
We received your request for additional information on 5/27/20 for the subject project via email and offer
the following remedies:
1. 15A NCAC 02H.1050(3): As discussed during the Express submittal meeting, please provide additional
documentation to support that the SCM will remain stahili�ed with the vertical wall above the 6.1 shelf.
a. A detail for the retaining wall has been added to Plan Sheet C5.2 and the revised plan
sheet has been included with this submittal.
2. 15A NCAC 02H.1050(7). As discussed during the Express submittal meeting every SCM impacted by
sedimentation and erosion control during the construction phase shall be cleaned out and converted to its approved design
state. Please provide a note on the plans for this issue.
a. A note has been placed on Plan Sheets C3.2, C3.3 and C5.2. The revised plans are
included with this submittal.
3. 15A NCAC 02H.1050(7): As discussed during the Express submittal meeting, please label/clarify the proposed
easements containing the properly line males on the plans.
a. A note has been placed on Plan Sheets C3.2 and C3.3 indicating that a stormwater
access easement shall exist along all side property lines.
4. 15A NCAC 02H.1053(2): The submitted Wet Pond supplement indicates that the average depth of the main pool
is 5.00 feet, calculated using Equation 3 on page 8 in Chapter C-3 of the Stormwater Design Manual was used.
Using the reported main permanent pool volume 43,442 cubic feet, permanent pool perimeter of 403.6 feet, submerged
vegetated shelf width of 6 feet, and bottom of shelf and permanent pool elevations and areas; however, an average depth
of 6.36 feet is calculated using Equation 3. Please confirm the equation used to calculate average depth and ensure it is
represented consistently throughout the entire application package.
a. The average depth calculation has been updated and the revised calculations page
and the updated Wet Detention Basin Supplement form have been included with this
submittal.
The following represents the various components of the enclosed submittal documents:
One original of the updated Wet Detention Basin Supplement for the pond;
Two copies of revised Plan Sheets C3.2 — Stormfwater Structure Plan; C3.3 — Stormwater Pipe Plan; &
C5.2 Stormwater Details.
a One copy of the updated average depth calculation page.
4918 MAIN STREET • POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] *Fax: [phone]
F!RM LICENSE NUMBER: C-3014

Mr. Garrett Zorda
The Greenside Manors at Brick Landing Plantation
May 28, 2020 — Page 2
Should you have any questions or comments, please do not hesitate contacting our office at your convenience.
Sincerely,
J. Christian Russell, P.E.
Enclosures
PC: Mr. Kent Colton (The Greenside Manors)
Mr. Kent Conine (CTC Brunswick Holding, LLC)
Mr. Mark Tipton (CTC Brunswick Holding, LLC)
File: 2300.09 (CTC Brunswick Holding)
4928 MAIN STREET *POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] *Fax: [phone]
FIRM LICENSE NUMBER: C-3024

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRIAN WRENN
Acting Director
May 27, 2020
NORTH CAROLINA
Environmental Quality
Via email only: kcodtonddc(a)�gmaid.com
Kent W Colton & Kathryn P. Colton, co -applicant
936 Springhill Rd.
McLean, VA 22101
AND
Via email only: kent(xonine.com
CTC Brunswick Holding, LLC, co -applicant
CTC Brunswick Holding Member, Inc., Manager
Attn: Kent Conine, Manager
2013 Rolling Rock Rd.
Wake Forest, NC 27587
Subject: Request for Additional Information
Stormwater Project No. SW8 200509
The Greenside Manors at Brick Landing Plantation
Brunswick County
Dear Mr. Colton and Mr. Conine:
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for the subject project on May 21, 2020. A preliminary in-depth review of that information
has determined that the application is not complete and that additional information is needed. To
continue the review, please provide the following additional information in a single, hard copy
submittal package:
15A NCAC 02H.1050(3): As discussed during the Express submittal meeting, please provide
additional documentation to support that the SCM will remain. stabilized with the vertical wall
above the 6:1 shelf.
V 15A NCAC 02H.1050(7): As discussed during the Express submittal meeting, every SCM
impacted by sedimentation and erosion control during the construction phase shall be cleaned out
d converted to its approved design state. Please provide a note on the plans for this issue.
31n5A NCAC 02H.1050(7): As discussed during the Express submittal meeting, please label/clarify
the proposed easements containing the property line swales on the plans.
15A NCAC 02H.1053(2): The submitted Wet Pond supplement indicates that the average depth
of the main pool is 5.00 feet, calculated using Equation 3 on page 8 in Chapter C-3 of the
Stormwater Design Manual was used. Using the reported main permanent pool volume 43,442
cubic feet, permanent pool perimeter of 403.6 feet, submerged vegetated shelf width of 6 feet,
and bottom of shelf and permanent pool elevations and areas; however, an average depth of 6.36
feet is calculated using Equation 3. Please confirm the equation used to calculate average depth
and ensure it is represented consistently throughout the entire application package.
v Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by June 3, 2020, or the
application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with a justification and a date of when the requested information will be submitted, which shall be
®� �;� North Carolina Department of Environmental Quality I Division of Energy, Mineral and d Resources
a Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carotin 28405
910.796.7215

State Stormwater Permit No. SWS 200509
Page 2 of 2
no later than 5 business days past the original due date. Please remember that extension requests delay the
issuance of the final permit. Also, please note that only two letters requesting additional information is
allowed in the State Stormwater Program. If the information is not satisfactorily provided after the
second request, the project will be returned. If the project is returned and you wish to re -submit to the
Express Program, you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the application
fee.
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 State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
O
Garrett Zorda
Environmental Engineer
DES/gdz: \\\Stormwater\Permits & Projects\2020\200509 HD\2020 05 addinfo 200509
cc: J. Christian Russell,PE, East Coast Engineering & Surveying; via email: crussell@eces. biz
Wilmington Regional Office Stormwater File

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Wednesday, May 27, 2020 4:24 PM
To: Kent Colton; Kent Conine; Chris Russell
Subject: The Greenside Manors at Brick Landing Plantation (SW8 200509) - Request for
Additional Information
Attachments: 2020 05 addinfo 200509.pdf
All,
Attached is a pdf copy of the request for additional information for the subject project. There are just a few
items that need to be addressed. Please let me know if you have any questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
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East Coast Engineering & Surveying, P.C.
ENGINEERS•PLAN NERS•SURVEYORS
The Greenside Manors at Brick Landing Plantation
Stormwater Calculations
May 2020
H CA
SEAL
35054
5-12-2020 : v
C� • •FNGINE�� •• �v `
�119.6RN V05
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: 910-754-R029 • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

THE GREENSIDE MANORS IMPERVIOUS AREA CALCULATIONS

STORMWATER POND
THE GREENSIDE MANORS East Coast Engineering
VOLUME CALCULATIONS and Surveying - JCR
PEAK FLOW CALCULATION (PRE)
= C *I *A
C (unitless) = 0,35
_T = 3.93 (irt/hr)
A = 9-8 ac
SIMPLE METHODI.5" rainfall
V = 3630 *RD *RV *A
ZV=0.05+(0.9*IA)
A = IMPERVIOUS AREA,/DRAINAGE AREA
DRAINAGE AREA =
IMPERVIOUS AREA =
IA = 45.C}3
DESIGN RAINFALL
RV =
A =Fi {).5 [;ic' DRAINAGE AREA
I PEAK FLOW CALCULATION (POST)
=C*I*A
C (unitless) _ (M(l)
T — 3.83 (in/hr)
1
A = 9.8 (ac)

East Coast Enginperirg & Surveying, P.C.
ENGINEERS•PLANIkIERS•SURVEYORS
The Greenside Manors at Brick Landing Plantation
Stormwater Calculations
May 2020
CAR
35054 =
'• 4-28-20N
. NGINE� • •• �v�
MAY P 9 201
4918 MAIN STREET . POST OFFICE BOX 2469 . SHALLOTTE, NORTH CAROLINA 28459 .TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

THE GREENSIDE MANORS
Wet Detention Basin Calculations
Pond 1
East Coast Engineering Surveying, PC
JCR
Drainage Area (DA) =
1 428,201 s
or 9.83 ac
Impervious Area (IA =
1 195,398 (so
1 4.49 ac
Percent Impervious I IA/DA 0.456 or 45.6%
SAIDA; 90% TSS 0.0164 or 1.64%
AVERAGE POND DEPTH = 6 (ft)
Min. req'd SA @ PP (SA/DA)x(DA) 7,013 (sf)
DOES PROJECT DRAIN TO SA WATERS NO
MIN. REQ STORAGE VOLUMEFROM BMP MANUAL P 3-5 24,659 c
Surface Area provided @ PP Elev = 14.00 ft8,937 s
Enough Surface Areaprovided? YES
Surface area at top of Vag Shelf 8,937 s
Storage volume above PP 0 c
Volume needed above Vag Shelf 24,659 (cf)
Surface area provided @ TP Elev = 16.20 (ft)
1 11,380 s
Storage depth above Veg Shelf
2.20 ft
Storage volume provided above Veg Shelf 25,036 c
Total Storage Volume Provided 25,036 (cf) OK
Total storage depth above PP 2.20 ft
Outlet Sizing
AVERAGE DEPTH CALCULATION
VOLUMEpermanent—pool
VOLUMEofshejf
PERIMETERa-pefR1-pcd
DEPTHofperm_pod
WIDTHS pefT,,_pcd
AREAbouom shelf
AVERAGE DEPTH
POND
43,443 (cf)
1,211 (cf)
403.6 (ft)
1 (ft)
6.0 (ft)
6,638 (sf)
6.4 (ft)
Q - 2 day drawdown time
Min. re 'd storage volume x
1 in. / 2 days)
0.143 cfs
Q - 5olay drawdown time
Min. re 'd s_ tors a volume x
1 in. / 5 days)
0.057 cfs
Height
h 1/3 Min. Storage Depth)
0.73 ft
Co
Constant
0.6
Required Area for Q-2
A = Q/(C x (2gh)ft)
4.98 in"2
Required Area for Q-5
A = Q/(C x (2gh) )
1.99 (in"2)
Orifice Choosen
2-1/2 " SCH 40 PVC L
2.445 (in)
CHECK
Area Provided by Orifice Choosen
A = icrZ
4.70 in"2
Area Provided by Orifice Choosen
0.033 ft"2
The Average head
h = 1/3(Temporary Pool depth - 1/2 orifice diameter
6.355 in
The Average head
0.530 (ft)
Q provided
Q = Ca(2gh)
0.114 (cfs)
13.00 (days)
OK

STAGE STORAGE TABLES
THE GREENSIDE MANORS
FOREBAY STAGE STORAGE TABLE
STAGE
ELEVATION
AREA
INMEMENTAL VOLUME
TOTAL VOLUME
0 (bottom)
9.00 (fmsl)
726.25 (SF)
0.00 (CF)
0.00 (CF)
1
10.00 (fmsl)
956.63 (SF)
841.44 (CF)
841.44 (CF)
2
11.00 (fmsl)
1,216.71 (SF)
1,086.67 (CF)
1,928.11 (CF)
3
12.00 (fmsl)
1,506.51 (SF)
1,361.61 (CF)
3,289.72 (CF)
4
13.00 (fmsl)
1,826.07 (SF)
1,666.29 (CF)
4,956.01 (CF)
5
14.00 (fmsl)
2,175.40 (SF)
2,000.74 (CF)
6,956.75 (CF)

STAGE STORAGE TABLES
THE GREENSIDE TIANORS
MAIN POOL STAGE STORAGE TABLE
STAGE
ELEVATION
AREA
INCREMENTAL
VOLUME
TOTAL VOLUME
0 (bottom)
2.00 (fmsl)
483.85 (SF)
0.00 (CF)
0.00 (CF)
1
3.00 (fmsl)
871.80 (SF)
677.83 (CF)
677.83 (CF)
2
4.00 (fmsl)
1,305.89 (SF)
1,088.85 (CF)
1,766.67 (CF)
3
5.00 (fmsl)
1,772.01 (SF)
1,538.95 (CF)
3,305.62 (CF)
4
6.00 (fmsl)
2,270.21 (SF)
2,021.11 (CF)
5,326.73 (CF)
5
7.00 (fmsl)
2,800.53 (SF)
2,535.37 (CF)
7,862.10 (CF)
6
8.00 (fmsl)
3,363.01 (SF)
3,081.77 (CF)
10,943.87 (CF)
7
9.00 (fmsl)
3,957.70 (SF)
3,660.36 (CF)
14,604.23 (CF)
8
10.00 (fmsl)
4,584.64 (SF)
4,271.17 (CF)
18,875.40 (CF)
9
11.00 (fmsl)
5,242.02 (SF)
4,913.33 (CF)
23,788.73 (CF)
10
12.00 (fmsl)
5,926.61 (SF)
5,584.32 (CF)
29,373.04 (CF)
11
13.00 (fmsl)
6,638.39 (SF)
6,282.50 (CF)
35,655.54 (CF)
12
14.00 (fmsl)
8,937.08 (SF)
7,787.74 (CF)
43,443.28 (CF)

STAGE STORAGE TABLES
THE GREENSIDE MANORS
VEG. SHELF STAGE STORAGE
STAGE
ELEVATION
AREA
INCREMENTAL
TOTAL VOLUME
VOLUME
0 (bottom)
13.00 (fmsl)
6,638.39 (SF)
0.00 (CF)
0.00 (CF)
1
14.00 (fmsl)
8,937.08 (SF)
7,787.74 (CF)
7,787.74 (CF)
TEMP. POOL STAGE STORAGE (VERTICAL SECTION)
STAGE
ELEVATION
AREA
INCREMENTAL
VOLUME
TOTAL VOLUME
0 (bottom)
14.00 (fmsl)
11,380.48 (SF)
0.00 (CF)
0.00 (CF)
1
15.00 (fmsl)
11,380.48 (SF)
11,380.48 (CF)
11,380.48 (CF)
2
16.00 (fmsl)
11,380.48 (SF)
11,380.48 (CF)
22,760.96 (CF)
3
16.20 (fmsl)
11,380.48 (SF)
2,276.10 (CF)
25,037.06 (CF)
MAIN POOL FOREBAY FOREBAY
VOLUME VOLUME PERCENTAGE
OF MAIN POOL
43,443.28 (CF) 6,956.75 (CF) 16.01 %

0
East Coast Engineering & Surveying, P.C.
ENGINEERS•Pt.AN NERS•SURVEYORS
STORMWATER/EROSION CONTROL
PROJECT NARRATIVE
The Greenside Manors at Brick Landing Plantation
Brunswick County, North Carolina
The proposed project is a single family residential development located at the adjacent to
1853 Goose Creek Road SW in Ocean Isle Beach, Brunswick County, North Carolina. The land
is currently undeveloped and a physical address has not yet been assigned to the property.
The project consists of two adjacent tracts of land and the tracts are not owned by the same
entity. The combined area of the two tracts is 9.83 acres. The project is comprised of 39
proposed single family lots and one roadway that will serve all lots. The stormwater runoff
will be directed to and treated by an onsite stormwater pond. The project is currently zoned
R-7500.
Existing Site Conditions/Stormwater Management
The existing site is currently vacant and wooded. The soils are comprised of Leon fine in the
rear of the development and Wando fine sand in the front portion of the development. The
ratio is approximately 50/50. The Leon fine sand soil group generally slopes between zero and
two percent and is generally poorly drained. The Wando fine sand soil group is a very well
drained sand with very little runoff and generally slopes from zero to as much as 6 percent.
The proposed impervious area total being treated by the onsite stormwater pond 195,398 SF.
The impervious areas are composed of single family homes (156,000 SF) and a single roadway
(39,398 SF). The percentage of impervious is 45.6%. All runoff from the proposed impervious
areas will, be directed by lot line swales and curb and gutter to curb inlets and then to the
onsite stormwater pond via underground stormwater pipe. The lots will be graded to ensure
positive drainage to the roadway to minimize runoff from the lots.
Erosion Control
Temporary silt fencing, diversion swales, block and gravel inlet protection, rip rap energy
dissipaters will be used to prevent any significant amounts of sediment from leaving the site.
The proposed stormwater pond will serve as a temporary sediment basin and will be converted
back to a stormwater pond once the project is completed. The site will also employ a
temporary graveled construction entrance to prevent sediment from being transported off of
the site by construction traffic. These measures shall be inspected regularly, and the
accumulated sediment removed to prevent the conveyance of sediment to any area "IS
The primary permanent erosion control measures that will remain after t ci��►'ji.
measures are removed will be permanent grassing. '
BY:
4918 MAIN STREET •POST OFFICE BOX 2469 •SHALLOiTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

LIMITED LIABILITY COMPANY ANNUAL REPORT
f .
1012017~
NAME OF LIMITED LIABILITY COMPANY: CTC Brunswick Holding, LLC
SECRETARY OF STATE ID NUMBER: 1062941 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Conine, Kent
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Only
E - Filed Annual Report
1062941
CA201910108347
4/11/2019 02:40
JoChanges
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2013 Rolling Rock Rd 2013 Rolling Rock Rd
Wake Forest, NC 27587-6271 Wake County Wake Forest, NC 27587-6271
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
5. PRINCIPAL OFFICE MAILING ADDRESS
16812 Dallas Parkway, Suite 150 16812 Dallas Parkway
Dallas, TX 75248 Dallas, TX 75248
6. Select one of the following if applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: CTC BRUNSWICK HOLDING MEMBER, INC. NAME:
TITLE: Manager TITLE:
NAME:
TITLE:
ADDRESS: 16812 Dallas Parkway ADDRESS: ADDRESS:
Suite 150
Dallas, TX 75248
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
CTC BRUNSWICK HOLDING MEMBER, INC., by Kent Conine Manager 4/1 1 /2019
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
CTC BRUNSWICK HOLDING MEMBER, INC., by Kent Conine Manager Manager _
Print or Type Name of Company Official Print or Type Title of C ci r z
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0526 MAY 21 2020
DV. ��Iljj��''11

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of original.
❑ Document eorts'ns seals vafic" : y original
instrument that cannot to mpro,".uced or p0ed.
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $ —4
Parcel Identifier No: 244CCO18 Verified by County on the _ day of 20_
Mail/Box to: Smith Moore Leatherwood LLP 300 N. 3 St. Ste. 301Wilmington, NC 28401
This instrument was prepared by: David G. Martin, SMITH MOORE LEATHERWOOD LLP, 300 N. Third Street, Suite 301,
Wilmington, NC 28401
Brief description for the Index: 7.21 acres, more or less, Brick Landing Plantation 33/535
THIS DEED made this o_ day of September, 2008, by and between
CTC Brick Landing, LLC,
a North Carolina limited liability company
GRANTEE
CTC Brunswick Holding, LLC
a North Carolina limited liability company
MAILING ADDRESS:
8450 Falls of Nease Road, Suite 202
Raleigh, NC 27615
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain tract or parcel of land situated in
Shallotte Township, Brunswick County, North Carolina and more particularly described on Exhibit A attached hereto and incorporated
by reference herein.
WILMINGTON 19962.1

%11111111111111111111111 IIII IIIIII &s42 p0457 i° so252008
9-38 008nsuack County, NC Register of Deeds' page 3 of 4
EXHIBIT A
Legal Description
Being a tract or parcel of land lying and situate in Shallotte Township, Brunswick
County, North Carolina, and bei„o more particularly described as follows:
Beginning at an iron pipe set in the northerly right of way line of Goose Creek
Road, a 60-foot public right of way also know as SR 1155; said point of beginning lying
and being S 64° 32' 35" W 551.34 feet from the point marking the intersection of the
westerly right of way line of Landing Boulevard (a variable -width public right of way
also known as SR 1143) and the northerly right of way line of Goose Creek Road; said
point of beginning also marking the division between the property henceforth to be
described and with lands now or formerly the property of CTC Brick Landing, LLC, as
recorded in Deed Book 2294, Page 454 in the Brunswick County Registry; thence from
the point of beginning and with the northerly right of way of Goose Creek Road the
following five courses and distances:
(1) S 69° 05' 12" W 2.30 feet to an existing iron rod found; thence
(2) S 70° 50' 5 1 " W 42.79 feet to an iron pipe set; thence
(3) S 72° 53' 26" W 97.97 feet to an existing iron rod found; thence
(4) S 74° 57' 59" W 90.15 feet to an iron pipe set; thence
(5) S 79° 25' 11" W 154.67 feet to an iron pipe set, a common comer with Long
Acres Subdivision as recorded in Map Cabinet 11, Page 23 in the Brunswick County
Registry; said iron pipe also lying and being N 11* 32' 43" W 30.09 feet from an existing
Parker Kalon masonry nail in the centerline of Goose Creek Road; thence leaving the
right of way of Goose Creek Road and with the line of Long Acres Subdivision
(6) N 11° 3 P 35" W 935.01 feet (crossing existing iron rods found at 472.81 feet and
at 522.80 feet) to an iron pipe set, a common comer with lands now or formerly the
property of SLF III — NC Bricklanding, LLC, as recorded in Deed Book 2710, Page 532
in the Brunswick County Registry; thence leaving the line of Long Acres Subdivision and
with the line of SLF III — NC Bricklanding, LLC
(7) N 79° 13' 32" E 349.26 feet to an iron pipe set, a common corner with lands now
or formerly the property of CTC Brick Landing, LLC, as recorded in Deed Book 2294,
page 454 in the Brunswick County Registry; thence with the line of CTC Brick Landing,
LLC the following courses and distances:
(8) S 06° 46' 46" E 72.45 feet to an iron pipe set; thence
(9) S 06° 13' 32" E 257.64 feet to an iron pipe set; thence

nIIIIIIII o1f111111111N111III Jill III Rober� ft l'1iaon.36 mms
Brunswick County, NC Register of Deeds page 4 of 4
(10) S 15° 35' 07" E 143.13 feet to an iron pipe set; thence
(l 1) S 11- 51' 27" E 277.94 feet to an iron pipe set; thence
(12) S 330 31' 01" E 150.76 feet to an iron pipe set; thence
(13) S 09° 30' 26" E 22.65 feet to the beginning, containing 7.21 acres more or less;
and being all that land conveyed as Tract 2 by deed dated December 2, 2005 and
recorded December 8, 2005 in Deed Book 2294, Page 466 in the Brunswick County
Registry.
Being or intended to be all of the same property as depicted in Map Cabinet 33 at
Page 535, Brunswick County Registry.

1111111 IN11111111 II IIII11111111111
BOOK:4285 PAGE:1312 15 0 13 000
Page 1 of 4
Brenda M. Clentntons. Brunswick County. NC Register of Deeds
Excise Tax: $200.00
Tax Lot No. 244CCO17
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
12/06/2019 15:37:13.000 NC REVENUE STAMP: $200.00
This instrument prepared by C. Todd Burbank, a licensed North Carolina attorney. Delinquent taxes, if any, to be
paid by the closing attorney to the county tax collector upon disbursement of closing proceeds.
Submitted electronically by Brian C. Spence, Attorney at Law in compliance with North Carolina statutes governing
recordable documents and the terns of the submitter agreement with the Brunswick County Register of Deeds
Mail after recording to: Grantee
This instrument was prepared by: Kilpatrick Stockton & Townsend LLP (CTB� without title
examination
Brief description for Index: Tract 5, Map Cabinet 33, Page 535
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED is made to be effective as of the 3"d day of December, 2019, by and between
GRANTOR GRANTEE
SLF III — NC Brick Landing, LLC, Kent W. Colton and Kathryn P.
a Texas limited liability company Colton, husband and wife
5949 Sherry Lane
Suite 800
Dallas, Texas 75225
US2008 16255468 1
936 Spring Hill Rd.
McLean, VA 22102

BOOK:4285 PAGE:1313 11210612019
5:37 13.000
Page 2 of 4
Brenda M. Clemmons. Brunswick County. NC Register of Deeds
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey
unto the Grantee in fee simple, all of that certain lot or parcel of land situated in Brunswick
County, North Carolina and more particularly described as follows (the "Property"):
SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS
REFERENCE.
No part of the Property hereinabove described includes Grantor's primary residence.
TO HAVE AND TO HOLD the aforesaid Property and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that with respect to the Property, Grantor has done
nothing to impair such title as Grantor received, and Grantor will warrant and defend the title
against the lawful claims of all persons claiming by, under or through Grantor, except for the
exceptions hereinafter stated.
Title to the Property hereinabove described is subject to the following exceptions: (A) real
property taxes and assessments for 2019 and subsequent years, (B) all easements. covenants,
conditions, restrictions and other agreements of record, (C) all matters which would be disclosed
by a recent and accurate survey of the Property, (D) public streets and legal highways and (E)
municipal, zoning and subdivision laws and ordinances.
[REMAINDER OF PAGE BLANK. SIGNATURE PAGE FOLLOWS.]
L
MAY 2 1 go2o
2
US2008 16255468 1

CTC BRUNSWICK HOLDING, LLC
16812 DALLAS PARKWAY, SUITE 150
DALLAS, TX 75248
March 25, 2020
North Carolina Department of Environment and Natural Resources
217 West Jones Street
Raleigh, North Carolina 27603
Dear Rhonda Hall,
This letter is to indicate that CTC Brunswick Holding, LLC represents Kent Colton and Kathryn
Colton as it pertains to the Greenside Manors at the Brick Landing Plantation. Also, we are a
Registered Agent with the State of North Carolina.
Best ds,
k
Kent Conine, Manager
CTC Brunswick Holding, LLC
MAY I i ZKQ i
BY:

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East Coast Engin0er ng & Surveying, P.C.
ENGINEERS•PLARI NERS•SURVEYORS
F-CEwE
MAY 1 ° 4 2020
May 21, 2020
Mr. Cameron Weaver
NCDENR — Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: The Greenside Manors at Brick Landing Plantation
Brunswick County, North Carolina
High Density Stormwater Permit — Express Fee Submittal
Dear Mr. Weaver:
Enclosed is the Express Permit Fee required for The Greenside Manors at Brick Landing Plantation in
Brunswick County, North Carolina. This submittal is for a High Density Residential Stormwater Permit
with impervious areas draining to an on -site stormwater pond. It is my understanding that an express
permit fee of $4,000 is required for the express stormwater review. Two checks in the amount of $2000
is enclosed for this purpose.
A separate submittal was made for erosion control and is currently under review.
If you have any question or require any additional information, please contact me at our office.
Sincerely,
J. Christian Russell, P.E.
Enclosure: 2 checks for $2,000.00
copy: Mr. Kent Colton (The Greenside Manors)
Mr. Kent Conine (CTC Brunswick Holding, LLC)
Mr. Mark Tipton (CTC Brunswick Holding, LLC)
File: 2300.09 (CTC Brunswick Holding)
1 y E i
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4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

For DEQ Use ONLY
Reviewer:
North Carolina Department of Environmental Quality Submit
Request for Express Permit Review (�
Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF tile) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-2964698;alison.davidsont@-ncdenr.00
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204; david leeCalli►cdenr -gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardisonftcdenr oov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weavertit)�ncdenngov
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: THE GREENSIDE MANORS AT BRICK LANDING PLANTATION County: BRUNSWICK
Applicant: KENT CONINEIKENT COLTON Company: CTC BRUNSWICK HOLDING, LLC/OWNER
Address: 2013 ROLLING ROCK RD City: WAKE FOREST, State: NC Zip: 27587-6271
Phone: [phone], Fax: __ _, Email: [e-mail] a ��
Physical Location:ADJACENT TO 1853 GOOSE CREEK ROAD, OCEAN ISLE BEACH NC
Project Drains into NON -SA waters — Water classification C:SW (DWR Surface Water Classifications Map}
Provided Existing Permits
related to this Project
SW
SW _
SW _
NPDES
NPDES
WQ —
WQ _
E&S _
E&S _
Other
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N, within ''Y2 mile and draining to class SA waters Nor within 1 mile and
draining to class HQW waters? N
Engineer/Consultant: J. CHRISTIAN RUSSELL, P.E. Company: EAST COAST ENGINEERING & SURVEYING. �+
Address: PO BOX 2469 City: SHALLOTTE, State: NC Zip: 28459-_ COVE'
V �
Phone: [phone], Fax: [phone], Email: [e-mail] MAR 13 2020
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY BY:
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ElMOD: ❑ Major ElMinor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request]
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
For DEQ use only
Fee Split for multiple permits:(Check # Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
1
1 $
Stream Deter,_
$
NCDEQ EXPRESS August 2018

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1
East Coast Engi
ENGINEER'
c Surveying, RC.
URVEYORS
STORMWATER/EROSION CONTROL
PROTECT NARRATIVE
The Greenside Manors at Brick Landing Plantation
Ocean Isle Beach, North Carolina
The proposed project is a single family residential development located at the adjacent to
1853 Goose Creek Road SW in Ocean Isle Beach, Brunswick County, North Carolina. The land
is currently undeveloped and a physical address has not yet been assigned to the property.
The project consists of two adjacent tracts of land and the tracts are not owned by the same
entity. The combined area of the two tracts is 9.83 acres. The project is comprised of 39
proposed single family lots and one roadway that will serve all lots. The stormwater runoff
will be directed to and treated by an onsite stormwater pond. The project is currently zoned
R-7500.
Existing Site Conditions/Stormwater Management
The existing site is currently vacant and wooded. The soils are comprised of Leon fine in the
rear of the development and Wando fine sand in the front portion of the development. The
ratio is approximately 50/50. The Leon fine sand soil group generally slopes between zero and
two percent and is generally poorly drained. The Wando fine sand soil group is a very well
drained sand with very little runoff and generally slopes from zero to as much as 6 percent.
The proposed impervious area total being treated by the onsite stormwater pond 195,398 SF.
The impervious areas are composed of single family homes (156,000 SF) and a single roadway
(39,398 SF). The percentage of impervious is 45.6%. The runoff from the proposed
impervious areas will be directed by curb and gutter to curb inlets and then to the onsite
stormwater pond via underground stormwater pipe. The lots will be graded to ensure
positive drainage to the roadway to minimize runoff from the lots.
Erosion Control
Temporary silt fencing, diversion swales, block and gravel inlet protection, rip rap energy
dissipaters and temporary sediment traps will be used to prevent any significant amounts of
sediment from leaving the site. The site will also employ a temporary graveled construction
entrance to prevent sediment from being transported off of the site by construction traffic.
These measures shall be inspected regularly, and the accumulated sediment removed to
prevent the conveyance of sediment to any off -site areas. The primary permanent erosion
control measures that will remain after the temporary measures are removed will be
permanent grassing.
4918 MAIN STREET •POST OFFICE BOX 2469 OSHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

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Weaver, Cameron
From: Chris Russell <[e-mail]>
Sent: Friday, March 13, 2020 11:38 AM
To: Weaver, Cameron
Cc: Hall, Christine; 'Alan Lewis'; 'Sabrina Babson (ECES) ; Annette Bennett'; 'Jackson Starling
(ECES)'; 'Barry Guise'; Kent Colton; Kent Conine
Subject: [External] 20-0313-EML_SENT_REQUEST_FOR_EXPRESS_REVIEW_CTC_BL-w-attch
Attachments: 20-0311_REQUEST_FOR_EXPRESS-CONINE.doc; 20-0312-SW-EC_Project Narrative.doc;
20-0304_2300.09-SITE_P LAN. pdf
Cameron,
Please find attached the request for Express Stormwater Review package for The Greenside Manors at Brick Landing
Plantation.
As is indicated in the narrative, the project consists of two separate tracts and two separate owners with a common
stormwater pond.
I have included only one request for review form, site plan and narrative.
Please let me know if you have any questions.
We look forward to receiving our review date.
Thank you,
Chris
I Christian (Chris) Russell, PE
Project 1—Engineer
Post Office Box 2469
Shallotte, North Carolina 28459
(o)910-754-8029
(f) 910-754-8049
(m) 910-232-0692

East Coast Engineering & Surveying, P.C.
ENGINEERS•PtANPJERS•SURVEYORS
May 21, 2019
Ms. Garrett Zorda
NCDENR — Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: The Greenside Manors at Brick Landing Plantation
Brunswick County, North Carolina
High Density Stormwater Permit — Express Submittal
Dear Mr. Zorda:
On behalf of our client, CTC Brunswick Holding, LLC, enclosed is a submittal package for the
subject project located within Brunswick County, North Carolina. Our client is requesting that this
application be processed with the Express Permitting Process. The project is a high -density project,
and runoff will sheet flow from all impervious surfaces and then be directed via swales and curb and
gutter to curb inlets located in the roadway and then to an onsite stormwater pond for treatment.
The following presents the various components of the enclosed submittal package:
■ Original and one copy of the Stormwater ManagementPermitAbp,&cation form (both owners);
o Original and one copy of the Deed Restrictions & Protective Covenants for this project (both owners);
• Original of the Wet Detention Basin Supplement for the pond;
• Original of the Wet Detention Basins) Operation and Maintenance Agreement (both owners);
' One copy of the May 21, 2020 Fee Submittal Letter to Cameron Weaver regarding the $4,000
Express Review Fee.
■ One copy of the Stormwater Project Narrative;
■ One copy of the USGS map with the site identified;
■ One copy of the Stormwater Calculations and SW-DA-MAP — Drainage Area Map;
• Two sets of Design Plans C0.0 — Cover Sheet, C2.0 — Subdivision Plan, C3.2 — Stormwater
Structure Plan, C3.3 — Stormwater Pipe Plan, C5.2 — Stormwater Details; C6.0 thru C6.2 —
Roadway Plan and Profile Plan and C8.0 thru C8.1 — Grading Plan;
■ A soils report is not required for this project;
■ One copy of the deed(s) for the property;
■ One copy of the SOS corporate filing for CTC Brunswick Holding, LLC and;
■ Once copy of the Letter of Agency for Mr. Colton;
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Mr. Garrett Zorda
The Greenside Manors at Brick Landing
Plantation May 21, 2020
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience.
Sincerely,
J. Christian Russell, P.E.
Enclosures
PC: Mr. Kent Colton (The Greenside Manors)
Mr. Kent Conine (CTC Brunswick Holding, LLC)
Mr. Mark Tipton (CTC Brunswick Holding, LLC)
File: 2300.09 (CTC Brunswick Holding)
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014