SW8060608_Historical File_20190311

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
March 11, 2019
Redus NC Coastal, LLC
Attn: Ms. Sarah Wicker, Senior
1 Independent Drive, 1 Oth Floor
Jacksonville, FL 32202
NORTH CAROLINA
Environmental Quality
Vice President, ORE Wholesale Banking
Subject: Permit Modification, Correction & Notice of Transfer Acceptance
State Stormwater Management Permit No. SW8 060608
The Villages at Turtle Creek
High Density Subdivision Project
Pender County
Dear Ms. Wicker:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on March 11, 2019. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000 effective January 1, 2017. We are forwarding modified Permit No. SW8 060608 dated March
11, 2019, for the construction, operation and maintenance of the stormwater control measures (SCMs), built -
upon areas, as well as the stormwater collection system and/or vegetated conveyance system associated with
the subject project. No new plans, supplements, deed restrictions, or O&M forms have been issued. This was
a modification that only impacted paperwork. Details are summarized in Attachment A.
This permit shall be effective from the date of issuance until October 20, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. Please pay special attention to the permit conditions regarding the operation and maintenance of the
SCMs, stormwater collection system, and/or vegetated conveyances; the limitation of built -upon area;
modification of the project; the procedures for changing ownership of and/or transferring the permit; and the
need to renew the permit. Please also pay attention to the permit conditions that requires the recordation of
deed restrictions and protective covenants, easements, and the maintenance agreement, which must all be
provided along with certification upon completion of the project. Failure to comply with these requirements
will result in future compliance problems.
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.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
Q,
woRnicnaouru
910.796.7215

State Stonnwater Permit No. SW8 060608
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson
in the Wilmington Regional Office, at [phone].
Sincerely,
S. DanielSmith, Interim Director
Division of Energy, Mineral and Land Resources
GDS/kpj: %Stormwater\Permits & Projects\2006\060608 HD\2019 03 permit 060608
enc: Attachment A: History of Significant Events
cc: Mr. Mark Arcuri, PE, SEPI Engineering
(via email only, [e-mail])
Mr. Gary Robert Owens, Property Manager for the HOA, GoProperty Management, LLC
(via email only, gary. owens@gopropertymgt. com).
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 060608
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
The Villages at Turtle Creek Homeowners Association, Inc.
The Villages at Turtle Creek Phases I and 11
NC 210 & Lodge Hall Rd, Surf City - Pender County
FOR THE
construction, operation and maintenance of six (6) infiltration basins in compliance with
the provisions of 15A NCAC 2H .1000, effective September 1, 1995 and one (1) wet pond
in compliance with the alternative design criteria provisions of 15A NCAC 2H .1008(h),
effective September 1, 1995 (hereafter referred to as the "stormwater mules') 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 (DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until July 20, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.

State Stormwater Management Systems
Permit No. SW8 060608
2
This stormwater system has been approved for the management of stormwater
runoff as described in Sections 1.6 &1.7 of this permit. The subdivision is permitted
for 71 lots; each allowed the maximum amount of built -upon area specified in
Section 11.16 of this permit. The stormwater systems have been designed to handle
the following amounts of impervious area:
1A-1
11,025
1A-2
6,875
1A-3
2,361
A
339,953
1C1
137,639
1D-1
21,851
1D-2
46,652
ft2
ft2
ft2
ft2
ft2
ft2
ft2
'Must be operated with a vegetated filter.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built -upon area within each permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project will
be recorded showing all such required easements, in accordance with the
approved plans.
4

State Stormwater Management Systems
Permit No. SW8 060608
6. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition. No impervious area is
available for future allocation in the wet pond's drainage area.
Wet Pond 1 B
a.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
17.27
752,249
0
b.
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
339,953
339,953
0
c.
Average Pond Design Depth, feet:
3.7
d.
TSS Removal Efficiency:
90%
e.
Design Storm, inches:
1.50
f.
Permanent Pool (PP) Elevation, FMSL:
22.75
g.
Permitted PP Surface Area, ft2:
16,509
h.
Temporary Storage Elevation, FMSL:
25.00
i.
Permitted Storage Volume, ft3:
52,493
j.
Predevelopment 1 yr-24 hr. discharge rate; cfs:
35.10
k.
Controlling Orifice, inch 0 pipe:
3.00
I.
Orifice Flow Rate, cfs:
0.24
m.
PP Volume, ft3:
58,827
n.
Forebay Volume, ft3:
3,632
o.
Maximum Fountain Horsepower:
1/6
p.
Receiving Stream/River Basin:
Becky's Creek
q.
Stream Index Number:
18-87-8
r.
Classification of Water Body:
SA

State Stormwater Management Systems
Permit No. SW8 060608
7. The following design elements have been permitted for the infiltration basin
stormwater facilities, and must be provided in the system at all times.
Alternative lrftra lon Badna
LAA IA-2 IA-3 1c ID-1
Total Half #1 Half #2
Enough Volume is Provided, (Vmmdeu-Vmq ired>1?
Yes
Yes
Yes
Yes
Yes
-
-
Volume Required, V '[fed:
4,283
2,629
929
_
17,256
8,093
-
-
Drainage Area
29,988
16,454
7,072
283,381
38,304
-
-
ImperviousArea
11,025
6,875
2,361
137,639
21,851
-
-
Lot BUA
0
0
0
84,875
1,066
-
-
Roads/Parking
8,876
5,238
1,6971
36,273
16,068
-
-
Sidewalks
2,149
1,637
664
11,809
3,637
-
-
Other
0
0
0
4,682
0
-
-
Offsite
0
0
0
0
0
-
-
Future
0
0
0
0
1,080
-
-
Rv:
0.38
0.43
0.35
0.49
0.56
-
-
Design Storm, Pc:
4.50
4.50
4.50
1.50
4.50
-
-
Volume Provided, Vpmdw:
6,477
3,611
1,881
31,183
10,943
7,692
3,251
Storage Elevation
31.750
31.250
31.250
14.750
-
30.250
30.250
Bottom Elevadoe
31.000
30.000
30.000
12.000
-
27.900
27.900
Elevation of Surface Area Useds
31.375
30.625
30.625
13.375
-
29.075
29.025
Surface Area
8,636
2,889
1,505
11,339
-
3,2731
1,327
Bypass Elevation
31.75
31.25
31.25
14.25
29.25
-
-
Drawdown Time for Vipmotld:
1.03
1.57
1.67
0.55
0.75
-
-
Infiltration Rate
0.52
0.52
0.52
3.00
2.60
-
-
Bottom Surface Area
6,025
2,208
1,085
9,3771
2 790
-
-
Type of Soil
Sandy Loam
Receiving Stream
Becky's creel
River Basin
Cape Fear
Stream Index Number
18-87-8
Classification of Water Body
SA; HQW
1D-2
Yes
17,
27.
27
cf
of
sf
sf
sf
sf
sf
sf
sf
sf
in
cf
msl
msl
msl
sf
msl
days
in/hr
sf
1AThis is the bottom elevation of the basin. Since Basins 1D-1 has standing water, the elevation presented here is the elevation of the top of the
standing water. (For ID-1, basin is split into two halves and both storage elevation at 30.25msi. One half has an excavated bottom elevation at
27.4ms1. The other half has an excavated bottomelevation at 27.3msi. Both halves have assumed 6" of standing wager, making the reported
bottom elevation equal to 27.9ms1 and 27.8ms1, respectively. The volume provided is therefore the volume provided above the permanent pool.
eThe Surface Area used for volume estimation was taken at the midpoint between the storage and bottom elevations.
cihis project is subject to SA requirements. The design storms listed here were determined from previous versions of the permit.
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.
6

State Stormwater Management Systems
Permit No. SW8 060608
2. The permittee is responsible for verifying that the proposed built -upon area for the
entire lot, including driveways and sidewalks, does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the DEMLR, and responsibility for meeting the built -
upon area limit is transferred to the individual property owner.
3. 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.
4. 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. The
bioretention area may not be used as a sediment and erosion control device once
the planting soil has been placed.
5. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permitter, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
g. The construction of permeable pavement for BUA credit.
7. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
8. The Director may determine that other revisions to the project should require a
modification to the permit.
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.
VA

State Stormwater Management Systems
Permit No. SW8 060608
10. Access to the stormwater facilities shall be maintained via appropriate easements
at all times.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items
not in compliance must be repaired or replaced to design condition prior to the
transfer. Records of maintenance activities performed to date will be required.
13. The permittee shall at all times provide the operation and maintenance necessary
to assure that all components of the permitted stormwater system function 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at. all times.
14. 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.
15. Decorative spray fountains are allowed in the pond, subject to the following criteria:
h. The minimum permanent pool volume is 30,000 cubic feet.
i. The fountain must draw its water from less than 2' below the permanent
pool surface.
j. 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.
k. The fountain may not be placed into the forebay.
I. The falling water from the fountain must be centered in the main pond, away
from the shoreline.
M. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060608, as issued by
the DEMLR under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
8

State Stormwater Management Systems
Permit No. SW8 060608
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, DEMLR.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the DEMLR.
f. The maximum built -upon area per lot is as summarized in the table below.
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. Lots 1-24 and 27-45 are recorded in
BK3290/PG193. Lots 46-73 are recorded in BK4000/PG0272.
Lot #
Max
BUA
Lot #
Max
BUA
Lot
#
Max
BUA
Lot #
Max.
BUA
Lot #
Max.
BUA
1
4,152
16
3,731
31
3,659
46
4,176
61
4,187
2
4,152
17
3,695
32
.3,633
47
4,165
62
4,189
3
4,152
18
3,676
33
3,602
48
4,149
63
4,187
4
1 4,152
19
4,211
34.
3,601
49
4,226
64
4,195
5
4,300
20
4,269
35
3,599
50
4,145
65
4,187
6
4,186
21
4,350
36
4,151
51
4,152
66
4,187
7
3,668
22
4,161
37
4,480
52
4,151
67
4,187
8
3,608
23
4,165
38
3,849
53
4,151
68
4,187
9
3,607
24
4,162
39
3,828
54
4,151
69
4,183
10
3,607
25
40
4,022
55
4,147
70
4,186
11
3,517
26
41
4,255
56
4,166
71
4,186
12
4,156
27
3,681
42
4,087
57
4,165
72
4,232
13
3,692
28
3,672
43
3,829
58
4,213
73
4,289
14
3,776
29
3,668
44
4,128
59
4,253
15 1
3,691
30
3,664
45
4,425
60
A. 189
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the
system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
16. 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 contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
9

State Stormwater Management Systems
Permit No. SW8 060608
18. 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.
III. GENERAL CONDITIONS
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, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-
01(e) and NCGS 57D-6-07;
f. A name change of the current permittee;
gg A name chanae of the project;
Fi. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all of the terms and conditions of
this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the DEMLR, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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) that have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions., the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
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 notify the Division in writing of any name, ownership or mailing
address changes within 30 days.
10

State Stormwater Management Systems
Permit No. SW8 060608
9. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of
construction.
10. Any individua! or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
11. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project,
in whole or in part, nor the conveyance of common area to a third party constitutes
an approved transfer of the stormwater permit.
12. If the use of permeable pavement for BUA credit within the lot is desired, the
permittee shall direct the lot owner to submit an application with all supporting
documentation and the application fee to the Division and receive a permit prior to
construction of the permeable pavement.
13. The permittee shall submit a permit renewal application request at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit corrected, modified and reissued on this the 11th day of [March 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energgy, Mineral and Land Resources
By Authority of tFte Environmental Management Commission
11

Attachment A
SW8 060608 — Villages at Turtle Creek — Summary of Significant Events
1. 7/20/06: Original permit issued to Dilsheimer Communities of North Carolina, LLC.
2. 11/30/06: Permit Modification
a. IA: Bioretention area redesigned as infiltration basin
b. 1B, 1C, 1D: Redesigned
c. 1 E: Infiltration basin removed
3. 7/10/07: Permit modification
a. IA: Redesigned as IA-1, IA-2, and IA-3
b. IB, 1C: Redesigned
c. , 1D: Redesigned as 1D-1 and 1D-2
4. 11/9/07: Permit modification
a. 1D-1 and 1D-2: Redesigned
5. 12/17/07: Plan Revision to move 600sf of impervious from Lot 36 to Lot 29.
6. 7/28/10: The permit was transferred to REDUS NC Coastal, LLC (a bank) after the original permittee was
foreclosed on. The property was under a Notice of Violation (NOV) mainly for maintenance issues and for
failure to certify the BMPs when the permit was transferred.
7. Fall 2015: The berm of Infiltration Basin 1 B blew out, and sediment was discharged into the wetlands. A large
volume of soil was removed from the wetlands, and the basin was re -installed per the stormwater permit
conditions. However, it became apparent that the original design was not sustainable because the seasonal high-
water table (SHWT) used in the original design was incorrect. The SHWT was found to be —2ft above the
infiltration basin's inlet pipe, which is approximately 4ft too high for an infiltration basin to function. The
Division did an inspection and met with the permittee's engineer to discuss an appropriate path forward. It was
determined that a wet pond was the only option.
8. 12/14/16: The property management company contacted the Division with BMP maintenance concerns about an
eroding amenity pond behind Leyland Way. Since this feature is an amenity pond as opposed to a pond required
by State Stormwater and the issues sonar to be the result of lloodine. we have forwarded those concerns to the
Town of Surf City.
9. 1/10/17:
a. Wet Pond: The failed Infiltration Basin 1B has been modified to Wet Pond 1B. Historically, this permit
was written under 15A NCAC 02H .1005, effective September 1, 1995 (commonly referred to as the 1995
rule) at 1.5" for shellfish (SA) waters. That regulation was modified per 15A NCAC 02H .1005, effective
October 1, 2008 (commonly referred to as the 2008 rule). Best management practices (BMPs) designed
under the 2008 rule were required to treat the greater of either the 1.5" storm or the difference in pre/post
of the lyr24hr storm, which is typically about 3.8". Therefore, the 2008 rule's required volume is
significantly greater than 1995 rule. Additionally, 2008-rule BMPs within a mile of and draining to SA
waters cannot discharge to SA waters [per 15A NCAC .1005(a)(1)(C)] without employing additional
structural features. The 2008 rule [15A NCAC .1005(h)(5)] also says that BMPs that were permitted
under the 1995 rule can be modified under the 1995 rule if they are "minor modifications", which the rule
defines as a modification that doesn't add BUA or increase the size of the BMP. Modifying Basin 1 B
from an infiltration basin to a wet pond therefore triggered coverage under the 2008 rule. However, the
design engineer determined that the space required to build a wet pond per the 2008 rule was not available
because homes have already been constructed around Basin 1B, and there are wetlands on the only
available expansion point. The Division therefore determined that installing the largest possible wet pond
as an alternative design per 15A NCAC 02H .1008(h) was appropriate. Though 15A NCAC 02H .1000
was revised by the legislature during these discussions (effective 1/l/17), the 1/10/17 permit was given a
Prior Authorization per 15A NCAC 02H .1001(5), effective 1/1/17 to be permitted under the 2008 rule in
lieu of the 2017 rule because it had been negotiated prior to the 2017 rules' effective date.
b. Datum: Please note that the reference datum used in the original design differs from the reference datum
in the new design. The old datum is —lft lower.
10. 1/12/18: Permit modification to correct errors in the calculations of the storage volume and forebay volume to the
1/17/17 permit. These errors were discovered during construction. There was approximately a 5% error in
defining the surface area of the permanent pool and temporary pool contours. As a result, the permitted volume
could not be contained in the pond. Additionally, a calculation in the forebay data resulted in the forebay being
smaller than was expected when the permit was issued in January 2017.

11. 1/16/18: The application was accepted to transfer the permit from REDUS NC Coastal, LLC to the HOA.
a. 1/19/18: The transfer application was accepted immediately following the 1/12/18 modification. But, the
applicant needed additional time to install the changes reflecting the modification (such as moving the
outlet box), and they needed time to get vegetation established. The project was put "on hold" via a
Request for Additional Information (#1) until the site was ready to be inspected for the transfer.
b. 4/3/18: Non -Compliant Inspection.
c. 4/11/18: Notice of Non -Compliant Inspection & Request for Additional Information (#2)
i. Common area deed was needed.
ii. Documentation of signature authority was needed.
iii. Inspection:
1. The infiltration basins were holding water.
2. Infiltration basin IC needed a vegetated filter.
3. The recently -permitted pond was in compliance.
d. 7/6/18: Response to Request for Additional Information (#2) received
e. 7/19/18: Non -Compliant Inspection
f. 7/25/18: Notice of Non -Compliant Inspection & Request for Additional Information (0)
i. Common area deed has been submitted.
ii. Documentation of signature authority has been received.
iii. Inspection:
1. The infiltration basins had been maintained, but they were still holding water.
2. Other: The following items were not inspected because a follow-up inspection will be
needed for the infiltration basins. Please ensure that these items are in compliance for the
upcoming inspection.
a. Basin 1 C vegetated filter
b. Wet pond
3. Please ensure that regular maintenance is continued so that the whole project will be in
compliance for the upcoming inspection.
iv. Other: The previous contact person for the permittee, Erin Acton, is no longer employed by the
permittee. Ms. Acton signed the Transfer form on October 11, 2017, but since she no longer has
authority to sign for the pennittee it will need to be resigned by another individual. I believe that
this person may be Sarah Wicker who I understand is the Senior Vice President, ORE Wholesale
Banking at Wells Fargo, REDUS NC Coastal, LLC.
1. Please submit a revised application signed by Ms. Wicker (or another appropriate
individual).
2. Please also submit documentation that the person signing on behalf of the permittee holds
the title of Vice President or higher per 15A NCAC 02H .1040(1).
12. 8/9/18: Plan of Action received. The engineer provided precipitation data from a weather station closer to the
subdivision which showed that it had, in fact, rained prior to the inspection.
13. 8/21/18 Meeting: K. Johnson and M. Arcuri. The options were discussed as a path forward:
a. Wait to see if the basins infiltrate: This option may not be viable. Mark indicated that Nick Garner had
visited the site that morning. The basins did not hold a lot of water, but they weren't dry after seven days
of no rain.
b. Redesign/ re -permit the existing infiltration basins as wet ponds.
c. Identify an alternative design. One option may be to determine if the basin can hold the required volume
above the permanent pool and also infiltrate that volume within five days while maintaining a permanent
pool in the infiltration basin. Other ideas are TBD.
14. 3/11/19:
a. Alternative Designs: All six infiltration basins were modified to become alternative designs. Several of
them were holding water rather than infiltrating the water. The engineer demonstrated that the volume
provided in each basin above its permanent pool could accommodate the required volume. He also
demonstrated that the basin could infiltrate the required volume within five days while having a
permanent pool. A typo in the previous version of the permit was also corrected. The impervious area
allowed for Basin 1A-2 in the permit text should have been 6,875sf rather than 6,75sf.
2

DEMLR USE ONLY
Dat Reqeived
Fee Paid
Permit Number
11-7 jig
I lt�&b&M3430
u� a o
Applicable Rules- I ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ 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 ,ECEIV
STORMWATER MANAGEMENT PERMIT APPLICATIO 91M 0 7 2019
This form may be photocopied for use as an original
I. GENERAL INFORMATION gy;
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Villaees at Turtle Creek Phase I and 11
2. Location of Project (street address):
NCH a 210 and Lodge Hall Road
City:Surf City County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
From the intersection of US 17 and NC Hwy 210 travel east on NC Hwy 210 for two (2) miles Turn left after
Lodge Hail Road.
4. Latitude:34° 27 05.84" N Longitude:770 34' 43.74" 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 SVVU--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 number SW8 060608 , its issue date (if known) Tan 10, 2017 , 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, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 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:Construction completed in 2007; Modification permitted Ian. 12 2018
to convert infiltration Basin 1B to wet pond.
5. Is the project located within 5 miles of a public airport? ®No [—]Yes
If yes, see S.L. 2012-200, Part VI. http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

IYI. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the projectl:
Applicant/Organization:REDUS NC Coastal, LLC
Signing Official & Title:Sarah Wicker/ Senior Vice President, ORE Wholesale Banking
b.Contact information for person listed in item la above:
Street Address:l Independent Drive.10th Floor
City:Jacksonville State:FL Zip:32202
Mailing Address (if applicable):! Independent Drive, loth Floor
City:Jacksonville State:FL Zip:32202
Phone: (904 ) 351-7353 Fax: (904 ) 351-7367
Email:sarah.wicker®weRsfareo.com
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City. State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: _
Signing Official & Title: w
b.Contact information for person listed in item 3a above: JAN 0 7 2019
Mailing Address: R F
City, State: Zip: -
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Town of Surf City
Point of Contact:Steve Padgett Phone #: (910 ) 328-3921
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

U.T. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
L. a. it ciaimung vestea ngnts, identity the supporting documents provided and the date theygtpere a�-d;-_ —
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cane Fear River basin.
4. Total Property Area: 27.73 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:27.73 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 r��
ivers, the area below the Normal High Water (N line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 46.9 %
9. How many drainage areas does the project have?7 (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.
Basin Information
Drama a Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
Becky's Creek
Becky's Creek
See Attached
See Attached
Stream Class *
SA;HWQ
SA;HWQ
Stream Index Number *
18-87-8
18-87-8
Total Drainage Area (sf)
29,988
16,454
On -site Drainage Area (so
29,988
16,454
Off -site Drainage Area (so
0
0
Proposed Impervious Area** s
11,025
6,875
% Impervious Area* total
36.8%
41.8%
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (so
0
0
See Attached
See Attached
On -site Streets (so
8,876
5,238
On -site Parking (sf)
0
0
On -site Sidewalks (sf)
2,149
1,637
Other on -site (so
0
0
Future (so
1 Off -site (sf)
0
I 0
I
I
Existing BUA*** (so
Total (sf):
11,025
6,875
* Stream Class and Index Number can be determined at: http ortal.ncdenr.orzAvebfwq[ps/csu/classifCcations
** Impervious 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 BUA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

W
«
m
S
k
k
k
«
■
2
a
~
m
�
LL
\
.LL
■
u
»
D
L
$ V)
q
o
■
Ct
n
q
/
u
o
m
0
2
g
o
0
7
_
«
¥
/§
LL .
M
LL .
�
�
.
.
Q
tA �
a
k
o v)
Ln
Ln
&
o
m�
o
Ln
o
Ln
M�
ro
m
7
m
m
@
Ln
��
m
o
�
u
�
�
«
�
%
L
u
Cr
LL
L /
C <
_&
c
00
u
�
7
2
00
en
2LL.
LL
¢
L «
®
�
K
■
�
q
m
u
o
o
$
2
2
�
%
k
E
L-
£
m
m
/
E
I
2
b
/
<
g
k
E
/
/
2.
(V
§
m
0
CL
E
E
�
k
E
.
.
a
.
.
/
£
o
2
2
o
3
6/
u
§ LL LL LL. � .
« � a LL v)
& L m M LAL
oo
10 00 o~ c o
7 2 q q m
�
. . . . U.
LL
U. L
CA CA kD
2 0 0 W LD o o m
C
2
O
a
°
§
2
0
a
k
\
E
©
%
§
o
g
m
0
¢
T
6
.
2
o
w
tlp
$
$
W'
M
CLIe�
d
k
d
k
k
k k
JAN072019
BY:

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects 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 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the for
fromhttp://portal.ncdenr.org web/wq/ws/su/bmp-manual.
VI. SUBMITTAL
T T REQUIREMENTS JAN 0 7 2019
Only complete application packages will be accepted and reviewed by the Division o ergy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed belowda ai a application
instruction sheet and BMP checklists are available from
hU://portal.ncdenr.org/web/3yq/ws/su/statesw/forms_docs. 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 athft://12ortal.ncdenr.org/web/3yg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hn:///portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. A
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 Art'AC-
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to K-T%�
hft://www.2p3LheIR.oriz/pa-aes/onestopexpress.htmlfor 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 tLTt�
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 ht�l r -
receiving stream drains iu class SA waters within 1h mile of the site boundary, include the 1h
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 'ule MHW (or NHW) of tidal waters.
1. 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).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Nk"ca W
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: 4091 Page No: 0073
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _P-T
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. C C
http://www.secretary.state.nc.us/Corporations/CSearch.aWx C G
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS JAN 0 7 2019
For all subdivisions, outparcels, and future development, the appropriate property restricti and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significan
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 deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-stormwater-
forms does. 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:Mark T. Arcuri, PE
Consulting Firm: SEPI Engineering and Construction
Mailing Address:5030 New Centre Dr., Suite B
City:Wilmington State:NC Zip:28403
Phone: [phone] Fax: [phone]
Email:marcuri®sepiengineering.com
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) 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) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

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 assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
JAN 0 7 2019
BY:
I, (print or type name of person listed in Contact Information, item 1a) Sarah Wicker
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
applicaAsnmwater rules undeer 15_A NCAC 2H.1000 and any. other applicable state stormwater requirements.
I&LSignatDate:
I, Kathryn C. pat'ei1 n a Notary Public for the State of / � ��1� County of
14 0d , do hereby certify that .S I Ckol' personally appeared
before me this FPday of d D ✓ 01 X and acknowledge the
�due execution of the application for
a stormwater permit. Witness my hand and official seal, C /Ik5p--
p� ,
SEAL
,�iPRr
KATHRYN C. BATEMAN
Notary Public - State of Florida
My Comm. Expires Feb 20, 2019
unua
Commission # FF 171539
My commission expires C7
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No. 154.)If 6 (0 0(4CIF
(to be provided by DWQ)
��F WA>•�r90
G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM s
WDE14R 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
k PROJECT INFORMATION
Project Name Turtle Creek
Contact Person Mark Arcuri
Phone Number 910-228-0424
Date 12110/2018
Drainage Area Number 1A-1
11, DESIGN INFORMATION
Site characteristics
Drainage area
29,988.00
ftz
Impervious area
11,025.00
fe
Percent impervious
36.76
%
Design rainfall depth
4.50
in &WA
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
I--UIt--IVt=
In JAN 0 7 2019
inlllr
if/sec
ff9/sec BY:
if/sec
if
if
4879.00 if
0.02 fe
0.05 fe
4879.00 fe
6,477.30 fe
Sandy Loam
0.52 in/hr
29.00 fmsl
0.67
days OK
3.00
:1 OK
29.00
fmsl Raise basin bottom, Must be at least 2-ft above SHWT
31.75
fmsl
10,744.84
ff
31.75
fmsl
195.00 It
30.89 it
6,025.00 fe
Forth SW401-infiltration Basin-Rev.5 11Apr2011 Parts 1. & It. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of dean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1.34
ac-in
OK
50.00
ft
OK
305.00
ft
OK
190.00
ft
OK
100.00
ft
OK
3.00
ft
OK
0.00
ft
Minimum of atleast 1-ft of naturally occuring soil above shwt
Y
(Y or N)
OK
N
(Y or N)
Need a recorded drainage easement
Y
(Y or N)
OK
N
(Y or N)
Must provide bypass for larger flows
None
Form SW401-Infifiration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No
111. REQUIRED ITEMS CHECKUST
(to be provided by DWG)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
f r' I Ar
of, S. Y
1. Plans (l" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
C,7,7
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
1� C 7. '7 3. Section view of the infiltration basin (1" - 20' or larger) showing:
- Pretreatment and treatment areas, and
ScC
- Inlet and outlet structures.
i1C
C-Jc5
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
U %
1
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
kf
entire drainage area is stabilized.
C--1c- ��►S
7. The supporting calculations.
Sec
e {f,�d A eJ
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�.
Scc
aii.,A J
9. A copy of the deed restrictions (if required).
Form SW401-Infiftration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

E C E I V E
Permit No. Sc-'1 8' oc" (&O0
(to be provided by DWG)
JAN 0 7 2019
DM
doF WA>•�Ro�
STORMWATER MANAGEM9 PERMIT APPLICATION
o
WDEHR
401 CERTIFICATIOB)(P-RL-IGATION FORM `
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with
all of the required information.
I. PROJECT IN FORIIIAMN
Project Name
Turtle Creek
Contact Person
Mark Arcuri
Phone Number
910-228-0424
Date
12/10/2018
Drainage Area Number
1A-2
IL DESIGN INF'ORMATM
Site Characteristics
Drainage area
16,454.00 fe
Impervious area
6,875.00 fe
Percent impervious
41.78 %
Design rainfall depth
4.50 in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Solis Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Ravin length
Basin width
Bottom Surface Area
in
inihr
fhec
felsec
ft3/sec
—fe
ft3
3331.00
ft3
0.01
1?
0.03
ff
3331.00
ft3
3,610.80
ft3
OK
Sandy Loam
0.52
inlhr
28.00
fmsl
1.17
days
OK
3.00
:1
OK
30.00
fmsl
OK
31.25
fmsl
3,697.80
fe
31.25
fmsl
95.00
ft
23.24
ft
2,208.00
fe
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts 1. & It. Design Summary, Page 1 of

Permit
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
0.92
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
317.00
ft
OK
Distance from surface waters
319.00
It
OK
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
3.00
ft
OK
Naturally occuring soil above shwt
0.00
ft
Minimum of adeast 1-ft of naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
N
(Y or N)
Need a recorded drainage easement
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
None
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
111. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
"",A��� yy
3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
Sec
- Inlet and outlet structures.
alc
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
NOT 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
g�jx 6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
Se
A� 7. The supporting calculations.
0` 4 s
Qua t 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Set
��k _.j&, 4ed 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

ECEIVE
JAN 0 7 2019 Permit No. &C-48 0(.MLC7C&C%?
(to be provided by DWQ)
OF W AT�c9
.A.TA STORMWATER MANAGEMENT PERMIT APPLICATION FORM 's
WDEHR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information.
JIL PROJECT INFONATION
Project Name
Turtle Creek
Contact Person
Mark Arcuri
Phone Number
910-228-0424
Date
12/10/2018
Drainage Area Number
1A-3
Y. DMON INFORMATION
Site Characteristics
Drainage area
7,072.00
fe
Impervious area
2,361.00
fe
Percent impervious
33.39
%
Design rainfall depth
4.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
fe/sec
Post -development 1-yr, 24-hr discharge
fe/sec
Pre/Post 1-yr, 24-hr peak flow control
felsec
Storage Volume: Non -SA Waters
Minimum design volume required
fe
Design volume provided
fe
Storage Volume: SA Waters
1.5" runoff volume
1757.00
fe
Pre -development 1-yr, 24-hr runoff volume
0.00
fe
Post -development 1-yr, 24-hr runoff volume
0.01
fe
Minimum required volume
1757.00
fe
Volume provided
1,880.00
fe
Soils Report Summary
Soil type
Sandy Loam
Infiltration rate
0.52
in/hr
SHWT elevation
28.00
fmsl
Basin Design Parameters
Drawdown time
0.83
days
Basin side slopes
3.00
;1
Basin bottom elevation
30.00
fmsl
Storage elevation
31.25
fmsl
Storage Surface Area
2,039.00
ftz
Top elevation
31.25
fmsl
Basin Bottom Dimensions
Basin length
190.00
ft
Basin width
34.88
ft
Bottom Surface Area
1,085.00
ft
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & II. Design Summary, Page 1 of 2

Additional Information
Maximum runoff to each inlet to the basin?
0.48
ac-in
Length of vegetative filter for overflow
50.00
ft
Distance to structure
287.00
ft
Distance from surface waters
256.00
ft
Distance from water supply well(s)
100.00
ft
Separation from impervious soil layer
3.00
ft
Naturally occuring soil above shwt
0.00
ft
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
N
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
N
(Y or N)
Pretreatment device provided
None
Permit No.
(to be provided by DWG)
OK
OK
OK
OK
OK
OK
Minimum of alleast 1-ft of naturally occuring soil above shwt
OK
Need a recorded drainage easement
OK
Must provide bypass for larger flows
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts 1. & 11. Design Summary, Page 2 of

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
&LIAr C_ 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
PA of .1, 7 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
C ,7. 7 - Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
sm - Inlet and outlet structures.
S 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
dT k PL CA F 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
�S6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
Stt entire drainage area is stabilized.
1,�1fiAc 6% GS 7. The supporting calculations.
j 444c QJ 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
S,e,e 1
tL� _ hacAeJ 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

EEIVE .
4.
JAN 0 7 2019 ermlt No. w S � oc koF
(io be provided by DWQ)
�pF WA rycR
�G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM o Y
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I, PROJECT INFORMATON
Project Name
Turtle Creek
Contact Person
Mark Arcuri
Phone Number
910-228-0424
Date
12/10/2018
Drainage Area Number
1 C
II. DESIGN INFORMATION
Site Characteristics
Drainage area
283,381.00
fe
Impervious area
137,639.00
e
Percent impervious
48.57
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
fe/sec
Post -development 1-yr, 24-hr discharge
fe/sec
Pre/Post 1-yr, 24-hr peak flow control
fe/sec
Storage Volume: Non -SA Waters
Minimum design volume required
fe
Design volume provided
fe
Storage Volume: SA Waters
1.5" runoff volume
26859.00
fe
Pre -development 1-yr, 24-hr runoff volume
0.15
ft3
Post -development 1-yr, 24-hr runoff volume
0.57
fe
Minimum required volume
26859.00
fe
Volume provided
31,183.05
fe
Soils Report Summary
Soil type
Sandy Loam
Infiltration rate
3.00
in/hr
SHWT elevation
10.00
fmsl
Basin Design Parameters
Drawdown time
0.29
days
Basin side slopes
3.00
:1
Basin bottom elevation
12.00
fmsl
Storage elevation
14.75
fmsl
Storage Surface Area
14,471.00
e
Top elevation
14.75
fmsl
Basin Bottom Dimensions
Basin length
200.00
ft
Basin width
46.86
n
Bottom Surface Area
9,377.00
fe
OK
OK
OK
OK
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 1 of2

Permit
Additional Information
(to be provided by DWQ)
Maximum runoff to each inlet to the basin?
7.40
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
120.00
ft
OK
Distance from surface waters
50.00
ft
OK
Distance from water supply woll(s)
100.00
ft
OK
Separation from impervious soil layer
3.00
ft
OK
Naturally occuring soil above shwt
0.00
ft
Minimum of atleast 1-ft of naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
N
(Y or N)
Need a recorded drainage easement
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
None
Fonn SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Ill. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
t'
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
sec
- Inlet and outlet structures.
4. A table
AJL s
of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Nr� $''QP111CAASUG
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infittration basin will be protected from sediment until the
entire drainage area is stabilized.
(1��
Stt
G►tcs
7. The supporting calculations.
sec
o�d
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Set
9. A cony of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

a
Permit No.y o C�
(to be provided by DWO)
�pf W AT�9
AAWA STORMWATER MANAGEMENT PERMIT APPLICATION FORM o o�
WDM 401 CERTIFICATION APPLICATION FORM
INFILTRATION BAD
This form must be fitted out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, rifled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
Turtle Creek
Contact Person
Mark A=d
Phone Number
910-228-0424
Date
3A 112019
Drainage Area Number
1D-1
11. DESIGN INFORMATION
Site Characteristics
Drainage area
38,304,00
fe
Impervious area
21,851.00
ft3
Percent impervious
57.05
%
Design rainfall depth
4.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
in
inlhr
10sec
elsec
1 fsec
ft
ft3
9450.0D
fit"
0.02
ft3
0.08
ft3
9450.DD
fit"
10,943.00
fe
Sandy Loam
2.50
inlhr
24.00
fmsl
0.75
days OK
3.00
:1 OK
27.85
fmsl OK
30.25
lost
5,529.00
ft3
30.25
fmsl
139.50
ft
20.00
it
2,790.00
fly
Er
MAR T 1201
Form SW4401-Infiltration aasin-Rev.5 11Ap2011 Parts 1. & II. Design Summary, Page 1 or 3

Additional Information
Maximum runoff to each inlet to the basin?
2.60
ac-in
Length of vegetative filter for overflow
50.00
it
Distance to structure
50.00
ft
Distance from surface waters
222.00
It
Distance from water supply wel(s)
100.00
ft
Separation from impervious soil layer
3.00
ft
Naturally occuring soil above shwl
0.00
ft
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
N
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
N
(Y or N)
Pretreatment device provided
None
Permit No
fro be provided by DWO)
Maximum of 2 acre -inches a lcv, .
OK
OK
OK
OK
OK,
1tinimun, of a!leasl'.-it O naturally Gxunng soil above sr 4v(
)K
Veed a recorded drainage easement
m
Must provide bypass fc• iargcr flows
MAR t 1 2019
Form SW401-Inftagon Basin-Rev.5 11Apr2011 Parts 1. & II. Design Summary, Page 2 of 3

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
1. Plans (1"- 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
Overflow device, and
Boundaries of drainage easement.
.p' r C, 7 2. Partial plan (1' = 30' or larger) and details for the infiltration basin showing:
I" Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
61.7
3. Section view of the infiltration basin (1" = 29 or larger) showing:
- Pretreatment and treatment areas, and
Inlet and outlet structures.
c...ks
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field Investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
5
6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
t
Colt,_.
7. The supporting calculations.
ANIa
<- _: r
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
$ems
ai>~a.. -
9, A copy of the deed restrictions (if required).
MAR 1' 1 2019
Form SW401-Infiltration Basin-Rev.4 Page 3 of 3 Part Ill. Required Items Checklist, Page 3 of 3

ECE' iQe ca D 0468
�r STORMWATER MANAGEMENT PERMIT AP
WDENR 401 CERTIFICATION APPLICATION
INFILTRATION BASIN SUPPLEMENT
JAN 0 7 20i9 tro be provided by DWQ)
� of wnrF9 G
0
NATION FORM s �
o -~c
FORM
This fors must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information
I. PROJECT INFORMATION
Project Name
Turtle Creek
Contact Person
Mark Arcuri
Phone Number
910-228-0424
Date
12/10/2018
Drainage Area Number
1 D-2
11. DESIGN INFORMATION
Site Characteristics
Drainage area
80,666.00
ff
Impervious area
46,652.00
ff
Percent impervious
57.83
%
Design rainfall depth
4.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft9/sec
Post -development 1-yr, 24-hr discharge
ft9/sec
Pre/Post 1-yr, 24-hr peak flow control
ft9/sec
Storage Volume: Non -SA Waters
Minimum design volume required
fe
Design volume provided
�
fe
Storage Volume: SA Waters
1.5" runoff volume
17335.00
fe
Pre -development 1-yr, 24-hr runoff volume
0.05
ff
Post -development 1-yr, 24-hr runoff volume
0.18
fe
Minimum required volume
17335.00
fe
Volume provided
17,312.00
fe
Soils Report Summary
Soil type
Sandy Loam
Infiltration rate
2.60
in/hr
SHWT elevation
23.70
fmsl
Basin Design Parameters
Drawdown time
0.50
days
Basin side slopes
3.00
:1
Basin bottom elevation
25.70
fmsl
Storage elevation
27.75
fmsl
Storage Surface Area
10,346.00
fe
Top elevation
27.75
fmsl
Basin Bottom Dimensions
Basin length
200.00
ft
Basin width
32.67
ft
Bottom Surface Area
6,534.00
fe
Need to provide additional volume
OK
OK
OK
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & It. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
4.77
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
0.00
ft
Filter is too short, must be > 30-ft
Distance to structure
62.00
ft
OK
Distance from surface waters
32.00
ft
OK for non -SA waters
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
3.00
ft
OK
Naturally occuring soil above shwt
0.00
ft
Minimum of atleast 1-ft of naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
N
(Y or N)
Need a recorded drainage easement
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
None
Forth SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & It. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
[Ill. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
C. R N
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
C'7g
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
te
l c. S
- Inlet and outlet structures.
4. A table incremental
is
of elevations, areas, volumes & accumulated volumes to verify the volume provided.
IW 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
c�
r4.c._
7. The supporting calculations.
0! Sic
AD
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
eL Sec
rn Ali;i:W 9. A copy of the deed restrictions (if required).
Form SW401-infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

I
JAN 0 7 204 rmitNo. S29 Q(-e01.08
(to be provided by DWQ)
State o h Carolina —
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTiZATION BASIN SUPPLEMENT
This form may be photocopied for use as are original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwaWr management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Pro)ect Name : The vil lanes at Turtle Creek
Contact Person: DCNC North Carolina I, LLC
Phone Number: ( 910 ) 79.0- 9860
This workPhase 1 - lA-i
sheet applies to: Basin No. .__ in Drainage Am IA-1
(aa identifeed an glans) (from Form SWU:101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (find).
Soils Report Summary
Soil Type Woodington Fine Sandy Loam
Infiltration Rate 0,52 in/hr in/hr or cvbr/sf (Circle appropriate units)
SHWT Elevation 29,0 find (Seasonal High Water Table drveMon)
Basin Design Parameters
Design Storm _ 4.5 inch (1.5 inch event for .5A waters, I inch event fvr others)
Design. Volume 4,283 c,f.
Drawdown Time 0.7 days
Basin Dimensions
Basin Size varies ft. x varies ft. = 6,025 sq. $, (bottom dimensions)
Basin Volume Provided 4 is c.f.
0/ �
U
Basin Elevations
�
Bottom Elevation
31.00
f3nsl
Storage Elevation
31.75
fmsl
Top Elevation
32.75
finsl
Form SW-103 Rev
3.99
Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section. 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached.L If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials.
ET a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b.
System is located at least 100 feet from water supply wells.
ET c.
Bottom of system is at least 2 feet above the seasonal high water table.
_ 3T d.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e.
System is not sited on or in fill material or DWQ approval has been obtained
ET f.
System is located in a recorded drainage easement for the purposes of operation and
and has recorded access easements to the nearest public right-of-way.
ETmaintenance
g.
Drainage area for the device is less than 5 acres.
ET h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
ET
i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
ET
j.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
ET
k
All side slopes stabilized with vegetated cover are no steeper than 3 :1 (H:V).
ET
1.
A pretreatment device.such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
ET
m.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 .inches or
dense vegetative cover is provided.
aT n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
ET o.
Flow distribution mechanism within the basin is provided.
ET
p.
A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET
q•
Runoff in excess of the design volume bypasses off-line
gn yp systems (bypass detail provided)..
ET r.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
a T s.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Farm SWU 103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit: The benchmark will document the original
design depth so that accurate sediment accumulation readings e-an he taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0-1-9 feet in the pretreatment unit, the sediment shall be
removed from both. the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title' J.B. Dilsheimer, viae president/Member of DCNC Norte% Carolina I, LLC
2528.rndeperdence-Blvd, Suite #104, Wilmington, NC
Phone: —
Signature r
Note: The legally responsible party should not .be a homeowners association unless more than 50% of the loss have been sold and a
relent of thesubdivision has been named the president
1, _ 247 M AS H 94rC41R- ID , a Notary Public for the State of N5 umy of
d do hereby certify that f`3 Lr t-'� f{ personally appeared before me this
day of , : AQ-7 , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL M commission expires
Y��� '.
Form SWU-103 Rev 3.99 Page 3 of 3
Thmsm M. mcmd!'
AssodsMon

ECEIVE' 'i
JAN 0 7 20i$ t No. S,-) S c4a ate 08
flo be provided by DWQ}
State of No Caro ' a
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
PM Storimwater Management Plan Review-,
A complete stormwater management plan submittal includes a Stormwater management permit application, an
infiltration basin supplement for each system; design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
ProjectName: The. Villages at Turtle Creek
Contact Person: DCNC North Carolina 2, LLC Phone Number' ( 910 ) 750- 9aeo
This worksheet applies to* Basin No. Phase 1 - 1A-2 in Drainage Area 1A-2
(as idendfied on plans) {fmria Form SW1J-101)
U. DESIGN INFORMATION - - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration hate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Woodington Fine Sandy Loam
0. 52 in/hr in/br or cflhr/sf (circle appropriate units)
28.0 finsl (Seasonal Nigh Water Table elevation)
4.s
inch Y. S inch event for SA waters, I tech event for others)
2,629 . cX
1.2 days
Varies $ % Varies ft. 2,208 sq. ft. (bottom.dimensions)
3,331 c.f
30.00 fmsl
31.25 fmsl
32,25 fmsl
Form SWU-103 Rev 3-99 Page I of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section:15 A NCAC 2H ..1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
HT c. Bottom of system is at least 2 feet above the seasonal high water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not sited on or in fill material or DWQ approval has been obtained.
ST f. System is located in a recorded drainage easement for the purposes of operation and
ET maintenance and has recorded access easements to the newest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
ET
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1,5 inch event for
areas drag to SA waters ). Design volume and infiltration calculations attached.
ET j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
ET
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H. V).
ET
I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
ET sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
m n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
ET o. Flow distribution mechanism within the basm is provided.
ET
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
3T Runoff in excess of the design volume bypasses off-line systems (bypass detail roovided q• g YP ys (Yp provided).
ET r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached..
ET s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWtU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoffproducing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be Dandled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments,
When the design depth reads 0.31 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by any signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title. J. B . Dilsheimer, Vice President/member of DCNe North Carolina I, LLC
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
residerd df the subdivision has been named the president. / �
L --N oMO6 � a Notary Public for the State of �'4/Duls LJ& Ix. County of
, TGaAM do hereby c tify that _XA /��e' //� persorWly appearedbefore me this
_a -
day of u e-i d 7 , and admowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My commission expires WeV,
COMMONWEALTH OF PENN3YLVAN
iAor �riwseal
Form SWU'-103 Rev 3.99 Page 3 of 3'MOCU'
��s=
Winber, rmnsvlvanis Assoc(* jVf)1Nt$atles

e
ECEIVE11"l1
JAN o 7 2019 j
BY: Permi o. (o O(o O�
(to be provided 6y DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This farm may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name. The Villages at Turtle Creek
Contact Person- DCNC North Carolina r, LLc Phone Number ( 910 ) 790- 98e0
This worksheet applies to: Basin No. Phase 1 - 1A-3 in Drainage Area 1A-3
(as ident(fPed on phm) (from Form SWU--101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (f nsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Woodi"gton Fine Sandy Loam
0.52 in/hr m/hr or cf/br/Sf (circle appropriate units)
28.0 fmsl (Seasonal High Water Table elevation)
4.5 inch (15 inch event for SA waters, I inch event for others)
929 c.f.
.1.2 days
Varies-ft. X Varies ft = 2,085 sq. ft. (bottom dimensions)
1,757 c.f.
30.00 ftnsl
31.25 finsl
32.25 finS1
Form SW-103 Rev 199 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
ET c. Bottom of system is at least 2 feet above the seasonal high water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not sited on or in fill material or DWQ approval has been obtained.
ET f: System is located in .a recorded drainage easement for the purposes of operation and
ET maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
ET h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
ET
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached
ET j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
ET
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
ET
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
ET sediment trap is provided.
in. Bottom of the °device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
ET n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
ET length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
8T
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET Runoff in excess of the desig
n gn volume bypasses off-line systems (bypass detail providedj.
HT r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached-
sT s. plaits ensure That the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.),
A benchmark skull be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readmgs can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.31 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
1 acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: J B . Dilsheimer, Vice President/Member of DCNC North Carolina 1, LLC
Blvd, Suite #104, ➢ti
Note. The 1e 11y responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resMeru of the subdivision has been named the president.
a'Notary Public for the State of l —W AJ-54 a&mty of
e 6odbt do hereby certify that ?; 13. bt�L-0 91511=w &-yL personally appeared before me this �+
day of _doo:j , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEALMy commission expires
C MMONWEALTH F pENNSYLVA
Thomasm. Ni NoteryPd*
Form SWU-103 Rev 3.99 Page 3 0 3t �wp., hAordggnny .
EIres`Sept t.

EGE1 ' i1
1.
JAN 0 7 2019
Punit No. SLA�l T C—Av Cy—& 08'
By: --
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
M form may be photocopied for use as an original
DWQ Stonnwater Management Plan Review -
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances an.d system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina 1, LLC Phone Number (910 ). 7 90 - 9880
This worksheet applies to: Basin No. Phase 1 - C in Drainage Area IC
(as identtriedonplans) MVM Form SWU--101)
EL DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Onslow Loamy Fine sand
Infiltration hate 2.99 in/hr in/hr or ef/br/sf (circle appropriate units)
SHWT Elevation 10 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
1.5 inch (I.S inch event for SA waten, I inch event for others)
17,256 G f
0.4 days
Varies & x varies ft. = 4, 377 sq. ft. (bottom dimensions)
26, BS9 c. f
12.00 finsl
14.25 frasl
15.75 finsl
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 .A.NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class 5A waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
ET c. Bottom of system is at least 2 feet above the seasonal hig
h gh water table.
sT d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not .sited on or in fill material or DWQ approval has been obtained.
ET f System is located in a recorded drainage easement for the
ys g purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
NA g. Drainage area for the device is less than 5 acres.
ET
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
ET i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
ET
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
ET
k. All side slopes stabilized with vegetated cover.are no steeper than 3:1(H:V).
ET
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed Swale or
]3T
sediment trap is provided -
in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
ET dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
ET length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
ET p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET q. Runoff in excess of the design volume bypasses ofi=line systems (bypass detail provided).
HT r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
ET s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation.once the project is complete and the entire drainage area is
stabilized.
Form SW*LJ .103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a storm%ater treatment device or stream, etc,).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments,
When the design depth reads 0.56 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system of responsible party.
Print Name and Title: J-B• Dilsheimer, vice Presideant/Member of DCNC North Carolina r, LLC
2529
Signature:
NC
Note: The ally responsible party should not be a homeowners association unless more than ,Spo/ of the lots have been sold and a
91f, dent of the subdivision has been named the president
I, a Notary Public for the State of County of
yp?!Sd do he by certify that 1-15ii/L personally appeared before me this 42-
day of W jj&y , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal. _
swr
My commission
71'a t5 M:
LOM MMM
Form SWU-103 Rev 3.99 Page 3 of 3 1_ MYomw"M BowSsPL
Wmbw- PEmnvivsmts Ae s-�afion

JAN 0 7 2019
BY: Permit No, S LJ $ (� 0 (a 08'
(to be provided by DWo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DCVO Stormwater Management Plan Review.
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name ; The Villages at Turtle Creek
Contact Person: DCNC North Carolina 2, LLc Phone Number: (910 ) 790- 9889
This worksheet applies to: Basin No. phase 1D-1 in Drainage Area in-1
(- idendfeed on plans) ft?n Form SWU--101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Dmwdown Time
Basin Dimensions
Basin, Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Loamy Fine Sand
2.55 in; hr in/hi or eflhr/sf (circle appropriate units)
24.0 fmS1 (Seasonal High Water Table elevation)
4.5 inch (1.5 inch event for SA waters, l inch event for others)
8,093 c.L
0.5 days
Varies $ x Varies ft. = 2,790 sq. f, (bottom dimensions)
9,450 c.f.
27.00 finsl
29.25 fmsl
_ 30.00 fmsl
Foam SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
ET
c. Bottom of system is at least 2 feet above the seasonal high water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not sited on or in fill material or DWQ approval has been obtained.
ET f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
ET g. Drainage area for the device is less than 5 acres.
ET h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
rr i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
ET j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off --site drainage. Calculations attached.
W k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V):
FT 1. A pretreatment device such as a catch basin, grease trap, falter strip, grassed swale or
sediment trap is provided.
ET m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
ET dense vegetative covei is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
ET o. Flow distribution mechanism within the basin is provided.
ET p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
ET r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
ET s. Plans ensure .that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.estockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.63 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to performits design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance .procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title' J.2. Dilsheimer, Vice President/Member of DCNc North Carolina I, LLC
Address--528 Independence Blvd, Suite #104, Wilmington, NC 28412
Signature: -
Note: The
fly responsible party should not be a homeowners association unless more than SO'% of the lots have been sold and a
ofrthe subdiiv�isiion has been named the president:
A
i, � 2o,�cM M M CGW�v a Notary Public for the State of VLt! 4W ounty of
do her eb certify that s-f J �>rC.Sfj 1✓d9[ personally appeared before me this
day of eUin, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my band and o icial seal: SEAL M y��
e Ci'k-e
y commission expire s !����;
OOMMONINA
l
litomas Nf.
Form SWU-t03 Rev 3.99 Page 3 of 3 t►„n

JAN 0 7 2019
BY: Permit No. c�—QLP- 0 G
(to be provided by i)WQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review;
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : :he Villages at Turtle Creek
Contact Person: DCNC North Carolina I, LLC Phone Number: ( 910 ) 790- 58.80
This worksheet applies to: Basin. No. _ phase ID-2 in Drainage Area 1D-2
(as identified on plans) (from :Form SWO-1 DI)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Loamy Fine Sand
2. SS in/hr in/hr or Cfllu/sf (circde appropriate units)
23.70 fmsl (Seasonal High Water Table edewation)
4.5 inch (1. S inch event for SA waters, I inch event for others)
17,258 c.f.
0.4 days
Varies ft X varies ft. 6,534 sq. ft. (bottom dimensions)
17,335 et
25.70 finsl
27.75. fmsl
28.75 fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

IIL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ET a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
ET b. System is located at least 100 feet from water supply wells.
ET
c, Bottom of system is at least 2 feet above. the seasonal high water table.
ET d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
ET e. System is not sited on or in fill material or DWQ approval has been obtained.
ET f System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
ET g. Drainage area for the device is less than 5 acres..
ET h. Soils have a minimum hydraulic conductivity of 0-52 inches per hour and soils report is
attached.
ET i, System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1..5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
ET j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any offsite drainage. Calculations attached.
ET k. All side slopes stabilized with vegetated cover are no steeper than 3.1(H: V).
ET 1. A pretreatment device such as a catch basin., grease trap, filter strip, grassed swale or
sediment trap is provided
ET m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
ET dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
ET o. Flow distribution mechanism within the basin is provided.
ET p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
ET q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
ET r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
ET _ s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i e. stockpiling near a stormy: ater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads o . s1 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 211.1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title. J.3. Dilsheimer, Vice President/Member of DWrC North, Carolina r, LLC
Suite #104, Wilmington, NC 28412
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
res#c�`nt of the subdivision has been named the president.
1, 04 a Notary Public for the State of �ywx tii l try4 v )k County of
oX1'rCs(!a'lt do hereby ertify that it i 5 t�f e; r {i'YZ— personally appeared before me this
day of 7 , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My commission expires _0 '•t
FormSINRev 3.99 Page 3 of 3 � onT Y0DW
My Cd vTfton E Sept.1, 2001

, � I
�1� �S�ICTIUti/J
FILED BK329OPG192
07 MIC -7 AN 10: 28
JC : ;: $i. SIMCE600D E C E I ®9ERA
ll? GN TEP OF DEEDS
PENMP counTyx JAI 011111
BY.
;SUPPLEMENTAL DECLARATION OF PROTECTIVE COVENANTS
1
FOR THE VILLAGES AT TURTLE CREEK
Prepa ' Murchison, Taylor & Gibson, PLLC
16 North Fifth Avenue, Wilmington, NC 28401
STATE OF NORTH CAROLINA
COUNTY OF PENDER '
'Ills SUPPLEMENTAL MCLARATIO�T OF PRO C7IVE COVENANTS FOR
THE VILLAGES AT TURTLE CREEK 1s.made this day of 2007,
by DCNC NORTH CAROLINA I, )G.L.C.. a North Carol' limited liability company
("DECLARANT").
WHEREAS, the DECLARANT herdofore executed that certain Master Declaration
of Protective Covenants for The Villages at Turtle Credo and caused the same to be t pco*d in Book
302+9, Page 10. el aeg., in the Ponder Courtly Registry (hcminaiter, the ".Protective Coveaantsr),
WHMkFAS, in firm I I.S of the Protective Covenants, the DECf ARANT
subjected the Property (as defined in the Protective Covenants) to the State of North Carolina rules
and regulations covering stormwater run4 as tbeae..toles and rtgttlations ate amended from time to
time;
WHEREAS, in Seeon 8.4 and Section 15.3 of the Protective Covenants, the
DECLARANT reserved the right to emend the Protective Covenants and subject the Property to
additional covenants and easements,
WHEREAS. in connection with State StommAw Management Pemtlt Number SW8
051025 acquired by the.. Association hero the Division of Water Quality (" DWQ'0 under NCAC
211.I000, I)WQ is tequirift that the Protective Covenants be amended to Include the rules .and
regulations provided In this Supplemental Declaration;
NOW THEREFt M in accordance with its rights under Sian 8.4 and Section 0.3
Of .the Protective Covenants, the DECLARANT does liereby amend the Psl k&ive Cmenamts as
follows:
I. Article 1 I. Section 11.6 is hereby deleted in its entirety and is replaced with the
frllowing text;
"11.6 a4ffWNiAKAYncriL . All Units shall be subject to the State of North Carolina rules and
-regulations concerning Aormwater runoff' as these rules are amended from time to time. Without
limiting fire foregoing, DiCI.ARANT hereby reserves the right to impose additional restrictions
upon the Properties as and to the extent required by the. terms of the stomtwater pemill(s) for The
Villages at Turtle Creek as issued by the State ofNorth Carolina. Such additional .restrictions may be
imposed by DECLARANT by the recording of a Supplemental Declamtion, and no joinder or
consent of the Association or any other Owner or Person shall be required on such Supplemental
Declaration. These regulations, wh'nch apply to ail of the real property described in Exhibit A and
are subject to revision as to any Future Development Property, currently provide:
69256

OX329OPG193
(a) The following covenants in this Section 11.6 am intended to ensure ongoing
compliance with State Stormwater Management Permit Number SW8 060608 as issued by the
Division of Water Quality under NCAC 2H.1000.
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
(c) These covenants are to run with the land and be binding on all persons and parties
claiming under there.
(d) The covenants pertaining to stormvrater may not be altered or rescinded without the
express written consent ofthe State of North Carolina, Division of Water Quality.
(e) Alteration of the drainage as shown on the approved plans may not take place without
the concurrence ofthe Division of Water Quality.
M The maximum built -upon area ("Max 13UA') per lot is as follows:
'J:tisiiEa
�.� 0.A
~ '� �; �8U�1 ".1' #�
:. ldait BUA
:ibt,:
-:, Rllt+ii t3 ',
1
2
Alp 1s
3,731
31 3_659 4$
4178
t11
418.7
4162 17
3 t395 .
32 3 ti33 47
4165
tlt
4189
9
4167 1B
3,676
33 3 SM 40
�1149
63
4187
4
4162 19
4211
34 3.601 49
4 2a
64
4,10..6
1.
6
4,300 20
41i16 21
.4 26.9
4 350
35 $ 699 60
36
4145
t35
4187
7
3 868 . 22
4161
4.161. 'i1
V 4 4$0 6Z
41b
4161
66
87
4181
3,t3it8 23
41135
38 3 849 63
4167
ti8.
4.187
4187
9
40
3 7 84
3,607 NIA
4162
WA
39 3
40 4 O. 2 53
4 SS9
4 t47
39
2'0
41t33
11
3,617 NIA
41 4 087 6b
4 Mitt
71
4,186
41$6
12
41vt3 27
3 661
42 4 007 67
4163
73
4 82
4
14
3 t392 28
3
3 672
43 3 9 68
.
4 21.3:
711.
4 288
7713 29
3 t-8
4iF 4128 1 Go
4.263.
WA
NIA I
15
3,691 30 1
3,864.1
46 4A26 1 .60
4182
N!A
N22
This aDottxd amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front Iot line and the edge of the
Pavement. Bulk upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
Stone, slate, coquina afd parking areas, but does not include raised, open wood decking, or the water
surface of3vrinming pools,
(g) Ali runoff on the lot mot drain into the permitted system. This may be accomplished
*mush providing roof drain gutters which drain to the street, grading the lot to drain toward the
street, or grading pedructer swales and directing them into the pond or the street. Lots that will
naturally drain into the system are not required to provide these additional measures,
(h) Built -upon area in excess ofthe permitted amount will require a permit modification.
4. DECLARANT hereby retains and shall shall have the unilateral right, by
Supplemental Declaration, to amend the Protective Covenants as DWQ shall reasonably require in
connection with stonnwater management permits applicable to the Property (including, without
limitation, the imposition of rules or restrictions that DwQ may require in connection with the
annexation of additional property into the scheme of these Protective Covenants).
5. DECLARANT reserves the right to transfer the Stormwater Management Permit and
the responsibility for maintenance of the stoima,eter funofi' ustern and facility to The Villages at
Tuttle Creek Homeowners Association, Inc. (the "Association'). At the time of such transfer, the
A330e iatiui, shall accept conveyance and transfer of the Stormweter Permit and carry out and abide
by the duties and obligations Contained therein.
6. DECLARANT, being the owner or having all of the rights in and to the Property,
hereby declares that the Property shall be held, sold, and conveyed subject to the Protective
Covenanrts, as amrnended by this Supplemental Declaration, which covenants shall run with title to the

6I3290PG194
Property and shall be binding on all parties having any right, title, or interest in the described
Property or any pad thereof, and shall inure to the benefit of each owner thereof.
EXCEPT AS AlaEMED HEREIN, $re Protmove Covenants shall be and remain in full
force and effect.
DCNC NORTH CAROLINA, I. L.L.C.
By: Dilsheimer Communities of North Carolina,
L.L.C., its stile manager
By.
• . Vice President
STATE OF
COUNTY OF
hereby ��' 4 t.), 7 V � � a Notary Public of said County and State, do
y �' r&D_ ,� .ffw- personally appeared before me this day and
acknowledged that that he is the Vice President of Dilsheimer Communities of North Carolina,
L.L.C., a North Canoliho limited liability company that is the sole manager of DCNC NORTH
CAROLINA I, L.L.C., a North Carolina limited liability company (the "Company"] and that by
authority duly given, he executed the foregoing instrument on behalf of and as the act of the sole
manager of the Company.
WI INESg my Gana and official stamp or seal, this —Lday of .%%j Ufi . 2007.
My Commission Expires:
7 Notary Public
NpFft N AM$4VMa
��l. P+AaD
ttt�t�► �tn�t�
g'•+,
r1'y��I,t a i
64986

I��S� �a�tl� l!lIS�ldllll�l�l ��I� r� 1611 ®108®
Faye Ttaahey Prevatta PROP
Pander County, NC Ra�istar of Deeds papa 1 of 5
AMENDED AND RESTATED SUPPLEMENTAL DECLARATION
OF PROTECTIVE COVENANTS
R PIIASE 2 OF THE VILLAGES AT TURTLE CREED
Prepared By: arker Poe Adams & Bernstein LLP (DWB)
Three Wells Fargo Center
401 S. Tryon Street, Suite 3000
Charlotte, NC 28202
After Recording Mail to: Redus NC Coastal, LLC
c/o Wells Fargo Bank
8540 Colonnade Ctr. Dr., Ste. 111
MAC D0221-010
Attu: Christopher S. Williard
STATE OF NORTH CAROLINA
COUNTY OF PENDER
This SUPPLEMENTAL DECLARATION OF PROTECTIVE COVENANTS
FOR PHASE 2 OF THE VILLAGES AT TURTLE CREEK (this "Supplemental Declaration for
Phase 2") is made as of December -T!, 2011, by REDUS NC COASTAL, LLC, a Delaware
limited liability company CDECLARANT").
WITNESSETH:
WHEREAS, the predecessor -in -interest to DECLARANT entered into the Master
Declaration of Protective Covenants for The Villages at Turtle Creek, dated August 16, 2006 and
recorded in Book 3029 at Page 10 of the Register of Deeds for Pender County (the "Registry',
as supplemented and amended from time to time (collectively, the "Protective Covenants");
WHEREAS, in Section 11.6 of the Protective Covenants, the DECLARANT
subjected the Property (as defined in the Protective Covenants) to the State of North Carolina
rules and regulations covering stormwater runoff, as these rules and regulations are amended
from time to time;
WHEREAS, in Section 8.4 and Section 15.3 of the Protective Covenants, the
DECLARANT reserved the right to amend the Protective Covenants and subject the Property to
additional covenants and easements;
PPAB 1902744v2
5

ILI![plllgTePtt3'piwer Ceu;ty, of s pale 2 of S
WHEREAS, the predecessor in -interest to DECLARANT amended the Protective
Covenants to include the rules and regulations provided for in the Supplemental Declaration of
Protective Covenants for the Villages at Turtle Creek, dated July 212007 and recorded in Book
3290 at Page 192 of the Registry (the "Supplemental Declaration");
WHEREAS, Lots 46 through 73 of the Property (collectively, the "Phase 2 Lots')
and certain lands adjacent to such Lots (collectively with the Phase 2 Lots, "Phase 2") were
replaced on the Final Plat for Turtle Creek Phase 2, dated February 24, 2011 and recorded in
Map Book 52 at Page 138 of the Registry; and
WHEREAS, in connection with State Stormwater Management Permit Number
SW8 060608, acquired by the Association (as defined in the Protective Covenants) from the
Division of Water Quality ( `DWQ"} under NCAC 211.1000, DWQ is requiring that the
Protective Covenants be amended to include the rules and regulations provided in this
Supplements] Declaration for Phase 2.
NOW THEREFORE, in accordance with its rights under Sect 9.4 and
eWon 5.3 of the Protective Covenants, DECLARANT does hereby amend the Protective
Covenants as follows with regard to Phase 2, Including the Phase 2 Lots:
1. Article 1 I Section 11.6 is hereby deleted in its entirety and is replaced with the
following text:
N 1.6 Stormwater Run -Off. All Phase 2 Lots shall be subject to the State of North Carolina rules
and regulations concerning stormwater runoff as these rules are amended from time to time.
Without limiting the foregoing, DECLARANT hereby reserves the right to impose additional
restrictions upon the Properties (as defined in the Protective Covenants) as and to the extent
required by the twu of the stormweter permits) for The Villages at Turtle Creek as issued by
the State of North Carolina. Such additional restrictions may be imposed by DECLARANT by
the recording of a Supplemental Declaration, and no joinder or consent of the Association or any
other Owner or Person shall be required on such Supplemental Declaration. These regulations,
which apply to all of the real property comprising Phase 2 .and are subject to revision as to any
Future Development Property (as defined in the Pwtw ive Covenants), currently provide:
(a) The following covenants in this Section 11.6 are intended to ensure ongoing
Qoxr►PHOM with State Stormwater Management Permit Number SWS 060608 as issued by DWQ
under NCAC T15A 02H.IU00 (as mended and reissued from time to time, the "Storrnwater
Management Pormits").
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permits.
(+c) These covenants are to run with the land and be binding on all persons and parties
claiming under them.
(d) The covenants pertaining to stornwater may not be altered or rescinded without
the express written consent of the State of North Carolina, DWQ.
(e) Alteration of the drainage as shown on the approved plans may not take place
without the concurrenme of DWQ.
(f) The maximum built -upon area ("Max BUR) per Phase 2 Lot is as follows.
PPAB 19M7442 2

ul�l ll�l lll� II I � Il l�l� 12-ft_29„
r Cos+ty, ris0lsle� of Fob Tea hsy Prevatte SOP
Deeds Pam 3 of 5
Lot #
Max BUA
Lot #
Max )QUA
46
4,176
61
4,187
47
4,165
62
4,189
48
4,149
63
4.187
49
4 226
64
4,195
50
4145
65
4,187
51
4,152
66
4.197
52
53
4,151
4,151
67
68
4,187
4,187
54
4.151
f9
4,183
55
56
4147
4166
70
71
4 186
57
4,165
72
4,232
58
4,213
73
42$9
59
4,253
N/A
N/A
60
4,1.89
N/A
N/A
This allotted amount includes any built -upon area constructed within the Phase 2 Lot
property boundaries, and that portion of the right -of --way between the front Phase 2 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.
(g) All runoff on the Phase 2 Lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street, grading the Phase 2
Lot to drain toward the street, or grading perimeter swales and directing them into the pond or
the street. Phase 2 Lots that will naturally drain into the system are not required to provide these
additional treasures.
(h) Built --upon area in excess of the permitted amount will require a permit
modification.
2. DECLARANT hereby retains and shall have the unilateral right, by Supplemental
Declaration, to amend the Protective Covenants as DWQ shall reasonably require in connection
with stornwater management permits applicable to the Property (including, without limitation,
the imposition of rules or restrictions that DWQ may require in connection with the annexation
of additional property into the scheme of these Protective Covenants).
3. DECLARANT reserves the right to transfer the Stormwater Management Permits
and the responsibility for maintenance of the stormwater runoff system and facility to the
Association. At the time of such transfer, the Association shall accept conveyance and transfer
of the Stormwater Permits and carry out and abide by the duties and obligations contained
therein.
4. DECLARANT, being the owner or having all of the rights in and to Phase 2,
hereby declares that Phase 2 shall be held, sold, and conveyed subject to the Protective
Covenants, as amended by this Supplemental Declaration for Phase 2, which covenants shall run
with title to Phase 2 and shall be binding on all parties having any right, title, or interest in Phase
2 or any part thereof, and shall inure to the benefit of each owner thereof
PPAB 1902744v2

IIIE1111111111111Jill III IIIismPrevatte
1a-0B-20.
16:21:88.00@ondsr County, NC R0918 r of Dos e 4 oPROP
EXCEPT AS AMENDED HEREIN, the Protective Covenants shall be and remain in full
force and effect.
[REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY. SIGNATURE AND
NOTARY ACKNOWLEDGEMENT APPEAR ON THE NEXT PAGE.]
PPAB 1902744v2 4

1P
Q1111;gigtquliptill Syr aecy P syat�'�� of
Piss P 5
REDUS NC COASTAL, LLC,
a Delaware limited liability company
By: REDUS PROPERTIES, INC.,
a Delaware corporation,
its Member d ,age
B.
Title:�� WPresident
STATE OF NORTH CAROLINA
COUNTY OF &4 4
I, 1- 1, �i"r'� , a Notary Public of IJ
County, Sta of North Carolina, certify that ,,r r: ,Y :�- L IZO . d , (the "Signatory"),
personally came before me this day and acknowledged that he/she is . V iee President of
REDUS PROPERTIES, INC., a Delaware corporation, Member and Manager of REDUS NC
COASTAL, LLiC, a Delaware limited liability company, and that he/she, in such capacity and
being authorized to do so, executed the foregoing on behalf of the corporation in such capacity.
I certify that the Signatory personally appeared betbrre me this day, and
check one of the following)
`�r(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of:
(check one of the following)
_ a driver's license or
in the form of ); or
(a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me that he/she voluntarily signed the foregoing
instrument for the purpose stated and in the capacity indicated.
Witness my hand and official stamp or seal this 2 ^' day of December, 2011.
'jpri 1
I�Notary Public
' ;fo
/��s��� [Note. Notary Public must sign exactly as on notary seal]
N Print Name-
±,
ate,► imp
Im
4 1' My Commission Expires: S Y - ajoild
4P iio 'a [NOTARY SEAL] (MUST BE FULLY LEGIBLE)
C��18 � ♦�:
yy
PPAB 19027442

1Cf tvN S
�cst5
-!! D OK329OPG 192 -ate
07 UG - 7 AM to: 28 . a�- rib
JC':ti.E M-SWICEGOOD Flo 3 ',r
1EGISTER OF DEEDS •�'�
PENDEF COUNTY, NC
SI;i ^i, NIc^'.`i TAB, BECLrsiiviii3N iii� PitiiiiiiY'1%E COVENANTS
/ F'OR'THE VILLAGES AT TURTLE CREEK
Prepa Murchison, Taylor & Gibson, PLLC
16 North Fifth Avenue, Wilmington, NC 28401
STATE OF NORTH CAROLINA f
COUNTY OF PENDER
This SUPPLEMENTAi.. DFCLARATIOF PROT CTTVE COVENANTS FOR
I ! IE 1 1l 1.�.Ci1::S A :i".T i.�(O'LE CRE1 F; is made this-NWTday of 2007,
try DCNC NORTH CAROLiNA I, L.L.C., a North Caroli limited liability company
("DECLARANT').
WHEREAS, the DECLARANT heretofore executed that certain Master Declaration
of Protective Covenants for The Villages at Turtle Creek and caused the same to be recorded in Book
3029, Page 10, et seq., in the Pender County Registry (hereinafter, the "Protective Covenants");
WHEREAS, in Section 116 of the Protective Covenants, the DECLARANT
subjected the Property (as defined in the Protective Covenants) to the State of North Carolina rules
and regulations covering stormwater runoff, as these rules and regulations are amended frorn time to
time;
WHEREAS, in Section S. and Section 15.3 of the Protective Covenants, the
DECLARANT reserved the right to amend the Protective Covenants and subject the Property to
additional covenants and easements;
WHEREAS, in connection with State Stormwater Management Permit Number SW8
051025 acquired by the Association from the Division of Water Quality ("DWQ') under NCAC
211.1000, DWQ is requiring that the Protective Covenants be amended to include the rules and
regulations provided in this Supplemental Declaration;
NOW THEREFORE, in accordance with its rights under Section S. and Se 'on 15.3
of the Protective Covenants, the DECLARANT does hereby amend the Protective Covenants as
follows:
1. Article l I Section 11.6 is hereby deleted in its entirety and is replaced with the
following text:
"11.6 Stormwater Run -Oft: All Units shall be subject to the State of North Caroiina rules and
regulations concerning stormwater runoff as these rules are amended from time to time. Without
limiting the foregoing, DECLARANT hereby reserves the right to impose additional restrictions
upon the Properties as and to the extent required by the terms of the stormwater permit(s) for Dm
Villages at Turtle Creek as issued by the State of North Carolina. Such additional restrictions may be
imposed by DECLARANT by the recording of a Supplemental Declaration, and no joinder or
consent of the Association or any other Owner or Person shall be required on such Supplemental
Declaration. These regulations, which apply to all of the real property described in Exhibit A and
are subject to revision as to any Future Development Property, currently provide:
69256

OK329OPG 193
(a) The following covenants in this Section 11.6 ate intended to ensure ongoing
compliance with State Stormwater Management Permit Number SW8 060608 as issued by the
Division of Water Quality under NCe4C 2H.1000.
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stoumwater Management Permit.
(a) These covenants are to run with the land and be binding on all persons and parties
claiming under them.
(d) The covenants pertaining to stormwater may not be altered or rescinded without the
Cx7cm written consent of the State of North Carolina, Division of Water Quality.
(a) Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality. J°
M The maximum built -upon area ("Max BUX) per lot is as follows:
o .�'
= " �°t3u
1
4152
1s
3,731
31
3.659
46
4176
11
4187
2
4152
17
3,695
32
3 633
47
4,165
62
4189
3
4152
18
3,676
33
3 602
48
4149
63
4187
4
4162
19
4,211
34
3,601
49
4 26
64
4,195
5
4 300
20
4 269
35
3,699
50
4145
95
4.187
6
4186
21
4350
38
4151
51
4,152
s6
4187
7
3,668
22
4161
37
4 480
5Z
4151
87
4187
8
3.608
23 _
4,165
38
3 849
53
4151
88
4187
9
3,607
24
4162
39
382
54
4151
69
4183
10
3,607
WA
WA
40
4.022
55
4147
70
4186
11
3.617
NIA
WA
41
4 265
5s
4166
71
41a6
12
4156
27
3,861
42
4,087
67
4165
72
4.232
13
3.692
28
3,872
43
3,829
5s
4,213
73
4.289
14
3 776
1
29
3,688
44
4128
59
4,253
WA
WA
15 1
3.691
30
3,654
45
4,425
60
4189
NIA
NIA
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.
(g) All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters which drain to the street grading the lot to drain toward the
street, or grading perimeter swales and directing them into the pond or the street Lots that will
naturally drain into the system are not required to provide these additional measures.
(h) Built -upon area in excess of the permitted amount will require a permit modification.
4. DECLARANT hereby retains and shall shall have the unilateral right, by
Supplemental Declaration, to amend the Protective Covenants as DWQ shall reasonably require in
connection with stormwater management permits applicable to the Property (including, without
limitation, the imposition of rules or restrictions that DWQ may require in connection with the
annexation of additional property into the scheme of these Protective Covenants).
5. DECLARANT reserves the right to trans-fer the Stormwater Management Permit and
the responsibility for maintenance of the stormwater runoff system and facility to The Villages at
Turtle Creels Homeowners Association, Inc. (the "Association"). At the time of such transfer, the
Association shall accept conveyance and transfer of the Stormwater Permit and carry out and abide
by the duties and obligations contained therein.
6. DECLARANT, being the owner or having all of the rights in and to the Property,
hereby declares that the Property shall be held, sold, and conveyed subject to the Protective
Covenants, as amended by then Supplemental Declaration, which covenants shall nun with title to the
649M 2

BuR3290PG 194
Property and shall be binding on all parties having any right, title, or interest in the described
Property or any part thereof, and shall inure to the benefit of each owner thereof.
EXCEPT AS AMENDED HEREIN, the Protective Covenants shall be and remain in full
force and effect.
DCNC NORTH CAROLINA, I, L.L.C.
By: Dilsheimer Communities of North Carolina,
L.L.C., its sole manager
By: A#
Vice President
STATE OF
COUNTY OF
I, l�n r c4 a Notary Public of said County and State, do
hereby certify that�l_[;,�. en,er personally appeared before me this day and
acknowledged that that he is the Vice President of Dilsheimer Communities of North Carolina,
L.L.C., a Notch Carolina limited liability company that is the sole manager of DCNC NORTH
CAROLINA I, L.L.C., a North Carolina limited liability company (the "Company") and that by
authority duly given, he executed the foregoing instrument on behalf of and as the act of the sole
manager of the Company,
WITNESS my hand and official stamp or seal, this L' day of Cgeert-� 2007.
MymComission Expires:
p
/' /L/a 1-
-� a t��..Q.�c�
Notary Public
tN� VAM—
,��p�$EAL P1149e
A Vp,LLERAS.Nota�Y
1Aesgn T'xp•. � 4 � .
IA Ccmm��'t;xp,tes
t
64986

I�EEp iWS-7Q�ci (OAt S
L4n5
. )A6, '13
Illlllll lilll l lllllll lfl l lllll l 111 ,� me zm„
D��� fUL1L 1a:zi ae.emm
Render County, NC Register of Deeds Teachey, Prevatte PROP
page 1 of S
AMENDED AND RESTATED SUPPLEMENTAL DECLARATION
OF PROTECTIVE COVENANTS
rR PHASE 2 OF THE VILLAGES AT TURTLE CREEK
Prepared By: arker Poe Adams & Bernstein LLP (DWB)
Three Wells Fargo Center
401 S. Tryon Street, Suite 3000
Charlotte, NC 28202
After Recording_ Mail to: Redus NC Coastal, LLC
c% Wells Fargo Bank
8540 Colonnade Ctr. Dr., Ste. 111
MAC D0221-010
Attn: Christopher S. Williard
STATE OF NORTH CAROLINA
COUNTY OF PENDER
"s SUPPLEMENTAL DECLARATION OF PROTECTIVE COVENANTS
FOR PHASE 2 OF THE VILLAGES AT TURTLE CREEK (this "Supplemental Declaration for
Phan') ide as of December, 2011, by REDUS NC COASTAL, LLC, a Delaware
limited habiuty company ("DECLARANT").
WTTNESSETH:
WHEREAS, the predecessor -in -interest to DECLARANT entered into the Master
Declaration of Protective Covenants for The Villages at Turtle Creek, dated August 16, 2006 and
recorded in Book 3029 at Page 10 of the Register of Deeds for Pender County (the "Registry"),
as supplemented and amended from time to time (collectively, the "Protective Covenants');
WHEREAS, in Section 11.6 of the Protective Covenants, the DECLARANT
subjected the Property (as defined in the Protective Covenants) to the State of North Carolina
rules and regulations covering stormwater runoff, as these rules and regulations are amended
from time to time;
WHEREAS, in Section 8.4 and Section 15.3 of the Protective Covenants, the
DECLARANT reserved the right to amend the Protective Covenants and subject the Property to
additional covenants and easements;
PPAB 19027442
S

12-201
16c-M21 81000
II I I) I II �I I I II II I � II I I Register I llTeaoF+eY2 of 5 tte PROP
Pender� County, f Duds pale
WHEREAS, the predecessor -in -interest to DECLARANT amended the Protective
Covenants to include the rules and regulations provided for in the Supplemental Declaration of
Protective Covenants for the Villages at Turtle Creek, dated July 212007 and recorded in Book
3290 at :'age 192 of the Registry (the "Supplemental Declaration');
WHEREAS, Lots 46 through 73 of the Property (collectively, the "Phase 2 Lots')
and certain lands adjacent to such Lots (collectively with the Phase 2 Lots, "Phase 2') were
replaced on the Final Plat for Turtle Creek Phase 2, dated February 24, 2011 and recorded in
Map Book 52 at Page 138 of the Registry; and
WHEREAS, in connection with State Stormwater Management Permit Number
SW8 060608, acquired by the Association (as defined in the Protective Covenants) from the
Division of Water Quality ("DWQ") under NCAC 2H.1000, DWQ is requiring that the
Protective Covenants be amended to include the rules and regulations provided in this
Supplemental Declaration for Phase 2.
NOW THEREFORE, in accordance with its rights under Section 8.4 and
Section 15.3 of the Protective Covenants, DECLARANT does hereby amend the Protective
Covenants as follows with regard to Phase 2, including the Phase 2 Lots:
1. Article 11, Section 11.6 is hereby deleted in its entirety and is replaced with the
following text:
"t t _6 Stormwater Run4)9- All Ph= 2 Lats shall be subject to the State of North Carolina rules
and regulations concerning stormwater runoff as these rules are amended from time to time.
Without limiting the foregoing, DECLARANT hereby reserves the right to impose additional
restrictions upon the Properties (as defined in the Protective Covenants) as and to the extent
required by the terms of the stormwater permit(s) for The Villages at Turtle Creek as issued by
the State of North Carolina Such additional restrictions may be imposed by DECLARANT by
the recording of a Supplemental Declaration, and no joinder or consent of the Association or any
other Owner or Person shall be required on such Supplemental Declaration. These regulations,
which apply to all of the real property comprising Phase 2 and are subject to revision as to any
Puture Development Property (as defined in the Protective Covenants), currently provide:
(a) The following covenants in this Section 11.6 are intended to ensure ongoing
compliance with State Stormwater Management Permit Number SW8 060608 as issued by DWQ
under NCAC T15A 0211.1000 (as amended and reissued from time to time, the "Stormwater
Management Permits').
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permits.
(c) These covenants are to run with the land and be binding on all persons and parties
claiming under them.
(d) The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, DWQ.
(e) Alteration of the drainage as shown on the approved plans may not take place
without thhe concurrence of DWQ.
(f) The maximum built -upon area ("Max BUA'J per Phase 2 Lot is as follows:
PPAB 19M7442 2

111 IIJI1LJ![tJ!JIIJIJII1111111 a �/j7 A ,2-®8_381,it MI,1 16:21:niler NC Register of Faye
Teachsy Prevatte PROP
pale 3 of 5
Lot #
Max BUA
Lot #
Max BUA
46
4,176
61
4,187
47
4,165
62
4,189
48
4,149
63
4,187
49
4,226
64
4,195
50
4,145
65
4,187
51
4,152
66
4 187
52
4,151
67
4,187
53
4,151
68
4,187
54
4.151
69
4,183
55
4,147
70
4,186
56
4,166
71
4,186
57
4,165
72
4,232
58
4,213
73
4,289
59
4,253
N/A
N/A
60
4,189
N/A
N/A
This allotted amount includes any built -upon area constructed within the Phase 2 Lot
property boundaries, and that portion of the right-of-way between the front Phase 2 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.
(g) All runoff on the Phase 2 Lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street, grading the Phase 2
Lot to drain toward the street, or grading perimeter swales and directing them into the pond or
the street. Phase 2 Lots that will naturally drain into the system are not required to provide these
additional measures.
(h) Built -upon area in excess of the permitted amount will require a permit
modification.
2. DECLARANT hereby retains and shall have the unilateral right, by Supplemental
Declaration, to amend the Protective Covenants as DWQ shall reasonably require in connection
with stormwater management permits applicable to the Property (including, without limitation,
the imposition of rules or restrictions that DWQ may require in connection with the annexation
of additional property into the scheme of these Protective Covenants).
3. DECLARANT reserves the right to transfer the Stormwater Management Permits
and the responsibility for maintenance of the stormwater runoff system and facility to the
Association. At the time of such transfer, the Association shall accept conveyance and transfer
of the Sto.-nwater Permits and carry out and abide by the duties and obligations contained
therein.
4. DECLARANT, being the owner or having all of the rights in and to Phase 2,
hereby declares that Phase 2 shall be held, sold, and conveyed subject to the Protective
Covenants, as amended by this Supplemental Declaration for Phase 2, which covenants shall run
with title to Phase 2 and shall be binding on all parties having any right, title, or interest in Phase
2 or any part thereof, and shall inure to the benefit of each owner thereof.
PPAB 19027402

841P@215 ;e_ s'
•1111111111111111111111 ILIII III III Fa spachey Prevatte PROP
Pander county, NCister of 0e da page 4 of 5
EXCEPT AS AMENDED HEREIN, the Protective Covenants shall be and remain in full
force and effect.
[REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY. SIGNATURE AND
NOTARY ACKNOWLEDGEMENT APPEAL ON THE NEXT PAGE.]
PPAB 19027442 4

IIIIIIIIIIIIIIIIIIHIIIIIII iNll Ilill 12 0B-Z0,1
84�� P0Z�6 ,e-z, :3e.0N
Pender County, NC Register of Deeds7ea page
Prevatte PROP
page 5 of 5
REDUS NC COASTAL, LLC,
a Delaware limited liability company
By: REDUS PROPERTIES, INC.,
a Delaware corporation,
its Mem d 40
snag
B.
apse: .�� i v
Title:!/ .President
STATE OF NORTH CAROLINA
COUNTY OF g 10 Ag�e_
I, 1'I or ' L , iy* r , a Notary Public of 11 a ke-
County, Stadof North Carolina, certify that r t: _ c S . 6 1111•. e-d , (the "Signatory"),
personally came before me this day and acknowledged that he/she is V I CA President of
REDUS PROPERTIES, INC., a Delaware corporation, Member and Manager of REDUS NC
COASTAL, LLC, a Delaware limited liability company, and that he/she, in such capacity and
being authorized to do so, executed the foregoing on behalf of the corporation in such capacity.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of -
(check one of the following)
a driver's license or
in the form of ); or
(a credible witness has swom to the identity of the Signatory).
The Signatory acknowledged to me that he/she voluntarily signed the foregoing
instrument for the purpose stated and in the capacity indicated.
Witness my hand and official stamp or seal this 7 01� day of December, 2011.
Notary Public
[Note: Notary Public twat sign exactly as on notary seal]
Print Name: 1&ne l L . kt wrs
My Commission Expires:. ,S " �i oiiii de
-10 [NOTARY SEAL] (MUST BE IFULLY LEGIBILE)
PPAB 1902744v2

M
Johnson, Kelly
From: Burd, Tina J
Sent: Tuesday, March 12, 2019 10:15 AM
To: Johnson, Kelly
Subiect: FW: [External] Re: SW8 060608 - The Villages at Turtle Creek Phases I and II
Scott's email is in the cc.
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
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed io third parties.
From: [e-mail] [mailto:[e-mail]]
Sent: Tuesday, March 12, 2019 9:42 AM
To: Burd, Tina J <Tina.Burd @ncdenr.Gov>
Cc: [e-mail]; Scott Dulebohn <[e-mail]>
Subject: [External] Re: SW8 060608 - The Villages at Turtle Creek Phases I and II
IernaI email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
�10mPric-P,ov_
Hey Scott,
Please see below
Elizabeth Parker
Owner/Operator
Atlantic Shores Management
https://www.atianticshoresmanagement.com
https://www.facebook.com/AtlanticShoresManagement

9i0-270-9975
On Tue, Mar 12, 2019 at 9:15 AM Burd, Tina J <Tina.Burd&cdenr.gov> wrote:
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater
Section) accepted the Stormwater Permit Transfer Application and $505.00 fee for the subject project on
March 12, 2019. The project has been assigned to Kelly Johnson and you will be notified if additional
information is needed. Please be advised that the construction of built -upon area may not commence until the
Stormwater Permit is issued.
The application did not reflect an email address for the applicant, Scott Dulebohn. Please provide an email
address for the owner (per 15A NCAC 02H. I 042(2)(a)(vii) & (xi)) so that we can notify him/her of this
status.
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
r

1
v oject Name: `
Project County/Location:
Rule(s): FM2017 Coastal
App 'cation Completeness R�efota s Checklist
Date Delivered to WIRO:
BIMS Received/Accepted Date:
*BIMS Acknowledged Date:
Coastal II 111995 Coastal
Permit Action: New / Major Mod / Minor Mod / Renewal / Transfer
Permit Type: HD / LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
'X�A Type(s):
Developmera6, Type: Commercial / Residential / Other
Subdivided?: Subdivision or Single Lot
iversal
**Hew Permit: ##:
,1988 Coastal
Existing Permit ##:
��PE Cert on File?
Offsite to SW8:
L—IMaster PE Cert on File?
For New or Transferred Permits Permit -tee is: Stream Class:
Property Owner(s) MDeveloper FiLessee Purchaser ❑HOA EISA Map F_1ORW Map
Paperwork Emailed Engineer on:
MSupplement(s) (1 original per BMP)
MO&M with correct/original signatures (1 original per BMP except LSIVFS and swales)
Application with correct/original signatures
Corp or LLC:S_ig. Auth. per SoS or Signature Authorization letter or report
M$505 (within 6mo) Check#(s): F-1No Fee
Soils Report: w/SHWT or General Report
Calculations (signed/sealed)
Deed Restrictions, if subdivided:
**Signed & Notarized Template
"Recorded Covenants
Recorded Plats
Project Narrative
MUSGS Map
Plans
1:12 Sets
Vicinity Map
❑Legend
FIDA Maps
Existing Conditions
Grading
Dec.
1350% or more Lots Sold List
Rest.
Email Address: Design Engineer
Email Address: Property Owner
Deed
Email Address: Lessee
Lease Agrees?gent
f Email Address: Purchaser
a Purchase Agreement
_JiEmail Address: Developer
LyEmaii address Representative
r+
Wetlands: Delineated or No Wetlands
Project Boundaries
Layout (proposed BUA dimensions)
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc
Landscape Plan
PE Seal
41
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged pate on this Sheet
**FOR NEW Projects -Enter New Permit # on
Supplements & Deed Restiction Templates.
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 2018 03 13

a,
L L �
W ai ++
aJ C C
c 3 v
cO L L aQi
w a aJ c a) O.
c a
a� ai +� s E a)o i v L; a
Ln
d J W 0
W a dA _
N a
N 4J a)to
w Ln a) a)
L L L a L (6 L L
a a a a L a a
m•
m �
j ❑ ❑ U ❑ U LU
1111 0 D 00
3 �
N O
C a1
O
L. O
W
C +'
ba J N
C al
v O LL
cu a m O
N Z
m L
O
W m �
cu
7
4 a
L!
Q �
C A
Ln C
tu
Y L O
c
o a
dC 7 'vf
G m jp H L •d
a]
bo
O. — `. aJ
4- Y "O
C C 3
tv O
O _ U h--
u Ou _
- -i � c 3
c o� c '- 0 u
C L
aJ a O O O p w
a a ej
L 3 p 3 ) m cc
a a o CL u o u
O vl p ca a)
CL
CL ❑❑0 DL700
L
cu 06
ro �
O.
H E
O
O U CN
L Y C
10
O al
Z >O
06 u
-0 H -a
(U cu
C U "a
O aJ
u w
Ln
0
U
ai
V
no
c
v
CID
d
m
vi
t Y
c
3
ro �
a)
V)
C
O O _0
Z Zn `-
c u
L O C C_
m
a `^
al 7, al
m m a v -0 �_
N tangy U C
aJ -O O vi m
�CL
O r
L
CO a ° a
mu = `" in m
Y a1 O m O In
NLu
CL J J a.
000000
C
O
CL
cm c
C O
in U
CL oA oA
N i
C N J 0 W C7
CL
000000
aJ
W c
= O
Ln f
ro
E Q.
L
O a FW
v
+, c
fII ai O
Z 't;
y Wc-1 +�
-O C �
W w w
O t�� N
C N 0
Y 'O
U p�
`n c
� w a
Cc Z E
L = a)
v
C 0 CL
Q.
w * �
�If •IF (/1
62
W
W
W
w
0
tA
W
O
Z
LU
a
Z
1%
W
W
LU
W
w

JECIElvis
VTC HOA BOARD MEETING MAN 11 2019
November 16, 2017 By
6:00 pm
Meeting called to order at 6:OOPM by John Gallagher. Meeting minutes approved.
Old business:
JOHN GALLAGHER: Gave a board report and speech for his years served at VTC.
SPRINKLER LEAK: Fixed
POOL: Gate was fixed and tile repaired - Maintenance
STORM DRAIN: Retention Ponds
New Business:
COASTAL CAROLINA: Nick Garner discussed current situation with retention ponds. Monthly
cost of $525 once ponds are turned over to VTC. Warranty of 1 year on their work. No
scheduled inspections. State will not sign over until inspection is passed.
SURF CITY OFFICER: Informed community of their work and issues in the local area.
GO MANAGEMENT: Gary Owens presented 2018 budget for a vote. Vote was turned down
and VTC will use current budget until new budget is presented.
NEW BOARD MEMBERS: Thank you John Gallagher and Barbara Langdon for your years of
dedicated service to the VTC Community. President — Scott Dulebohn, Vice President — Emily
Law, Secretary — Lesile McCotry, Treasurer — Shannon Udler, Member at Large — John Cruz
Gliddens
NEXT MEETING: will be Tuesday, December 19th at 6pm.
Meeting ajurned

ECEIVE
MAR 12 2019
State of North Carolina
Department of the Secretaq of State
APPLICATION FOR CERTIFICATE OF AUTHOWTV
FOR LIMITED LIABILITY COMPANY
SOSID:1080158
Date Filed: 1/22/2009 8:33:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200902100446
Pamuant to §5707.04 ortho ocnerai Stahtios of tomb Carolina, the undersigned limited liability eomininy hemby applies for a
Certificate orAuthorby to transact business. in the State of North Carolina, and for that purpose submits tho foilowi::s.
1. The name of the limited liability company is REDUS NC Coastal, L&C
and Irthe limited Ilabllily company nano is unavailable for am in the Stalo of North Carolina, the name the limited
liability company wishes to use is
2, Tha stato orcountry under whose laws the limited liability company was farmed is: palawaxe
3. Tho data of formation was January 15, 2009 ;11sperlod otdorsiion is: Perpetual
4. Principal office Infomttdion: (Select eliher a or h)
a. ® The limited tiabitily comp py has a principal odic@,
The siren address and county of the principal office of the Ihufted liability company Is:
Member and Street 301 8 • College strGOt
Cily, Swa, zip Code car otte, Nc 28288 County Mecklenburg
The mailing adchva, if dyferentftont the streel address, of rho principal office of Ili@ corporation is:
c/o CSC - 2711 Centerville Road, Suite 400, Wilmington, OS 19808
b. ❑ The limited liability company bees mot have a principal offlm
S. 'I'Ita street address and county of the roestewd oftfoo In tlut State orNorth Carolina is:
NumborandStmat 327 Hillsborough Street
City, State, Zip Code Raleigh, HC 27603
Cotmly wake
6. The mailing address, if dWererllJiro111 the 8hteet address, of the registered office in the Stara of Norlh Carolina Is:
7. The name of the rogislerod agent in the State drNorth Carolina Is: Corporation Service Company
tl. The names, 01les, and usual business addressosof rho current meaagers of the limited liability company are:
(use 0110chl.weVilecrssrny)
'N11/li
REOUS Properties, Zoo.
(Replaerr 4umm y 2002)
HashiersAddmr
301 S. College street
Charlotte, 14C 22288
(Forer 1.-09)
Certification# C200902100446.1 Reference# C200902100446- Page: 2 of 4

p�'Rl�lyf'.�1gbIS �!`l�Sj01�1 , � s � �..': ?• . • 1�4;.Et�likE; I8C 27�t6tltia2
APm/GAT1ONFd/t CPJZTMC478 OFAMMORITY
• POP]
9. Auaeht$ito.Cirfitleateeffexisl (or document ofsInvibijinpod), July mhenlks(ad by the vxpflary otsfalvor other offlolal
having oasfody drlimlad iiabilify CO)tlpdny rfscocds In fho stolo.or aautney otlbmtstion, Xha�N jQrntp et8xista�r slut be Iesr
H�113�FIl1fEll11t8lf�d. AiTi!$1°JP,PJ�.°�i�ifseftonrnnnotbRg��fe<1.
1f1, iflhe Nfnifed fieb�7iq� company is teilniicd to reae a IWtillonE name In Dreier to Iranseol busiaoss In 11is3leta, a copy of the rosolution
of its managers afiogling tho fclitlout; hsina iR of ndW.
11.This gpplicationwill beofiUIVOW4filing, unless aMOcdddsondlorfluteisspecified;
This the _ day of ""nary , 20 09
ImDuff No Cogettal, W&
Nrrnia Lhnired (.10bf(Uy @er)pany
'i�ihvlwie rrj'Thdolutent
erg
Beverly F. Jackson, Vico PYealclant
ryjmt 'Pr1wNermw of RR3Di13 Pirjoa `t les, Inc.
(AWAId Jaimary 2002)
(Fmn c oleo
1
Certification# C200002100448-1 References# C200902100446- Page: 3 of 4

SECRETARY'S CERTIFICATE
REDUS PROPERTIES, INC.
I, Amanda Martocchio, Assistant Secretary of REDUS Properties, Inc., (the
"Corporation"), hereby certifies that the following resolution was duly adopted at a meeting of
the Board of Directors of the Corporation on May 15, 2018, and that the same is reflected in its
corporate records:
Resolution Regarding Officer Authority and Execution of Documents
RESOLVED, that the President and any Vice President (however designated), Managing Director,
Director, Associate or persons holding other such equivalent titles with the Corporation, or any
one of said officers, together with the Secretary or any Assistant Secretary of the Corporation, if
required, be and they are hereby fully authorized to sign, execute, acknowledge, verify, deliver or
accept on behalf of and in the name of the Corporation, all agreements, indentures, mortgages,
deeds, conveyances, transfers, certificates, declarations, receipts, discharges, releases,
satisfactions, settlements, undertakings, petitions, schedules, accounts, affidavits, bonds, proxies,
and other instruments or documents (collectively, hereinafter referred to as "Documents") that
may arise in connection with or relate to the conduct of the business of the Corporation; provided,
however, that where required, any Document shall be attested by one of said officers other than
the officer executing such Document; and provided, further, that any Document may also be
executed, acknowledged, verified, delivered, or accepted on behalf of the Corporation in such
other manner and by such other officers as the Board or other governing body of the Corporation
may from time to time direct; and provided, further, that the provisions of this resolution are
supplementary to any pertinent provisions of the Corporation's governing documents. Except as
may otherwise be required by law, any such Documents executed and delivered as aforesaid shall
be binding on the Corporation and shall be deemed to be authorized by the board or other
governing body. The President and any Vice President, (however designated), Managing
Director, Director, Associate or persons holding other such equivalent titles shall have, by virtue
of their office, the authority from time to time to act as an Assistant Secretary of the Corporation,
and to such extent, said officers are appointed to the office of Assistant Secretary;
RESOLVED FURTHER, that to the extent necessary, desirable or convenient in connection with
the execution and delivery of any Document that may arise in connection with or relate to the
conduct of the business of the Corporation, a duly elected Managing Director of the Corporation
may execute and deliver a Document as a Senior Vice President of the Corporation, a duly elected
Director of the Corporation may execute a Document as a Vice President of the Corporation, and a
duly elected Associate of the Corporation may execute a Document as an Assistant Vice President
of the Corporation; and
RESOLVED FURTHER, that any and all actions heretofore or hereafter takers or caused to be
taken by the appropriate officers of the Corporation within the terms of the foregoing resolutions
be, and the same hereby are, approved, ratified, and confirmed.
I FURTHER CERTIFY that the following individual is a duly elected officer of the
Corporation, holding the title set forth opposite his or her name:
Sarah Wicker Senior Vice President
IN WITNESS WHEREOF, I have set my hand and the corporate seal of the Corporation
this 11 th day of July, 2018.
p9rt
[SEAL] Amanda 1Vlartocchio, Assistant Secretary
*` REDUS Properties, Inc.
8288928 2W JS

49;?,5--ig-4z91-0000
`F2X5--rfi-1499 -OOW
Q1 nCrl Ql�C1
1! IIIIIIIIIBi111111111
Doe No: 20077M
Reewded: 050=1712:4a:3a PM
Fee Amt' $ .00 Page 1 of 4
em
Perlderrt:outdy N�aM C vaguer
Shamn l �r VVAOoughby, Reglakr o1 Deeds
sK 46W PG 221 -224 (4)
NAN 12 2019
8Y
Excise Tax $0.00* Recording Time, Book and Page
Tax sot No.: Parcel Identifier No. _
Verified by County on the
day of , 20
Mail after recording to: GRANTEE
This instrument was prepared by: &I, Gates ILLP, Hearst Tower, 214 North Tryon Street, Charlotte, NC
28202 - PMR (without title examination).
Brief description for the index: Phase 2 Conservation Area and Common Open Space - The Villages
ofTurtle Creek
NORTH CAROLINA NON -WARRANTY DEED
THIS DEED made as of this day of , 2017, by and between
GRANTOR
REDUS NC COASTAL, LLC,
a Delaware limited liability company
whose mailing address is:
301 South College Street, D1053-04B
Charlotte, NC 28289
GRANTEE
THE VILLAGES AT TURTLE CREEK
HOMEOWNERS ASSOCIATION, INC., a
North Carolina non-profit corporation
whose mailing address is-
1908 Eastwood Road, Suite 321
Wilmington, NC 29403
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g.,
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, mexculine, feminine or neuter as required by context
f1VIMSSXTH, 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 lot or parcel of land situated in Topsail Township, Pander County, North
Carolina, and more particularly described as follows:
See F�!Aft& which is attached to and incorporated into this Deed by reference.
*Under N.C.G.S. § 105-228.29, no excise tax is due in association with a transfer where no consideration
in property or money is due or paid by the grantee to the grantor.
3MMID59 W

111111111101111111111
Doc No: 20077843
Rsoorded: OSM91201712AB:30 PM
Fee AMt =6.00 Pagel of 4
F�rdse Tar. $0.00
Pander County North Caroina
Sharon Lear yW loughby, Register of Deeds
BK 4M PG 221 - 224 (4)
4�L,25-12-4z9 I -0000
M5--7g-1499 -000a
-yg-5' 9�-csaao
DAy�
Excise Tax $0.00* Recording Time, Book and Page
Tax Lot No.: Pace] Identifier No.
Verified by County on the day of , 20
Mail after recording to: GRANTEE
This instrument was prepared by: L Gan LLP, Hearst Tower, 214 North Tryon Street, Charlotte, NC
28202 - PMR (without title examination).
Brief description for the Index: Phase 2 Conservation Areas and Common Open Space - The Villages
of Turtle Creek
NORTH CAROLINA NON -WARRAN I Y DEED
THIS DEED made as of this a! day of , 2017, by and between
C
REDUS. NC COASTAL, LLC,
a Delaware limited liability company
whose mailing address is:
301 South College Street, D1053-04B
Charlotte, NC 28289
GRANTEE
THE VILLAGES AT TURTLE CREEK
HOMEOWNERS ASSOCIATION, INC., a
North Carolina non-profit corporation
whose mailing address is:
1908 Eastwood Road, Suite 321
Wilmington, NC 28403
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g.,
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural,'masculine, feminine orneuter 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 lot•or parcel of land situated in Topsail Township, Pender County, North
Caroline, and more particularly described as follows:
See ExMitt A which is attached to and incorporated into this Deed by reference.
*Under N.C.G.S. § 105-228.29, no excise tax is due in association with a transfer where no consideration
in property or money is due or paid by the grantee to the grantor.
30Ml069 v3
A

BK 4650 PG 222 DOC# 20027843
r
Bk asso
Pg 222
The Property hereinabove described was acquired by Grantor by instrument(s) recorded in Book 3754 at
Page 2L7 m the Pender County, North Carolina, Public Registry (the "Registry').
A map showing the above described property is located in Plat Book 52 at Page M in said Registry
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
The Grantor makes no warranty, express or implied, as to title to the property hereinabove
dwerlbed.
All or a portion of the property herein conveyed does not include the primary residence of Grantor.
Grantor has been advised by Grantee as follows: (1) Grantee is a homeowners' association as defined in §
528(c) of the Internal Revenue Code, (2) the property conveyed herein will be held by the Grantee for the
use, benefit and enjoyment of all members of the association equally, (3) each member of the Grantee has
an irrevocable right to use and enjoy,. on an equal basis, the property conveyed herein, subject to the
Declaration, Bylaws and Rules and Regulations of the Grantee, (4) the irrevocable right to use and enjoy
the property conveyed herein is appurtenant to taxable real property owned by a'member of the Grantee,
and (5) the property conveyed herein should not be assessed or taxed against the Grantee pursuant to G.S.
§ 105-277.8.
[SIGNATURES CONTAINED ON FOLLOWING PAGE]
300801059 v3

BK 4650 PG 223 DOC# 20027843
Bk4M
Pg 223
written. IN WITNESS WHEREOF, the Grantor has signed this Deed as of the day and year first above
GRANTOR:
REDUS NC COASTAL, LLC, a Delaware
limited liability company
By.
REDUS Properties, Inc., a
Delaware Corporation, its sole
member and manager
By:
&Wla
Name:
Erin M. Acton
Title:
Assistant Vice President
STATE OF tjW.
COUNTY OF I bL NVO (
I certify that Erin M. Acton personally appeared before me this day and aclmowledged that she is
an Assistant Vice President of REDUS PROPERTIES, INC., a Delaware corporation and the Sole
Member and Manager of REDUS NC COASTAL, LLC, a Delaware limited liability company, and that
she, in such capacity, being authorized to do so, voluntarily signed the foregoing on behalf of the
company for the purposes stated therein.
Date: )' By:.--144A, C /
Prim Name: KsthryE! C. BeftmaYl
Notary Public
[SEAL OR STAMP] My Commission Expires:
KAMVN C. BA7EAFAf1
. V Wp Prblk - VAN Of FWWa
MY COM. - Esgrn Fab 20. RD19
Camukgai M FF 171639
3009a10590

BK 4650 PG 224 DOC# 20027843
Bk 4M
Pg 224
FjumTT A
to Deed
Legal Description of Property
tract L (PIN: 4225-7949140 W .
Land oaitpetfagal 0-50 awns MOM WNW,, de *MW "CotteerNdm Atoa"' wd lotto i*w* to Lots so, 57
and Walt Stumm PhDs) madom as a eamp"m O'RnM Plat a1FT7i4iillIiS St raft Cmek Phase r and
nteordad In Map RD Ir52 POP » in the eillea of thm R dwoF OmW& I nr PwAv.r Runty, MorM Cemew
Tract 2 (PIN:4-71Ni-1MAI .-
Lead cools ft of 125 acrek morn at be% dos~ ffiftnumn open Speoe arW Yar 1pn Area" lead
Situated beetaaen Left 54 and 551 and shorn an a rnep third OfFAII Piet of VW VIBWB at Turd@ Cm* Phase 2'
and recorM k Map nook "a' ftp 3n In dw *gko of the RWSWqf 0eetft I* patl0er Ctw ", Moflh COMIMt
SM AND E=PT any pertton of the `OortelrWaft ArM1ir'!Belted W VO Mlletlnbpw* Naas of IN S4.
Tract 3 [PIN: 4ZZS-79-S3qqXmW,
land mrdbift ai 0.51 acres, naan or Am detfgtmad *Qmnpn Opm spur" *d be ted adjacent to Watt
fouban Orlray and aht an a map ddd •Final Plat of The Vilbyu mtTlrrde Greek pham r SM I rn, ad le lft
Book 52P4P M In the offim of the Rq Wter of Deeds for Pmder Courdjr. Narltr CenalmL
3ooee1oW O

Illlllllll lllllllll�l�llll llllltte
l paliepacoheP Dam of 5 �'0�
Faye Taaehey Prevatte Rmiter
03-5®-ZeIt 14147AL002 Pende?,Ceuntyr NCWs me REVENN STARP: jg04.00 (#301701
P114
r .. 3-3o-'ro Imo. �.,..
.,�.,
Grantee confirm the excise Tax Lot No. /Parcel Identifier No.
4225-89-1044
Mail after recording to: William L. Esser IV, PARKER POE ADAMS & BERNSTEIN LLP Three Wachovia
Center, 401 South Tryon St Suite 3000. Charlotte North Carolina 28202
This instrument was prepared by: PARKER POE ADAMS & BERNSTEIN LLP
Brief Description For The Index:
2.155 Acre Tract MB 46, Pg. 44, Slide 620, Pender County
SUBSTITUTE TRUSTEE'S DEED
GRANTOR
WASLAW, LLC, Substitute Trustee, a North
Carolina limited liability company
120 West Fire Tower Road
Post Office Box 8088
Greenville, North Carolina 27835-8088
GRANTEE
The Villages at Turtle Creek homeowners
Association, Inc., a North Carolina Non -Profit
Corporation
do Corporation Services Company
1213 Culbreth Drive
29405
THE PROPERTY REFERENCED HEREIN DOES NOT INCLUDE THE
PRIMARY RESIDENCE OF THE GRANTOR OR DEBTOR (AS DEFINED BELOW).
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.
THIS DEED, made thisa.�day of 2010. by and between WASLAW, LLC,
Substitute Trustee under the Deed of Trust ereinafler mentioned, of Pitt County, North Carolina (the
"Grantor"), and The Villages at Turtle Creek Homeowners Association, Inc. (the "Grantee" );
Wrf?MSETH:
WHEREAS, on July 11, 2006, DCNC North Carolina 1, L.L.C. (the "Debtor"), executed and
delivered an A&D Note (the "A&D Note") evidencing its indebtedness to Wachovia Bank, National
Association ("Wachovia") in the original principal amount of $5,300,000.00; and
PPAB 1657804v4

I�IIII IIIII II III I III II II BIII II II III Faye Tea Preva �s007
ender Canty, NC Register of Deeds papa 2 of 5
WHEREAS, on July 11, 2006, Debtor executed and delivered a Revolving Note (the "Revolving
Note') evidencing its indebtedness to Wachovia in the original principal amount of $2,000,000.00 (the
A&D Now and the Revolving Note are collectively referred to as the "Notes % and
WHEREAS, Debtor executed a Deed of Trust and Security Agreement dated July 11, 2006 and
recorded in Book 3006, Page 276 of the Pander County Public Registry (the "Deed of Trust"), conveying
certain real and personal property, including the properly conveyed herein (the "Property") in Pander
County to TRSTE, Inc., Trustee, for the benefit of Wachovia to secure the Note; and
WHEREAS, WASLAW, LLC was substituted as Trustee by a Substitution of Trustee recorded
in Book 3562, Page 304 of the Pander County Public Registry; and
WHEREAS, default having occurred in the payment of the indebtedness secured by the Deed of
Trust and in the performance of the stipulations and conditions therein contained, due demand was made
upon Grantor, by the owner and holder of the indebtedness secured by the Deed of Trust, that the Grantor
foreclose the Deed of Trust and sell the real and personal property described therein under the terms and
provisions thereof and the laws of the State of North Carolina; and
WHEREAS, under and by virtue of the power and authority in it vested by the Deed of Trust and
according to the terms and the stipulations of the same, and pursuant to the Order of the Assistant Clerk of
Superior Court of Pander County in that certain FORECLOSURE PROCEEDING, entitled 09-SP-19,
whereupon the Assistant Clerk of Superior Court of Pander County, North Carolina authorized Grantor to
proceed under the Deed of Trust and sell the Property, and Grantor, at 11:00 am. on January 6, 2010, did
expose the Property for sale at public auction at the Pander County Courthouse and the Property was sold
along with other property secured by the Deed of Trust as reported in six (6) separately filed reports of
sale; and
WHEREAS, Grantor duly reported the sales to the Clerk of Superior Count for Pander County on
January 6, 2010 wherein Wachovia was the highest bidder for the Property with a total combined bid (for
the Property and the other property secured by the Deed of Trust) of $2,670,000.00 (the "Credit Bid"),
and thereafter said sale remained open ten (10) days as by law required; and
WHEREAS, Wachovia assigned the Credit Bid to REDUS NC Coastal, LLC, a Delaware limited
liability company ("REDUS") pursuant to the Assignment and Assumption of Foreclosure Bid filed with
the Cleric of Superior Court for Pander County;
WHEREAS, REDUS was assigned certain rights as a "Declaranf' pursuant to an Assignment of
Rights from Wachovia to REDUS recorded in the Pander County Public Registry;
WHEREAS, exercising the Declarant right to convey Common Area to Grantee pursuant to
Section 4.11 of the Master Declaration of Protective Conditions for the Villages at Turtle Creek recorded
in Book 3029, Page 10, REDUS hereby directs Grantor to convey the Property to Grantee;
NOW, TtIEREFORE, in consideration of the premises and the payment of the purchase price,
the receipt of which is hereby acknowledged, and pursuant to the authority vested in it by the terms of the
Deed of Trust, Grantor does hereby bargain, sell, grant and convey unto Grantee and its successors and
assigns, all of the following real and personal property:
(a) the real property lying and being in the County of Pander, State of North Carolina more
particularly described in Exhibit A attached hereto and incorporated herein by reference;
PPAB 16578044

IIIIIIIIINNIIIIIIIRIII�IIIII lllll a� riP vane 2
Psndar Countv. a3s sr of llsads page 3 of 5
(b) the personal property, lying and being in the County of Pender, State of North Carolina
and being located upon the real property described in Exhibit A attached hereto and incorporated herein
by reference;
SUBJECT TO any and all prior liens, unpaid taxes, special assessments, restrictions, easements
of record, and other encumbrances, if any.
TO HAVE AND TO HOLD the said Property, together with all rights, privileges and
appurtenances as thereunto belonging unto the Grantee, its successors and assigns, forever, in as full and
ample manner as Grantor, as Substitute Trustee, is authorized and empowered to convey.
The Property is specifically conveyed "AS IS, WHERE 1S." Grantor makes no representation or
warranty relating to the title or any physical, environmental, health or safety conditions existing in, on, at
or relating to the Property, and any and all responsibilities or liabilities arising out of or in any way
relating to any such conditions expressly are disclaimed.
[signature on next page]
PPAB 1657804v4

II�fl�IIII�IIIUIIN I III,NIIIIIIIRiMTY!Pva
IN WITNESS WHEREOF, Grantor, Substitute Trustee under the Deed of Trust, has hereunto set
its hand and affixed its seal on the day and year fast above written.
WASLAW, LLC, Substitute Trustee
By. A-L�l
Name: ! ri �� 2 W i a
Title: ; Z 17i1G�vt ✓2•
120 West Fire Tower Road
Post Office Box 8088
Greenville, North Carolina 27835-8088
Telephone: [phone]
STATE OF NO C OLINA
COUNTY OF 't
I, Ki tn6r-IV 6, W4, a Notary xblic of County and State of
North Carolina, do hereby certify that ("Signatory"),
personally came before me this day and acknowledged that Reje is'��
of WASLAW, LLC, a North Carolina limited liability company, and that he/she, being
authorized to do so, executed the foregoing instrument on behalf of the limited liability company.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of:
(check one of the following)
a driver's license or
in the form of ); or
(a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me thatvoluntarily signed the foregoing document for
the purpose stated therein and in the capacity indicated.
Witness my hand and official stamp or seal this aE--k day of 2010.
m
PPAB 1657804v4
Print Name: K 6& h: r
[Note: Notary Public must
My Commission Expires:
on qlj
-01 atary e�
i
- [NOTARY SEAL] (MUST BL FULLY

,
IIIUIIRIL1111glILIIIIIIIIIIIIIII F. Toaehs�Prevatto
a�nde�Reolotor of Deeds Dam 5 of 5
Exhibit A
Leeid Description
Topsail Township, Surf City, Pender County, North Carolina:
Being all of the tract of property depicted as the "Amenity Area" containing 2.155 acres as shown on that
map recorded in Map Book 46, at Page 044, Slide 620, Pender County Registry, reference to which map
is hereby made for a more particular description.
PPAB 1657804v4

q1tigl II 11 II II I III III I�) II III{Liup ehgl rY Fri 3 ilo. PROP
Erube Ti.%$0.00*
NORTH CAROLINA SPECIAL WARRANTY DEED
Tax Lot No.:
Verified by County on the day of , 2012 by_
Mail after recording to: Grantee
This instrument was prepared by: R. Colby Slaughter, Esq., K&L Gates LLP, Charlotte, NC
Brief Description for the index Phase I Common Area — The Villages at Turtle Creek
THIS DEED made as of the '24 day of April, 2012, by and between:
GRANTOR
REDUS NC COASTAL, LLC,
a Delaware limited liability company
c/o REDUS Properties, Inc.
8504 Colonnade Ctr. Dr.
D0221-010
Raleigh, NC 27615
GRANTEE
THE VILLAGES AT TURTLE CREEK
HOMEOWNERS ASSOCIATION, INC., a North
Carolina non-profit corporation
e% REDUS Properties, Inc.
8504 Colonnade Ctr. Dr.
D0221-010
Raleigh, NC 27615
Enter in appropriate block for each party: name, eddies& and if appropriate. dwacter ofentity, e.g., corporation or partnership.
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 lot or parcel of land situated in Pender County, North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
*Under N.C.G.S. 6105-228.29, no excise tax is due in association with a transfer where no consideration in property
or money is due or paid by the grantee to the grantor.
Cx 30%800 yr
6

ICI IIIII�II IIIIII I�I.IIIII IIIII III 1 05-2
P '�
ender oun y Register of Deeds page 2 of 'S
None of the property herein conveyed includes the primary residence of Grantor.
The property heremabove described was acquired by Grantor by l=r mient recorded in Book 3754 at Page 277 in
the Ponder County, North Carolina Register of Deeds.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that 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:
The lien for ad valorem taxes for the year 2012 and all subsequent years.
The requirements of applicable zoning and subdivision ordinances;
All declarations, easements, rights -of -way, restrictions, covenants and other matters of public record,
including, but not limited to, those easements, restrictions, conditions and covenants contained in that
document entitled "Master Declaration of Protective Conditions for The Villages at Turtle Creek"
recorded in Book 3029 at Page 010, in the Ponder County, North Carolina Register of Deeds (as
supplemented and amended from time to time, the "Declaration");
Riparian rights of others to the property herein conveyed; and
Any matters that would be disclosed by an accurate, current survey and physical inspection of the
property herein conveyed
Such conveyance from Grantor to Grantee does not waive, release, or discharge any rights and easements of
Grantor, as "Declarant" under the Declaration, as to the Common Area (as such term is defined in the Declaration),
all of which rights Grantor hereby confirms and reserves. Additionally, Grantor hereby reserves, for itself and any
successors and assigns, a perpetual non-exclusive easement on, over, to, under, and across all Common Area for the
purpose of further developing The Villages at Turtle Creek Subdivision. Such easement shall include, without
limitation, easement rights on, over, to, under, and across all Common Area for grading, drainage, access, ingress,
egress, and utilities, as deemed necessary by Grantor and its successors, assigns, and grantees for construction upon
or development of all other property in, or subject to the right to be armexed into, The Villages at Turtle Creek
subdivision.
[signature on following page]

llll�llIIlII I IIINtI'�0�M MPf Pon
er
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above
written.
GRANTOR:
REDUS NC COASTAL, LLC,
a Delaware limited liability comp
By: REDUS P INC. a law c on, its
man
B.
Prihti�faine•
Title: Vice President
STATE OF NORTH CAROLINA
COUNTY OF G.kiP,
I,r. "% L. 1{f�I�S a Notary Public of 41a� county,
State of North Carolina, certify that jfi r; .e S . Ll;, j ,lej%e(the "Signatory"),
personally came before me this day and acknowledged that he is Vice President of REDUS PROPERTIES, INC., a
Delaware corporation, the Manager of REDUS NC COASTAL, LLC, a Delaware limited liability company, and that
he/she, in such capacity and being authorized to do so, executed the foregoing on behalf of the corporation in such
capacity.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or federal
identification with the Signatory's photograph in the form of:
(check one of the following)
_ a driver's license or
in the form of ); or
(a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
Witness my hand and official stamp or seal this "day of April, 2012,n
Notary Public Ar
[Note: Notary Public must sign exactly as on notary seal]
Print Name:, 1. / /r
My Commission Expires:. S' at% &
- [NOTARY SEAL] (!MUST BE FULLY LEGIBLE)
V�i1 L Rjy®4i�
50
NWO
t *14/00 �� i'

IIINNIIIIINnIIIIInII INlllll�l � uil s 6' an
Pu,d.r coLu,ey, NC
EXHIBIT A
Legal Description
Being all of that certain 151.185-acre tract located in Topsail Township, Pender County, North
Carolina described as "Tract B" in that certain Substitute Trustee's Deed recorded in Book 3754,
Page 277 in the Pender County, North Carolina Register of Deeds.
LESS AND EXCEPT THE FOLLOWING TRACTS:
(1) The property in Phase 1-A of the "The Villages of Turtle Creek" as recorded in Map
Book 44 at Page 29, and revised in Map Book 44 at Page 60, Map Book 45 at Page 43
and Map Book 46 at Page 104, all in the Pender County, North Carolina Register of
Deeds.
(2) The property in Phase 1-B of "The Villages of Turtle Creek" as recorded in Map Book 45
at Pale 44, and revised in Map Book 46 at Page 105, all in the Pender County, North
Carolina Register of Deeds.
(3) The property in Phase 1-C of "The Villages of Turtle Creek" as recorded in Map Book 45
at Page 117, and revised in Map Book 45 at Page 139 and Map Book 46 at Page 44, all in
the Pender County, North Carolina Register of Deeds.
(4) All of that certain tract of property depicted as "Pump Station Easement" containing
0.195 acres as shown on that map recorded in Map Book 46 at Page 044, Slide 620,
Pender County, North Carolina Register of Deeds.
(5) All public road rights -of -way shown on and contained in the maps of Phase 1-A, 1-B and
1-C of "The Villages of Turtle Creek" described in items (1)-(3) above.
(6) All of those certain tracts of land described in deeds recorded in Book 1428 at Page 265
and Bonk 1426 at Page 322 in the Pender County, North Carolina Register of Deeds.
(7) All of that certain tract of land conveyed to Turtle Creek 37, LLC by Special Warranty
Deed from REDUS NC Coastal, LLC dated December 22, 2011 and recorded on
December 22, 2011 in Book 4007 at Page 192 in the Pender County, North Carolina
Register of Deeds.
(8) Any property within the above -described 151.185-acre tract which was not owned by
REDUS NC Coastal, LLC as of the date of recordation of that certain Amendment to
Declaration of Protective Conditions for the Villages at Turtle Creek recorded on
December 22, 2011 in Book 4007 at Page 181.
It being the intent that the above -described property be the property generally shown and
depicted as "Phase 1 Common Area Property" on the map attached hereto as Exhibit B.

IUII III �II�IIer �IIIIlU�l1�l�.11l�lter f Mj pfawi Pre age 5 ofSte on
PROP
c,,,j,.,,,,, s C;£AERAL DEPIc11on1 OF
?�en�r CUimf�
■ = PHASE i Gbmww4 A"A $ROPERT/

Johnson, Kelly Rln� 1 kv ' -4-- 1 1A
From: Bernie Mowbray <[e-mail]>
Sent: Monday, March 11, 2019 12:35 PM
To: Johnson, Kelly
Cc: [e-mail]; Mark Arcuri
Subject: [External] RE: SW8 060608, Villages at Turtle Creek
Attachments: SC16.015_Turtle Creek -Revised 1D-1 Supplement & Drawdown Calcs_3-11-19.pdf
External email. Do not click links or apen attachments unless you verify. Send afi suspicious email as an attachment to
report.soam C6 nc.o r
Kelly,
See my responses below and the attached doc.
1. You are correct, no revisions were made to the plans. We only provided plans to make it a complete submittal.
2. Yes, the bottom elevation for basin 1D-1 has changed from the original permit. The original permit has basin 1D-
1 bottom elevation at 27 FMSL. Our permit modification is to adjust the bottom elevation to 27.85 FMSL to
include the standing water in each infiltration basin. I chose the average bottom elevation between the two
infiltration basins in the drainage area. Please disregard the other supplements submitted since none of the
design elements are changing in the other basins. Please see the attached revised supplement for basin 1D-1
with the correct drawdown time.
3. Yes, the volume provided was not updated on the drawdown calcs. Please see the attached corrected
drawdown calcs for all supplements.
4. You are correct, we confirm.
Thank you for your time and let me know if you have any questions.
Thanks,
Bernie Mowbray, I Protect Zngineer/Manager
SEPI Engineering & Construction
5030 New Centre Drive, Suite B I Wilmington, NC 28403
Cell: 434.770.1592 1 seoie tgineering.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Mark Arcuri <[e-mail]>
Sent: Tuesday, March 05, 2019 3:05 PM
To: Bernie Mowbray <[e-mail]>
Subject: Fwd: SWB 060608, Villages at Turtle Creek
Mark Arcuri, PE
910-228-0424 mb
Begin forwarded message:
!im

From: "Johnson, Kelly" <[e-mail]>
Date: March 5, 2019 at 2:05:39 PM EST
To: Mark Arcuri <[e-mail]>
Cc: "[e-mail]" <[e-mail]>
Subject: SW8 060608, Villages at Turtle Creek
Mark,
I went through this today. Here are a few quick questions (which should be really simple):
1.) Plans: You submitted two sets of plans, but I don't think you are making any design changes. Is
that correct, or am I missing something? Maybe these sets are just compilations of the latest
versions of the plans previously permitted at various times over the years?
2.) Supplements & O&M: Same question. Are there changes such that we need new
forms?
3.) Typos: I think there are some typos in the provided volume values used in the drawdown
calculations for 1C and 1D-1. I have attached what I have. Please confirm.
4.) Clarification: I think for 1D-1 you are saying that one half is excavated to .5ft below 27.9msl and
the other half is excavated to .5ft below 27.8msl such that the 6" permanent pool is at 27.9 and
27.8, respectively. Please review superscript "A" in the attached document to make sure that
this is what your design intends. (The attached table will go in the permit.)
Thanks,
Kelly
V-CL LW OLI 14SS D V.
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.

Burd, Tina J
From: Burd, Tina J
Sent: Tuesday, January 8, 2019 11:33 AM
To: '[e-mail]'; '[e-mail]'
Subject: SW8 060608 - The Villages at Turtle Creek Phase I and II
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application and $505.00 fee for the subject project on January 7, 2019. The project has been
assigned to Kelly Johnson and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Mark, I apologize for the duplicate message.
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
^,r! (;0rrP;;,f)ojide ?t.x4 to and iron this cfddrei:.to the
rr Caroft�r?a Public. , irei ��rtis Gain! and niay� t%. , : , a io ct+ird parlie..

i
s
A I
Vj
C 0
:o Aeui ; '':: titer ! pp_ic e oqqn,_, etgioJee) LWON
f) . 'fYI pua D] ao[raptrc�s�.'� '�L1:7 jf6'1U
311
SObBZ ON 'uo}Sulwl!M
•lx3 anlaa leu!pie0 LZZ
aa!j.}O leuoi2aa uo;gu!wl!M
b34ON
SiZL-96L-016 auo4d
aoyuaS aawolsn0 )a a:)uelslssy 1ejuawuoalnu310 uols!nl(l
ao!}4O leuoiSaa uolgu!wl!M
II alei3ossd anlleals!u!wpd
pang eu!1
'spiesag Isag
•panss! sl I!waad J81emwao;S a4j 1!;un a:)uawwoa jou Aew eaje uodn-;l!nq jo uoll:)njlsuo:)
ay} je4} paslnpe aq aseald •papaau sl uollew-Jolui leuo!;!ppe j! paiplou aq ll!M not pue uosugor Allah o} pauS!sse
uaaq se4 loafoid a41 •61OZ 'L Aaenuer uo z:)afoad 1:)afgns aqj aol aal 00'SOS$ pue uo!je:)gddy I!waad Ja;emwJOIS ay}
pajdax)e (uopaS aa}emwjolS) sa:)anosaa puel pue leJaulA 'ASa8u310 uolSlnla a4l10 a:)l}}O leuolSaa uoISulwl!M a41
II pue I asegd laaa:) al;anl }e s96ell!A a4l - 809090 8MS :pefgns
,wo:)•6u!aaau!6ua!das@!an:)aew, :,wo:)•o6aelsllam@jaN:) 1229 :o
Wd OE: l6 660Z18 tienuer'Aepsl
:tugs
f eu!l'ping :woad
r euil -pang

SE �IINEEIP1
CONSTRUCTION
Transmittal Letter
To: NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attention: Kelly Johnson
Stormwater Permitting
919-796-7215
From: Mark T. Arcuri, PE
SEPI Engineering & Construction,
Inc.
Subject: The Villages at Turtle Creek
SW8 060608 Permit Transfer
Application
We are sending you:
SEPI Engineering & Construction, Inc.
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Main: 910.523.5715 1 Fax: [phone]
sepiengineering.com
DEC
GEL 13 201a
Date: D ce mber13, 20
Copies: SEPI File
VIA: Hand Delivery
SEPI Project Number: SE16.015
Shop Drawings r Prints F10- Plans r Samples
Specifications r— Copy of Letter r Change Order r Reports
r Contracts r Invoice
Copies
Date
Description
1 orig & 1 copy
11/08/2018
Stormwater Management Permit Application Form
1 orig & 1 copy
07/07/2007
Protective Covenants
1 copy
12/12/2018
Supplement Forms and O&M agreements
1 copy
12/04/2018
Check *6668703430 NCDEQ for Amount of $505
1 copy
12/12/2018
Detailed Narrative, Sealed Calculations
1 copy
12/12/2018
USGS Maps
2 copy
12/06/2007
Folded Plans
1 copy
08/29/2017
Current Deed
1 copy
07/11/2018
NC Secretary of State Information
i
Comments:J-
Dliwj
if you have any questions or need additional information, please contact me at 910-228-0424 or
email [e-mail]. Thank you!
Sincerely,
114AAie.
Signed: s Page:
1/1

JAN 0 7 2019
BY:
THE VILLAGES AT TURTLE CREEK
PHASE I AND II
NC Hwy 210 and Lodge Hall Road
SURF CITY, NC 28443
STORMWATER CALCULATIONS
PREPARED FOR:
REDUS NC Coastal, LLC
DECEMBER 2018
PREPARED BY:
,SEPI
ENGINEERING &
CONSTRUCTION
1;�!6 . 13Izo Igj
5030 NEW CENTRE DRIVE IWILMINGTON, NC 28403
910.523.5715 1 sepiengineering.com
SEPI PROJECT NO: SC16.015
SEPII
i
esxsrxxCT10x

TABLE OF CONTENTS
Narrative........................................................................................ 1-2
Pre and Post iyr/24hr Calculations.................................................... 3-5
Draw Down Calculations ............ 6-7
NOAA Rainfall Intensity Tables........................................................8 — 11
New Hanover County Stormwater Runoff Coefficient Table ...................... 12
Innovative Infiltration Basin Volume Provided Calculations ............... 13 - 15
SEPI
E CN RTRYETION

NARRATIVE
Purpose
Re -permit seven existing Infiltration Basins due to the existing property
constraints surrounding the basins. After multiple site visits, design
calculations, plan review, and consultation we propose the Infiltration
Basins be permitted as Innovative Devices. The constraints preventing the
basins from expanding are existing residential homes, surface water,
roads, and property lines. The Narrative will consist of a purpose,
background, alternative considerations, proposed permit revisions, and
closing.
Background
The original permit No. SW8 0606008 was approved on November 9, 2007.
The permit addressed seven drainage areas (1A-1, 1A-2, 1A-3, 1B, IC, 1D-
1, 1D-2), which included eight Infiltration Basins. On January 10, 2017,
Infiltration Basin 1B was approved to be modified as a Wet Pond. Our
permit does not address drainage area 1B Wet Pond and will remain as so
and is not included in this permit revision application here in. Please see
the attached NC Secretary of State documentation showing REDUS NC
Coastal, LLC is licensed to operate in NC. This also shows REDUS
Properties, Inc. is a manager of REDUS NC Coastal, LLC. We've included a
r ,,-' tarv`s cer°t!fflcation from PEDUS Propeilties, Inc. sh'.-Afli"FrIci GlIg atlJf'V
authority of Cara}' Wicker.
The neighborhood of Turtle Creek where the basins are located is well
cared for. It has an established HOA with regularly contracted landscaping
managgement that includes maintenance of all basins. Although water
periodically stands in basins, they function successfully to receive and treat
the "first flush" design storm (varies from 1.5" and 4.5", see permit). The
basins need to be re -permitted to reflect the actual existing conditions on
site and how they function.
Alternative Considerations
Due to the high groundwater, Wet Ponds or Stormwater Wetlands would
seemingly be effective solutions. However, to protect the sensitive
downstream SA waters, we have selected Innovative Infiltration Basins
because they're offste devices; therefore containing the first flush
("dirtiest") portion of a rain event.
Proposed Permit Revisions
Show available volume meets or exceeds required volume for all
basins except for one (1D-2) that is only 24ft3 less than required
(see attached supplements and volume calculations)
Draw down rate is less than 5 days (infiltration rates obtained from
existing permit)
Updating permit to include pre and post 1 yr/24hr calculations
�tirl
CR61R[
C Op STRUCTION

All seven Infiltration Basins to be re -permitted as Innovative
Infiltration Basins
Closing
Due to site constraints and high-water table, Innovative Infiltration Basins
are the most appropriate devices for these locations.
End of Narrative
CXfrIXCCF1
C C X.MCI.

SEPENOINEERING &
CONSTRUCTION
sepiengineering.com
Project °--c 16. 1 s �csr T�� l��'P{ /� Page � of
Subject r r po-s4 ��� L S l �u e 24 � r Date #
Designer tStxn
k I i

r%FPI Project �C• 16 d I � -rur �Ir, l..i r-ecy Page I of
E N G I N E E R I N G & Subject �6r& _+ pas / Calc S 1� i j r 7i f Date ) � 19
C g N 5 T R U C T 1 0 N
sepiengineering,com Designer lai.'.c
6 , .
'1.
r
,
, r
�f3
,
r
i

SEPIProject �(. it. ol .] �u�-& &ey-k Page � of
ENGINEERING S Subject Qe- + Obbd (A iL s If ( Date
CONSTRUCTION
sepienglneering.com Designer
14
E Cl
f
s � ;
09,)
:
X j
(
F
r
�pr> 0C
CTS ;
po
i
1 i
r

P
SEPI
I
CONSTRUCTION
sepiengineering.com
11 C-�I
Project � ( I 0 (,-)I.r 1 yr l' t � Page of 2
Subject 8r%%,J IC.S Date -Z I
Designer l%t.7A-

Project S �- D ` jr4l r- ec K Page 0-2 of
SEPI
E N G I N E E R ING & Subject Dral, Aow) l C`, I �S Date
C O N S T R U C T I O N
sepiengineering.com Designer GP_t'f►.Q f' oMt Lrcaci
•
•
luYn t1 t i
E i
I �
I
j
E
i
' I
t I
i
1 ! �
i
i
i
i
i
{
I � i
` I; I

SEPII
CONSTRUCTION sepiengineering.com
Project scl� . dl S At t.EC Page of
Subject Date r.' l l ! t I !
Designer
r r
r '
r .
f ? • ; f e
aqL
f ;
! i ? {
.1 L I I
:
-t._ �.-
i `
:
s
....._ .............. ........ ........--_�..—w�_........ ._ ..—. ..._. _ .�_
_... . _ .... __... _ . _...._... _......_.. .... . ....... _.. _.. _------ _ ... .... ..... _ _...._ . _ « ...
r
!
? E
I ,
. ......... _ .......-
_--- ----- ------- -
..._.......
.. - - - -- - - - - — -- - .
i 1
y
i
f • �
S
I -
i
f i
- -. _. .�.._ _. �._-...._.. _ - -- - - - MAR . R_ .11_2Q1. + -
r

12/712018 Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Hampstead, North Carolina, USA*
Latitude: 34.4503*, Longitude:-77.57930
Elevation: 29.41 fr*
• source: ESRI Maps
" source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF gLap
. _hlLcA I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Duration
Average
recurrence interval (years)
1
�������1
2
5
10
25
50
100
200
200
500
1000
6.01
7.14
8.35
9.30
10.5
11.4
12.3
13.2
14A
15.4
5-mtn
(5.57-6.50)
1 (6.61-7.74)
1 (7.72-9.04)
(8.57-10.0)
(9.62-11.3)
1 (10.4-12.3) 11
(11.2-13.3)
1 (12.0-14.3) 11
(12.9-15.6)
1 (13.7-16.7)
4.80
5.71
6.69
7.43
8.36
9.08
9.79
10.5
11A
12.2
1@-min
(4.45-5.20)
1 (5.29-6.19) 11
(6.17-7.23)
(6.85.8.03)
(7.67-9.02)
1 (8.29-9.79)
1 (8.89-10.6)
1 (9.47-11.3)
1 (10.2-12.4)
1 (10.8-132)
4.00
4.78
5.64
6.27
7.07
7.66
8.25
8.83
9.59
10.2
15-min
(3.71-4.33)
1 (4.43-5.18)
1 (5.21-6.10)
1 (5.78-6.77) 11
(6A8-7.62)
1 (7.00-8.27) 11
(7A9-8.90)
1 (7.96-9.54)
1 (8.56.10.4)
(9.00-11.0)
2.74
3.30
4.01
4.54
5.23
5.77
6.32
6.87
7.63
8.23
30-min
(3.06-3.58) 11
(3.70-4.33)
1 (4.18-4.91) 11
(4.80-5.64)
1 (5.27-6.23) 11
(5.74-6.82)
1 (6.20-7.43) 11
(6.81-8.26
(7.29-8.93)
1.71
2.07
2.57
2.96
3.49
3.91
4.35
4.82
5A7
6.01
60-min
(1.58-1.85)
1 (1.92-2.25)
1 (2.37-2.78)
(2.72-020) 11
(3.19-3.76)
1 (3.57-4.22) 11
(3.95-4.70)
1 (4.35-5.21)
1 (4.89-5.93)
(5.32-6.52)
1.04
1.27
1.62
1.90
2.30
2.64
3.01
3A1
4.00
AIA9
2-hr
(0.959-1.13)
1 (1.17-1.38)
1 (1.49-1.76)
1 (1.74-2.07) 11
(2.10-2.50)
1 (2AO-2.87)
1 (2.72-3.27)
1 (3.06-3.71)
1 (3.55-4.35)
(3.95-4.91)
0.746
0.911
1.16
1.38
1.69
1.97
2.27
2.60
3.10
3.53
3-hr
(0.688-0.818)
(0.839-0.999)
(1.07-1.27)
1 (1.26-1.51) 11
(1.54-1.85)
1 (1.78-2.15)
(2.03-2.47)
1 (2.31-2.83)
1 (2.72-3.38)
(3.06-3.86)
OA58
0.560
0.717
0.851
1.05
1.22
1.41
1.63
1.95
2.23
6-hr
(0.421-0.506)
(0.613-0.618)
(0.655-0.791)
(0.774-0.937)
(0.948-1.16)
(1.10-1.34) 11
(1.26-1.55)
1 (1.43-1.78)
1 (1.69-2.13)
1 (1.91-2A5)
0.269
0.328
0.422
0.504
0.626
0.733
0.853
0.988
1.20
1.38
12-hr
(0.2 .299)
(0.297-0.365)
(0.382-0.470)
(0.454-0.560)
0.292
(0.267-0.320)
(0.559-0.693)
0.365
(0.330-0.400)
(0.650-0.809)
0.429
(0.384-0.469)
(0.750-0.942)
0.500
(0.443-0.548)
(0.860-1.09)
0.581
(0.508-0.638)
(1.02-1.32)
0.705
(0.604-0.778)
(1.16-1.52)
0.813
(0.685-0.903)
24-hr
0.155
0.189
(0.173-0.208)
0.244
(0.224-0.268)
0.091
0.110
0.141
0.168
0.208
0.244
0.284
0.330
0.399
0.459
2�ey
(0.083-0.100)
(0.101-0.121)
(0.129-0.155)
(0.153-0.184)
(0.188-0.229)
(0.219-0.269)
(0252-0.314)
(0.288-0.365)
(0.341-0.444)
(0.385-0.516)
0.064
0.077
0.099
0.117
0.144
0.168
0.194
0.223
0.269
508
3-day
0
( .059-0.070)
(0.071-0.085 )
( 0.090-0.108)
(0.107-0.128)
(0.131-0.158)
(0.151-0.184)
(0.172-0214)
(0.196-0247 )
( 0.231-0.298)
(0.260-0.345)
0.051
0.061
0.078
0.092
0.112
0.130
0.149
0.170
0.203
0.232
4-day
(0.047-0.056)
0.033
(0.056-0.067)
0.040
(0.071-0.085)
0.051
(0.084-0.100)
0.059
(0.102-0.123)
0.072
(0.117-0.142)
0.082
(0.133-0.164)
0.094
(0.150-0.188)
0.106
(0.176-0.225)
0.124
(0.198-0.259)
0.139
7-day
(0.031-0.036)
(0.037-0.044)
(0.047-0.055)
(0.054-0.064)
(0.066-0.078)
(0.075-0.089)
(0.084-0.102)
(0.09".116)
(0.108-0.136)
(0.120-0.154)
0.026
0.031
0.039
0.045
0.054
0.061
0.069
0.078
0.091
0.101
10-da y
(0.024-0.028)
(0.029-0.034)
(0.036-0.042)
(0.041-0.049)
(0.049-0.058)
(0.056-0.067)
(0.063-0.076)
(0.070-0.085)
(0.080-0.100)
(0.068-0.112)
0.017
0.021
0.025
0.029
0.034
0.038
0.043
0.048
0.055
0.060
20-da y
(0.016-0.019)
(0.019.0.022)
(0.023-0.027)
(0.027-0.031)
(0.031-0.037)
(0.035-0.041)
(0.039-0.046)
(0.043-0.052)
(0.049-0.059)
(0.053-0.066)
0.014
0.017
0.020
0.023
0.627
0.030
0.033
0.036
0.040
0.044
30-da y
(0.013-0.015)
(0.016-0.018)
(0.019-0.021)
(0.021-0.024)
(0.025-0.028)
(0.027-0.032)
(0.030-0.035)
(0.033-0.039)
(0.036-0.0")
(0.039-0.047)
0.072
0.014
0.017
0.019
0.022
0.024
0.027
0.029
0.033
0.035
45-da y
(0.01'.-0.013)
(0.013-0.015)
(0.010-0.018)
(0.018-0.020)
(0.v20-0.023)
(u.022-0.026)
(0.025-0.029)
(0.027-0.031)
(0.0300.035)
(0.032-U.039)
0.01.
0.�i�
0.015
0.017
0.079
0.021
0.023
0.025
0.027
0.029
I60ila y
I
(0.010-0.011)J
(0.012-0.013)
(0.014-0.016)
(0.016-0.018)
(0.018-0.020)
(0.019-0.022)
(0.021-0.024)
(0.023-0.026)
(0.025-0.029)
(0.026-0.031)
t Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at kmrer and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for
a given duration and average recurrence Interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please reter to NOAA Atlas 14 document for more information.
t3acK to 10p
httpsJ/hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.4503&Ion=-77.5793&data=intensity&units=english&series=pds 1/4

12I712018 Precipitation Frequency Data Server
PF graphical
PDS-based intensity -duration -frequency (IDF) curves
Latitude: 34.45030, Longitude:-77.57930
�a
_... - -- - -- ... z
C G G C C 6. L. L.
h E E $ N
Duration
I
100.00
10.00
S,
S 1.00
0
V 0.10
a
0.01
tar
NOAAAMas 14, +Volume 2, Version 3
i�+ v �n �s
N F v R R a�
)0
Average recurrence interval (years)
Created (GMT): Fri Dec 716:34:512018
Back to Top
Maps & aerials
Small scale terrain
Awwage recurrence
interval
(years)
1
2
5
10
26
50
— 100
200
500
— 1000
Duration
5-inin
2-day
10-min
3-day
15anin
4-day
30min
7-day
- 60-ruin
10-day
2fit
— 20-day
3-hr
— 30-day
5fir
— 45-day
124ir
— 50-day
— 24,hr
iittps:/1'ndsc.nws.noaa.gov/hdsc/pfds/pfds,printpage.html?lat=34.4503&Ion=-77.5793&data=intensity&units=english&series=pds 2/4

12/7/2018 Precipitation Frequency Data Server
LIMA
9
Fayettevat .
North
Carolina
rc rf Q —
3km
2mi
Large scale terrain
Greenville
p.am�KID
ladle ,Unville
Vtitar,ingtn Qnsi
■ BBb
+
+
-100km
6Dmi
- �pyettwitta
Large scale map
C*aenvitte
100km
ml
>Jacksonville
I
�Emi�gbon
Large scale aerial
https://hdse.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.4503&Ion=77.5793&data=intensity&units=english&series=pds 3/4

12/7/201 a
Precipitation Frequency Data Server
Back to Top
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: [e-mail]
Disclaimer
https:l/hdsc.nws.noaa.gov/hdsulpfdsipfds_printpage.html?lat=34A503&lon=-77.5793&data=intensity&units=english&sedes=pds 4/4

NEWH"oVER COUA77STORM WATER DESIGNMANUAL
SECTION40 - RUN0FFDETE&VM2IONPROCEDURES
TABLE 40-1
RUNOFF COEFFICIENT FOR VARIOUS LAND USES
Typical Values **
Slope Land -Use
Sandy Soils
Min. Mam
Clay Soils
Min. Maw
Flat Woodlands
0.10
0.15
0.15
(0-2%) *Pastures, grass, & Farmland
0.15
0.20
.0.20
0.20 0.25
Rooftops and Pavement
0.95
0.95
0.95 0.95
Single family Residential-
1/2 acre lots and larger
0.30
0.35
0:35
0.45
Smaller lots
0.35
0.45
0.40
0.50
Multi -family Residential:
Duplexes
0.35
0.45
0.40
0.50
Apartments, townhouses,
and condominiums
0.45
0.60
0.50
0.70
Commercial and Industrial
0.50
0.95
0.50
0.95
Rolling Woodlands
0.15
'0.20
0.20
0.25
(2-7%) *Pastures, grass, & Farmland
0.20
0.25
0.25
0.30
Rooftops and pavement
. 0.95
0.95
0.95
0.95
Single family Residential:
1/2 acre lots and larger
0.35
0.50
0.40
0.55
Smaller lots
0.40
0.55
0.45
0.60
Multi -family Residential:
Duplexes
0.40
0.55
0.45
0.60
Apartments, townhouses,
and condominiums
0.50
0.70
0.60
0.80
Commercial and Industrial
0.50
0.95
0.60
0:95
*Coefficients assume good ground cover and conservation treatment.
**Weighted coefficient based on percentage of impervious surfaces. and green areas must be
selected for each site.
ADOPTED SEPTE ma 5, 2000 PAGE 40-3

O
_cu
7
U
V
0
E
O
N
ei
❑
t
ri
Q
GJ
❑
r-1
r-I
LL
❑
X
N
N
N
Ln
=
>
W
$
$
m
E
m
Q
a,
M
00
O
O
co
N
e�-I
L
N
4+
an
-a
m
tw
=
>
W
�
c
LU
�
m
II
Q
0
N
>
II
>
II
>
W
W
W
c
O 0
0 >
w H
3
E
E
$
E
O
Q
5>
L
o
�O
41
0
0
0
Z
m
m
co
Q) W
o >
N
C
C
C
3
E
>
>
>
E
W O
N
W
W
W
Ln
L II
m
II
L
bo
m
C
3
LL- II
o o
M .Q
�'
Q
n
L
O
n
O
n
Z
an M
LN ,
II
Q c -°1a
>
LOJ o L
-041
.fl
G7 N
c
N N
N LU E
mmLC
o
Q ? 0
<
<
LA Ln
LL m
Ln L u >
'
= '
&
_
$
t'
&
Ln
I*l
e-I
M
M
^
Ln
N
O
M
LO
I�
LA
N
e-I
M
1*-
R
�--I
M
O
.--I
M
�O
M
V-
rf
r-
Ln
Ln
r-
N
N
II
II
O
13
O
M
a)
M
M
II
II
>
II
II
>
II
>
>
L
>
>
L
>
w
w
a
w
LU
a
w
E
°'
E
to
EvaoL-
L
°E
L
)
C
O
-
Om
>
LA
m
>
t
Ln
iV
i)
Ln
rl
N
a
a
a
m
M
m

N
N l0
M M cn
rr) r-I
r-I
r-I
II
II
31
11
W
W
W
E
E
E
O
O
O
41
4 +
000
m
pOto
f0
f6
f6
W
W
W
m
N
L
L
L
IA
Ln
Ln
M
io
M
m
cn
m
M
r
�
V
�
r-
M
Ln
N-I
^
Ln
Ln
Ln
00
Ln
I�
eLn
N
rl
L
N
'I
N
00
enN
m
M
O
00
M
LO
Ln
ri
00
L
^
L
CA
M
M
c�0
R
b
bD
IV
In
C
Ln
C
N
II
M
II
!=
O
II
O
O
II
M
`�
M
CA
N
f0
H
pj
N
cu
w
of
OJ
N
II >
II
II
>
O
II
II
>
O
II
II
>
O
d
>
>
O
w
>
;
O
i0
>
;
O
W
W
W
d
a
W
W
a.
=
W
W
d
E OJ
O)
(U
Ll
.�
w
OJ
§
O0
� �
L
U
L
++
7
L
U
4-
Q
O41
O
o
Q
O
Q
#
Q
O
co >
N
V1
co
j
N
in
m
'
U)
In
An
?
An
V
0
r-1
a-i
C
C
m
m
Co
00

of
rn
r-i
rn
0
F9
Ln
N
N
n
00
ui
N
I I
�
'a
O
u!
'a3
N
�
II
0CL
N
'C
OJ
'O
O
II >
II
w
w d
�
w
E
I2
vA
in
m j
N
r-I
C
m
m

ill11120BU111N41it
Doc No: 0D27843
Recorded: 08f2=1712:48:36 PM
0 9 Fee se T :30. 0 Page 1 of 4
Exci
A)L Nis
Perider Corn1Y North Carolina
Sharon Lear Willoughby, Register of Deeds
8K 46W PG 221 - 224 (4)
B�.
4U5 -jg_4291-O000
f2,5_-7S-j4gq -cow
Excise Tax $0.00* Recording Time, Book and Page
Tax Lot No.: Parcel Identifier No.
Verified by County on the day of-, 20
by
Mail after recording to: GRANTEE
This instrument was prepared by: Gates LLP, Hearst Tower, 214 North Tryon Street, Charlotte, NC
28202 - PMR (without title examination).
Brief description for the Index: Phase 2 Conservation Areas and Common Open -Space - The Villages
of Turtle Creek
NORTH CAROLINA NON —WARRANTY DEED
THIS DEED made as of this a rday of ,I , 2017, by and between
GRANTOR
REDUS. NC COASTAL, LLC,
a Delaware limited liability company
whose mailing address is:
301 South College Street, D1053-04B
Charlotte, NC 29299
GRANTEE
'SHE E+tF.,u.,AGES .A o '��,r'^-�attIT E £'._►r MEN
'iCl�.D�i.V�n (9r,1'.�ex�3 .�.`-�1i`>•-06.liSq�ia�� �'?ZI0.,:, a
North Carolina non-profit corporation
whose mailing address is:
1908 Eastwood Road, Suite 321
Wilmington, NC 28403
Fatter in appropriate block for each party: name, address, and, if appropriate, character of entity, a g.,
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine orneuter as required by context. .
W [TNESSEIMf 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 lot. or parcel of land situated in Topsail Township, Pander County, North
Carolina, and more particularly described as follows:
See Exhibit which is attached to and incorporated into this Deed by reference.
*Under N.C.G.S. § 105-228.29, no excise tax is due in association with a transfer where no consideration
in property or money is due or paid by the grantee to the grantor.
30=1068 v3
A

BK 4650 PG 222 DOC# 20027843
Sk 4650
Pg 222
The property hereinabove described was acquired by Grantor by instrument(s) recorded in Book 3754 at
Page 271 in the Pender County, North Carolina, Public Registry (the "Registry 1.
A map showing the above described property is located in Plat Book 52 at Page M in said Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
The Grantor makes no warranty, express or implied, as to title to the property hereinabove
described.
All or a portion of the property herein conveyed does not include the primary residence of Grantor.
Grantor has been advised by Grantee as follows: (1) Grantee is a homeowners' association as defined in §
528(c) of the Internal Revenue Code, (2) the property conveyed herein will be held by the Grantee for the
use, benefit and enjoyment of all members of the association equally, (3) each member of the Grantee has
an irrevocable right to use and enjoy,. on an equal basis, the property conveyed herein, subject to the
Declaration, Bylaws and Rules and Regulations of the Grantee, (4) the irrevocable right to use and enjoy
the properly conveyed herein is appurtenant to taxable real property owned by amember of the Grantee,
and (5) the property conveyed herein should not be assessed or taxed against the Grantee pursuant to G.S.
§ 105-277.8.
[SIGNATURES CONTAINED ON FOLLOWING PAGE]
300ee105e rs

BK 4650 PG 223 DOC# 20027843
Bk 4=
Pg 223
IN WITNESS WHEREOF, the Grantor has signed this Deed as of the day and year first above
written.
REDUS NC COASTAL, LLC, a Delaware
limited liability company
By: REDUS Properties, Inc., a
Delaware Corporation, its sole
member and manager
By:
Name: Erin M. Acton
Title: Assistant Vice President
STATE OF
COUNTY OF , VQ
I certify that Erin M. Acton personally appeared before me this day and aclmowledged that she is
an Assistant Vice President of REDUS PROPERTIES, INC., a Delaware corporation and the Sole
Member and Manager of REDUS NC COASTAL, LLC, a Delaware limited liability company, and that
she, in such capacity, being authorized to do so, voluntarily signed the foregoing on behalf of the
company for the purposes stated therein.
Print Name: 1CdtM C. BaLeman
Notary Public
]SEAL OR STAW] My Commission Expires:
KATMW C. BATFJMAN
NOWY Pot310 . NO Of Rod&
Nr CW4P. b*ft FOh n. 9019
CameNOioi I FP 171539
300961059 Yb

BK 4650 PG 224 DOC# 20027843
EXHIBIT A
(to Deed)
Legal Description of Property
TOM I (NM 4229-79 42y1i-Og ft
Bk 4M
Pg 224
land sxlassllsfhsgaf araf atxa»o� mare or lesr� desfgnetted "G,nsernratl�,a+��s' .and Ioa� a�aar�lt to tales 9i� 57
and Went 5tot2iett Mae" arsd shown en a snap om omnd Plat of TIW trNMU bt TOVO mak Phm rand
raenrdedi In Mep Bank S2 ps fpt = In the dam afthe Rffgd gf bm&for PWAW CWRIV.lfweh Cwdba.
Tiraet � (pN�l: +►2�-y"ll-i-Oooll�:
►and Comkflme oF0M sc m 4 esora at bilk dotWVM d "Comnm Open Space"` and Vzommon &W (and
IKWMd hafwaan Lein 54 and 5Q amd dm m on a snap *W ,0fhW Plat Uf VWVIdWZat TUMb Cnpk Phase r
aad ra=dad In Map Book 63 Pad! M Ms do cSw s1f Rlttf ref f for Pwsdstr CVjW, MU CWGN M=
SAVH AND B�EPT` pe1P' pptNOes of the'Ca� 1' foCabld wlfllhl+dflprs►pergt Ilss� of Lot 54,
Tbek S (PIN: 4US-72.59994mm.,
iand owalMht of o.n auev, naow ar km desfvsbed'Comn vn ilw spars" (and IwmW a4anm fo Watt.
boddW Odv4 and &%=non a mW dded'Itnal Pbt of Tha Vlllgas atTw"R C"Ok Phone r retest rewrdad to Mp
dank S2 Pep IN In" eldoe of the MMIS er e1 Daft for Persder County. Nor fh Carelft
3WW1M vs

SOSIDh 1080158
AI 0 7 2099 Date Filed: 1/22/2009 8:33.00 AM
i § Elaine F. Marshall
s : North Carbdna Secretary of State
State of North Caroltns C200902100446
Department of the Secretary of State
APPLICATION FOR CERTII1ICATE OF AIITHOWTY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7.04 of lire Oanaral Statutos of North Carolina, the undersigned thoked liability company hereby applies for a
Certificate ofAulhority to transact business In ilia Srsto of North Carolina, and for that purpose submits the following:
1. The some of the limlled liabilily company is R$DUS NC Coastal, t+[.0
and Ifthe limited liability company tiro is unavailable for use in the Stato of North Carolina, taus name The limited
liability company wishes to use is
2. The state oreomilry tinder whose laws the limited liability company was formed Is: Delaware
3. Ilia date of formation was Oisnuary 15, 2009 ; its period ofduralion is: Perpetual
4. Principat office information: (Select either a orb )
a. © The limited liability company hits a principal office.
The street address and minty ofthe prhu ipd office of the limited liability conVany Is:
Member and Street 101 S. College street
City, State, Zip Code Charlotte, NC 28268 County -Mecklenburg
The malling adthess, U'dffereutftont the street address, of tlia principal office of the corporation is:
a/o CSC -- 2711 Centerville Road, Suite 400, Wilmington, DE 19808
b. ❑ The litiiited liability company does not have a principal office.
S. The street address and county of the registered office, In ills Slate of Nwtb C Folina ts:
NumberandStmot 327 Hillsborough Street
City, Biala, Zip Code Raleigh, NC 27403
Comfy wake
6. Tito mailing address, if dWarent ji»st the o cet address, of rho registered office In the Slate of North Carolina ls:
7. The name of the roglsterod agtat in ilia Slnto of North Carolina is: Corporations Sexviae Company
8. The names, titles, and wital business addresses of the current managers of tho limited liability company are:
(We attecln eftllnesrssary)
is`ttruc
RS WS Properties, Inc.
(ReykalJonvaq MO.?)
1lastuea .dddrsss
301 S. College Street
Charlotte, NC 28288
(%mar L-09)
Certification# C200902100446-1 Reference# C200902100446- Page: 2 of 4

APPI,IC49'ItW PO.q C?itifPICATB OIrADTHOilITY
Paget
9. Attache l U o.cerdfleatooNwhi mce (a docuotont of s1milor hapar%duty auditentrcarad by iho ttoorotary orxlAdaar odhor orbiat
having ouiw1y of limitd ilgliitity (dpslipAny rpcp[da bt Oto slnto.or ootmdry of IbnnAllon. `I'h Caii�Qrnia�j Rxiatan ++ +rt l+e leer
thop sk mMkkAK Aittt?�49it1'.2r� 4I11 gJllt}!1@i�t@jgmgteit.
1tb Mhe limited liftbilidy aoirip4nqq Is tegtitiud to use a flctlltons namo in ordw to tronsool busiaoss hi dikStata, it copy of the msolullon
of Igo managors ae#uit0al; the fictilioust noino Il ntlaohed,
11. This appllt atioa All baot%ctivouppA Ming, unloss a delay"ddata endior tiara it: alwifled:
This dto any of Janriazy .26 09
t:�ovda W 0"nLal, TA&
' �Icntae �hslrslr t:rtrbe(dy �svt�atW
Ygutrhac ti/• ea'
Bover-ly W. Jackson, Assistant Vice President
- —-73naorPrhNNAtue of R$DU$ Pkdoditles, Inc.
(etcvlaed Janw y 3902" (Form L49)
CertiHcatlon# C200002100448-1 Reference# C200902100446- Page: 3 of 4

SECRETARY'S CERTIFICATE
REDUS PROPERTIES, INC.
I, Amanda Martocchio, Assistant Secretary of REDUS Properties, Inc., (the
"Corporation"), hereby certifies that the following resolution was duly adopted at a meeting of
the Board of Directors of the Corporation on May 15, 2018, and that the same is reflected in its
corporate records:
Resolution Regarding Officer Authority and Execution of Documents
RESOLVED, that the President and any Vice President (however designated), Managing Director,
Director, Associate or persons holding other such equivalent titles with the Corporation, or any
one of said officers, together with the Secretary or any Assistant Secretary of the Corporation; if
required, be and they are hereby fully authorized to sign, .execute, acknowledge, verify.. deliver or
accept on behalf of and in the name of the Corporation, all agreements, indentures, mortgages,
deeds, conveyances, transfers, certificates, declarations, receipts, discharges, releases,
satisfactions, settlements, undertakings, petitions, schedules, accounts, affidavits, bonds, proxies,
and other instruments or documents (collectively, hereinafter referred to as "Documents') that
may arise in connection with or relate to the conduct of the business of the Corporation; provided.
however, that where required, any Document shall .be attested by one of said officers other than
the officer executing such Document; and provided, further, that any Document may also be
executed, acknowledged, verified, delivered, or accepted on behalf of the Corporation in such
other mariner and by such other officers as the Board or other governing body of the Corporation
may from time to time direct; and provided, further, that the provisions of this resolution are
supplementary to any pertinent provisions of the Corporation's governing documents. Except as
may otherwise be required by law, any such Documents executed and delivered as aforesaid shall
be binding on the Corporation and shall be deemed to be authorized by the board or other
governing body. The President and any Vice President, (however designated), Managing
Director, Director, Associate or persons holding other such equivalent titles shall have, by virtue
of their office, the authority from time to time to act as an Assistant Secretary of the Corporation,
and to such extent, said officers are appointed to the office of Assistant Secretary;
RESOLVED FURTHER, that to the extent necessary, desirable or convenient in connection with
the execution and delivery of any Document that may arise in connection with or relate to the
conduct of the business of the Corporation, a duly elected Managing Director of the Corporation
may execute and deliver a Document as a Senior Vice President of the Corporation, a duly elected
Director of the Corporation may execute a Document as a Vice President of the Corporation, and a
duly elected Associate of the Corporation may execute a Document as an Assistant Vice President
of the Corporations and
RESOLVED FURTHER, that any and all actions heretofore or hereafter taken or caused to be
taken by the appropriate officers of the Corporation within the terms of the foregoing resolutions
be, and the same hereby are., approved, ratified, and confirmed.
I FURTHER CERTIFY that the following individual is a duly elected officer of the
Corporation, holding the title set forth opposite his or her name:
Sarah Wicker Senior Vice President
IN WITNESS WHEREOF, I have set my hand and the corporate seal of the Corporation
this 11 th day of July, 2018,
•>>o�i�t�Ftr�i�so+r n'�' U'�
`,`�c gcapertrae i i Wei ��tJ�
[SEAL] Zt3 �.— _ Amanda Martocchio, Assistant Secretary
REDUS Properties, Inc.
8288928 %y+, 2o[Ie
++++,_�alaws�er,•��

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, December 18, 2018 3:44 PM
To: 'Mark Arcuri'
Subject: FW: [External] RE: SW8 060608 Villages at Turtle Creek - 8/21/18 Meeting Notes
Mark,
I received a transfer application today? I thought the t you all vjere going to modify?
Thanks,
,:e I ly
From: Johnson, Kelly
Sent: Friday, October 5, 2018 9:20 AM
To: 'Mark Arcuri' <[e-mail]>
Subject: RE: [External] RE: SW8 060608 - Villages at Turtle Creek - 8/21/18 Meeting Notes
That sounds terrible. Hopefully They get it resolved.
From: Mark Arcuri[nlailto:MAr(:[e-mail]]
Sent: Friday, October 5, 2018 9:13 AM
To: Johnson, Kelly <kellv.p.![e-mail]>
Subject: RE: [External] RE: SW8 060608 - Villages at Turtle Creek - 8/21/18 Meeting Notes
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Our office had roof leaks. The flat roof and gutter system was clogged up with leaves during the storm so it had
nowhere to go. Water ran down the interior walls, and seeped across the floor. Smelled terrible after the storm —a
toxic smell, and I'm not being dramatic. Landlord ran fans, dehumidifiers, and removed some dry wall. Now they need
to remove some carpet, then reinstall everything. We've shuffled around also, but some are offsite in temporary space
or working from home. I hate flat roofs!!!!
I'll look for the returned package. Thank you and have a great weekend!
Mark Arcuri, PE I Site/Civil Department Manager
SQL^I Engineering & Construction
5030 New Centre Drive I Suite B 1 Wilmington, INC 28403
Cell: 910.228.0424 sepien>;inee:rine,com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <[e-mail]>
Sent: Friday, October 5, 2018 9:07 AM
To: Mark Arcuri <;viArcuri(ads=TpiPr ineerin c+im>
Subject: RE: [External] RE: SW8 060608 - Villages at Turtle Creek - 8/21/18 Meeting Notes

The back building was damaged significantly. All staff have been moved to conference reon-,s in t`v -'on` bt;ildi: i.r,— is
a complete mess (mainly a mold issue). We came back on Tuesday.
OK. Well I will go ahead and return the application. If you need to talk about the alternative desi .ns just let me know.
Thanks,
Kelly
From: Mark Arcuri [ i! .rcuri(@sepien�' ineerinff.conld
Sent: Friday, October 5, 2018 9:01 AM
To: Johnson, Kelly <:��II� '- � .-^n a ncdenr.gov>
Subject: RE: [External] RE: SW8 060608 - Villages at Turtle Creek 8/21/18 Meeting Notes
w° External email. Do not click links or open attachments unless verified.: 0, ous email as an attachment to
I -
Hey, when did you guys get back to work after storm?
We are going to submit an application package to revise some of the basins to innovative designs. Sound good?
Thank you.
Mark Arcuri- .: 14 cit•-• J>';ste'sl Departrfzent rvlaita;,7 f
KIN F_ngin,:- rinl Ze.-c.;-.structior.
5050 Nely C,_n rt, `%s•ivii I Suite 3 I V.Jiifo,ingon, IJC 29,103
Cell: 910.22 a.G:' A 1 ,t *nginefc' in -1 1,r
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <kel!y.p.ioi:nFor.@r�cdenf .-.ov>
Sent: Friday, October 5, 2018 8:59 AM
To: Mark Arcuri <MArcuri(aseni_:LiTiiiee in;...:,m_>
Subject: RE: [External] RE: SW8 060608 - Villages at Turtle Creek 8/21/18 Meeting Notes
Mark,
wi'.3t did you all decide?
1 hanks,
I(^Ily
From: Mark Arcuri [mzilo:iv1Hrcu iaseuic,*S.cum]
Sent: Thursday, August 23, 2018 11:09 AM
To: Johnson, Kelly <kelly.p.lohnsen ancdenr. op
Subject: [External] RE: SW8 060608 - Villages at Turtle Creek - 8/21/18 Meeting Notes
Thanks for this email. Will respond shortly. Thank you.

41a;k Arcv i, PE Si.t VCI`vi' Gep?ozrnent
SE-i En4:eerinf,- Consa-t)c:ion
-Qntre C:ive I sure B I Wdrn;Iti;ton. H GS= uj
trill: 1 1'J.Z? y.0 24 ! S ieilreering cirri
Connect with us: Linkedln I Twitter Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly<;cII:,. ;F n car: �°;fr!�i r, o;.•>
Sent: Wednesday, August 22, 2018 10:17 AM
To: Mark Arcuri
Subject: SW8 060608 - Villages at Turtle Creek - 8/21/18 Meeting Notes
Mark,
Thanks for meeting yesterday. Here are the notes I will leave on file. We identified three options to move forward:
1.) Wait to see if the basins infiltrate. This option may not be viable because you indicated that Nick Garner had
visited the site that morning. He found that the basins did not hold a lot of water, but they weren't dry after
seven days of no rain.
2.) Redesign/ re -permit the existing infiltration basins as wet ponds.
3.) Identify an alternative design and redesign/ re -permit the project with that design. This is an unusual approach,
and we would have to come up with something unusual that is also feasible. (We had discussed this before Wet
Pond 1B was redesigned, but ultimately they chose to pursue the wet pond. I understand that that was found to
be difficult and that you all may want to pursue this option for the other basins.) One option may be to
determine if the basin can hold the required volume above the permanent pool and also infiltrate that volume
within five days while maintaining a permanent pool in the infiltration basin. Other ideas are TBD. If you all
want to move in this direction, let's meet to discuss what you all propose to do so that we can get those details
worked out before you apply for the modification.
If we move forward with Options #2 or #3, then we will have to formally return the transfer application so that we can
accept a permit modification application. Unfortunately the $505 transfer fee would be forfeited. I also have to
officially re -set the due dates so that my management can track the project. The most recent letter (the 7/26/18) letter
was due on 8/21/18. Please let me know by 8/29/18 which option you all would like to pursue.
Thanks,
Kelly
K.eI.I.I� DYI VLSOVI,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.
3

SEPI
ENGINEERING i
CONSTRUCTION
Transmittal Letter
To: NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attention: Kelly Johnson
Stormwater Permitting
919-796-7215
From: Mark T. Arcuri, PE
SEPI Engineering & Construction,
Inc.
Subject: The Villages at Turtle Creek
SW8 060608 Permit Transfer
Application
We are sending you:
r Shop Drawings Prints
r Specifications r Copy of Letter
r Contracts r Invoice
SEPI Engineering & Construction, Inc.
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Main: 910.523.5715 1 Fax: [phone]
sepiengineering.com
—%---9t--
DEC 17 2018 1
Date: December 17, 2017
Copies: SEPI File
VIA: Hand Delivery
SEPI Project Number: SE16.015
r Plans r Samples
r Change Order r Reports
Copies
Date
Description
1 orig
12/4/2018
Check *6668703431 to NCDEQ for Amount of $505
1 orig & 1 copy
11/812018
Stormwater Permit Transfer Application Form
1 copy
10/13/2017
Current SW8 060608 Issued Permit
1 copy
7/11/2018
LLC Documentation by NC Secretary of State
1 copy
11/16/2017
HOA Board Meeting Minutes Establishing Scott Dulebohn as President
1 copy
12/12/2018
Signed O and M Agreements
1 copy
8/29/2017
Current Deeds
1 copy
10/13/2017
Signed Engineer's Certifications
1 copy
8/7/2007
Deed Restrictions & Protective Covenants
1 copy
9/8/2017
Compliance Inspection Report
1 copy
10/13/2017
Maintenance Invoice Records
1 copy
10/13/2017
Owner Report with Mortgage Company showing all lots are sold
Comments:
If you have any questions or need additional information, please contact me at 910-228-0424 or
email marcur!@seoiengineering.a. . Thank you!
# e:
Signed. Page:
1/1

Application Completeness Review Checklist
Project Name: —7-4-e- U_ C � at T.": e Date Delivered to WIRO:
IGca_'z ..-'r W_. BIMS Received/Accepted Date: t
Project County/Location: *BIMS Acknowledged Date: j
IRule(s):
7 Coastal 02008 Coastal �95 Coastal
Permit Action: New ajor Mo Minor Mod / Renewal / Transfer
Permit Typ H / LD / LD Overall / HD &LD Combo
Genera l.Per it / Offsite / Exempt /.Rescission
SCM Type(s):
Development Type: Commercial / Residential / Other
Subdivided?: Subdivision or Sinele Lot
Phase II ElUniversal 111988 Coastal
**Naw Permit #:
ng Permit #: 6.4 Q ('06 G
OPE Cert on File?
:e to SWS:
Master PE Cert on File?
For New or Transferred Permits Permittee is: 1 Stream Class:_
Property Owner(s) r7Deveioper Lessee E)a'urchaser MHOA EISAiap EIORW Map
Paperwork Emailed Engineer on:
upFilemerA(s) (1 original per BMP)
F-10&M with correct/original signatures (I original per BMP excetat LS/VFS and swales)
pplication with correct/original signatures
Corp or LLC: Sig. Auth- per So or Signature Authorization letter or report
13! 5505 (within 6mo) Check#(s): i F qto ?-, [--]No Fee
Soils Report: w/SHWT or General Report
culations (sione(iisealed)
n6-eed Restrictions, if subdivided:
**Signed & Notarized Template
Template (Comm/Res & HD/LD) or
Recorded Covenants
Recorded Plats
130'ro-ject Narrative
ID"'13S Niap
E
ans - ----
Sets
'Jicinity Map
Legend
EIDA Maps
"Existing Conditions
Grading
REVIEWER NAME:
f_/�l�.
050% or more Lots Sold List
Elf-FInlaii Address: Design Engineer
DEiail Address: Property Owner
eed 4. *.,,,
Email Address: Lessee
Lease Agreement
Email Address: Purchaser
7P4rchase A6reement
t
Email Address: Dev per
Email Address: HO epresentative
4f
Wetlands: Delineated or _ No Wetlands_
Project Boundaries
Layout (proposed BUA dimensions)
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings. etc)
55ir:ndscape Plan
PE Seal
NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet.
**FOR NEW Projects -Enter New Permit # on
Supplements & Deed Restiction Templates,
G:WQ\\\Refereoce Libra ry\Procedures\Checklists\Completeness Review Checklist_2018 03 13

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOSY) VINSON, A
Interim Director'
October 5, 2018
Redus NC Coastal, LLC
Attn: Ms. Sarah Wicker, Senior Vice President, ORE Wholesale Banking
1 Independent Drive, 10' Floor
Jacksonville, FL 32202
Subject: PROJECT RETURN
Stormwater Project No. SW8 060608
The Villages at Turtle Creek
Pender County
Dear Ms. Wicker:
The Wilmington Regional Office received and accepted a State Stormwater Permit Transfer Application for
the subject project on January 16, 2018. After a series of requests for additional information, it was
determined that some infiltration basins were not functioning even after having been maintained. It has been
determined that these systems will need to be redesigned and permitted as alternative systems. The
application has been returned per your request. The $505.00 application fee has been forfeited and a new fee
will need to be provided if you choose to resubmit this application in the future.
If you wish to pursue construction of this project, you must reapply for a permit to the Division. Your
application package must include a completed and signed application form, supplement form, signed O&M
agreement, application fee, signed, sealed and dated calculations, and 2 sets of signed, sealed and dated site
layout and grading plans with details.
The construction of any impervious surfaces prior to receipt of a new or modified stormwater permit, 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.
If you have any questions concerning this matter, please contact Kelly Johnson at [phone] or via e-
mail at [e-mail].
Singerely,
.,, Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: \\\Stormwater\Permits & Projects\2006\060608 HD\2018 10 return_project 060608
cc: Mr. Mark Arcuri, PE, SEPI Engineering & Construction
5030 New Center Drive, Suite B, Wilmington, NC 29403
Inspector, Pender County Inspections
Wilmington Regional Office
� A
W imm�em�m oi�ririmon�enw aun W„
North Carolina Department of Environmental Quality 1 Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H.1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at. htto://deg.nc.pov/contactIreaional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until.•
1. the current permittee resolves all non-compliance issues identified in the inspection report,
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.); or
3. in the case where a transfer falls under G. S. 143-214. M2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official (for current and proposed permittee) must meet the following:
• Corporation - a principal executive officer of at least the level of vice-president,
• Limited Liability Company (LLC) - the designated manager, (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC)
• Municipality - a ranking official or duly authorized employee;
• Partnership or limited partnership - the general partner;
• Sole proprietor,
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noted in a-e above, as
applicable.
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 060608
2. Project name: The Villages at Turtle Creek Phases I and II
Is this an updated project name from the current permit? ❑ Yes ® No
3. Reason for the permit transfer request:
Transfer to Home Owners Association (HOA)
ECF_1NJF-
OCT 13 2417
qYt
Stormwater Permit Transfer Application Form Page 1 of 7 April 21, 2017

B. PERSON(S) WHO HAVE SIGNED THIS FORM
❑ 1. Both the current and proposed permittees.
2. Only the current permittee/declarant of a condominium or planned community (skip Pat F & G)
In accordance with G.S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is.allowed only
when all of the following items can be truthfully checked.
® Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
® The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
® The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
In accordance with G. S. 143-214.71c51 (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked.
❑ a. The proposed permittee is either (select one of the following):
❑ The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ The successor -owner who is the sole claimant of the right to engage in the pen-nitted
activity.
❑ b. The current permittee is (select all at least one of the following):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activityis occurring or will
occur.
❑ Other (please explain):
❑ c. The proposed permittee agrees to the following requirements (all must be selected):
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
❑ The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
OCT 13 20�7
Stormwater Permit Transfer Application Form Page 2 of 7 April 20, 2017

C. SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this foram. Please mark ')C" if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.31)(e)(2).
Y 2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
Y 3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
Y 4. The signed and notarized applicable operation and maintenance agreement(s) from the proposed
permittee, as required by the permit.
Y 5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
Y 6. If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
Y 7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built -upon area or the maximum
allowed total built -upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
Y 8. If transferring under G.S. 143-214.7(c2) (see also SL 2011-256), documentation verifying that 50%
or more of the lots have been conveyed to individuals (not builders). Copies of the deeds of
conveyance or a chart listing the lot number, lot address, owner's name, conveyance date and
deed book and page number are acceptable.
N/A 9. If transferring under G.S. 143-214.7(c5) (see also SL 2013-121), provide legal documentation
supporting the dissolution of .the corporation or documentation supporting the current permittee
was lawfully and finally divested of title of the property.
N/A 10. A copy of the lease agreement if the proposed permittee is the lessee.
N/A 11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
N/A 12. A copy of the development agreement if the proposed permittee is the developer.
�ECEIVED
OCT 13 2017
Stormwater Permit Transfer Application Form Page 3 of 7 April 20, 2017

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION
1. Current Permit Holder's Company Name/Organization: Redus NC Coastal, LLC
2. Signing Official's Name: nn� Frin nn ^C�-- (�(�5 SAIRfl\� W�CyrE
3. Signing Official's Title: Sq- AesisgtafA-Vice President . at E l&kde5a�&t%Y_t,ry%
4. Mailing Address: 1 Independent Drive, 10th Floor
City: Jacksonville State: FL Zip: 32202
5. Street Address: 1 Independent Drive, 10th Floor
city: Jacksonville State: FL ZIP: 32202
6. Phone:( 904 ) 351-7346 Email: [e-mail]
Erin M. Acton, Assistant Vice President of Redus Properties Inc.,
I, Sole Member of Redus NC Coastal, LLC , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit. I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
® the most recent permit;
® the designer's certification for each SCM;
® any recorded deed restrictions, covenants, common areas, drainage easements or plats;
® the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement;
® past maintenance records from the previous permittee (where required);
® a copy of the most recent inspection report;
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the pro osed permittee named below. I understand that this request to transfer the
permit may t b a r ed b e DEMLR unless and until the facility is in compliance with the permit.
Signature,�M Date: ( --I
(
I,.both )1Q ri c. &aTej�r , a Notary Public for the State of
R u n , County of Du via , do hereby certify
that Erin M. Acton personally appeared before me
this the I 1 `f"4/) day of _ i� 20j_, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
"�B;•,, KATHRYN C. BATEMAN
(Notary Seal) �* .° : Notary Public - State of Florida
My Comm. Expires Feb 20, 2019
•��OF FI AT, commlggion # FF 171539
Notary Signature:
My commission expires -11a-o /
ECEIVE
OCT 13 2017
G
M
Stormwater Permit Transfer Application Form Page 4 of 7 April 20, 2017

E. PROPOSED PERMITTEE INFORMATION
The proposed permittee is the:
❑ Property owner (skip Part G)
® Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UCLA) (skip Part G)
❑ Lessee (Attach a copy of the lease agreement. Both the lessee and the property owner will appear on the
permit as co permittees. if the lease is terminated, responsibility for the permit reverts to the property
owner.)
❑ Purchaser (Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. if the purchase agreement is cancelled the
permit reverts to the property owner.)
❑ Developer (Attach a copy of the development agreement. Both the developer and the property owner will
appear on the permit as co-permittees. if the development agreement is terminated, responsibility for the
permit reverts to the property owner.)
2. Proposed permittee name (check one of the following and provide the name):
❑ Corporation, LLC, Partnership, Municipality name:
® HOA / POA / UOA name: The Villages at Turtle Creek Homeowners Association Inc
❑ Sole Proprietor
3. Proposed permittee contact information:
a. Signing Official's Name: Scott Dulebohn
b. Signing Official's Title: President
c. Mailing Address: 1213 Culbreth Drive
City: Wilmington state: NC ZIP: 28405
d. Street Address: . 1213 Culbreth Drive
City: Wilmington state: NC zip: 28405
e. Phone: (910 ) 270-9975 Email:
4. If there is a Management Entity that manages the property for an HOA, POA or UOA, please provide:
a. Management Company or Business name: Atlantic Shores Management, LLC
b. Contact Name: Elizabeth Parker Title: Owner/Operator
c. Mailing Address: 709 Paisley Court
d. City: Wilmington State: NC zip: 28409
e. Phone: ( ) 270-9975 Email: [e-mail]
slyN 2 7 Z
BY:
Stormwater Permit Transfer Application Form Page 5 of 7 April 20, 2017

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
❑ Property owner (skip Part G)
ID9 Home fawners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (skip Part G)
❑ Lessee (Attach a copy of the lease agreement. Both the lessee and the property owner will appear on the
permit as co-permittees. If the lease is terminated, responsibility for the perldrtyownerwill
to property
owner.)
❑ Purchaser (Attach a copy of the pending sales agreement. The permit willission of a copy
of the recorded deed after the purchase has taken place. If the purchase ancelled the
permit reverts to the property owner.)
❑ Developer (Attach a copy of the development agreement. Both the developerty owner will
appear on the permit as co-permittees. If the development agreement is teronsibility for the
permit reverts to the property owner.)
2. Proposed permittee name (check one of the following and provide the
❑ Corporation, LLC, Partnership, Municipality name:
® HOA / POA / UOA name: The Villa es at Turtle Creek Ho e
❑ Sole Proprietor
3. Proposed permittee contact information:
a. Signing Official's Name: Gary Robert Owens
b. Signing Official's Title: President of GoProperty Management, LLC
c. Mailing Address: 1908 Eastwood Road/Suite 321
City: Wilmington / State: NC zip: 28403
d. Street Address: 1908 Eastwood Read Suite 321
City: Wilmington State: NC zip: 28403
e. Phone: (910 ) 509-7281 Email:
4. If there is a Management Entity that nages the property for an HOA, POA or UOA, please provide:
a. Management Company or Busine name: GoProperty Management, LLC
b. Contact Name: GaryRobert wens Title: President
c. Mailing Address: 121 Culbreth Drive
d. City: Wilmin ton State: NC _ zip: 28411
e. Phone: ( 910 ) 509-72 1 Email: [e-mail]
OCTECEIVE
13 2017
er
Stormwater Permit Transfer Application Form Page 5 of 7 April 20, 2017

F. PROPOSED PERMITTEE CERTIFICATION
1, , hereby notify the DEMLR that I have acquired through sale,
lease, development agreement, or other legal transfer, the project/property covered by the stormwater
management permit and/or the responsibility for constructing and/or operating and maintaining the permitted
stormwater management system. I acknowledge and attest that I have received a copy of: (select all that apply):
❑ the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as -built plans;
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
❑ a copy of the most recent inspection report;
❑ Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written "plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built -upon area as shown on the
approved plans; and i will {construct), operate and maintain the approved stormwater management system
pursuant to the requirements listed in the permit and in the operation and maintenance agreement.
Signature:
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the day of , 20 , and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
ECEI V E
OCT 13 2017
BY:
Stormwater Permit Transfer Application Form Page 6 of 7 April 20, 2017

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization: .
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City: State
Phone: Email:
ZIP:
1, hereby certify that I currently own the property identified in this
permit transfer document and acknowledge that the Proposed Permittee listed in Attachment B will be purchasing
the property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase, lease or developer agreement/contract is cancelled or defaults I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner
my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the day of
20 , and acknowledge the due execution of the forgoing instrument. Witness
COVE
OCT 13 2017
BY:
Stormwater Permit Transfer Application Form Page 7 of 7 April 20, 2017

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, August 22, 2018 10:17 AM
To: 'Mark Arcuri'
Subject: SW8 060608 Villages at Turtle Creek 8/21/18 Meeting Notes
Mark,
Thanks for meeting yesterday. Here are the notes I will leave on file. We identified three options to move forward:
1.) Wait to see if the basins infiltrate. This option may not be viable because you indicated that Nick Garner had
visited the site that morning. He found that the basins did not hold a lot of water, but they weren't dry after
seven days of no rain.
2.) Redesign/ re -permit the existing infiltration basins as wet ponds.
Identify an alternative design and redesign/ re -permit the project with that design. This is an unusual approach,
and we would have to come up with something unusual that is also feasible. (We had discussed this before Wet
Pond 113 was redesigned, but ultimately they chose to pursue the wet pond. I understand that that was found to
be difficult and that you all may want to pursue this option for the other basins.) One option may be to
determine if the basin can hold the required volume above the permanent pool and also infiltrate that volume
within five days while maintaining a permanent pool in the infiltration basin. Other ideas are TBD. 0: you all
want 4r move ii1 th's direct'%on, ._. _ � nneet''m diSt us. wthal yot ail p.-,opcjse to do so t 1 � °`: MSC , i
h"t; l WP %rin Pt Se.LSC ��% UHIS
worked out before you aipply for he :-. odificat;1-c- i.
If we move forward with Options #2 or #3, then we will have to formally return the transfer application so that we can
accept a permit modification application. Unfortunately the $505 transfer fee would be forfeited. I also have to
officially re -set the due dates so that my management can track the project. The most recent letter (the 7/26/18) letter
was due on 8/21/18. Please let me know by 8/29/18 which option you all would like to pursue.
Thanks,
Kelly
fceLLUJ0kI Vk,S0 Vk,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.

Iz I
ENGINEERING&
CONSTRUCTION
SEPI Engineering & Construction, Inc.
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Main: 910.523.5715 1 Fax: [phone]
sep!engineering.com
Transmittal Letter
AUG 0 9 201-
To: NCDEQ_ Date: August 9, 2018
127 Cardinal Drive Extension
Wilmington, NC 28405
Attention: Kelly Johnson
Stormwater' Permitti ng
919-796-7215
From: Mark T. Arcuri, PE
SEPI Engineering & Construction,
Inc.
Subject: Plan of Action - Villages of Turtle
Creek - SW8 060608
We are sending you:
r Shop Drawings
r Specifications
r Contracts
Comments:
Prints
r
Copy of Letter
r
Permits
Copies: 1
VIA: Hand Delivery
SEPI Project Number: SE16.015.01
Plans Deeds
r Change Order r Minutes
If you have any questions or need additional information, please contact me at 910-228-0424 or
email marcuriCcbseo!engineering.com- Thank you!
Sincerely,
Page:
Signed. mot-'UL
1/ 1

ILN Oq k_"Q )J
SEPIAugust
9, 2018
CNc�NCER1Nat
coNsIRUCTION
Kelly Johnson
NCDEQ — Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
1025 Wade Avenue
Raleigh, NC 127605
919.769.9977
Re: Plan of Action
Viiilages of Turtle Creek - SW8 06C608
11020 David Taylor
Drive I suite 115
Dear Kelly:
Charlotte, NC 128262
704.714.4880
Thank you for your July 26, 2018 Notice of Non -Compliant Inspection & Request for
5030 New Centre
Additional Information Letter. As requested, we hereby provide the following
Drive ; suite B
response and Plan of Action. The section designations correspond to your July 26,
Wilmington, NC
2018.
28403 1910.523.5715
6. c. 1. Thank you for visiting. The MCAS New River (KNCA) weather station is
10800 Midlothian
about 19.5 miles from the Turtle Creek project site. We suggest using a
Turnpike I suite 100
Weather Underground Station much closer to the project site.
Richmond, VA
0 Go to wv,.w.wunderoround.com
23235 j 804.594.0181
o In the "Search Locations" field, type Surf City, NC and press enter
PO Box 1954
Click WUNDERMAP
Loveland, CD 180539
• Zoom closer into the project area
• You'll see an orange circle which indicates a station at the intersection
of Briq Drive and Shackle Lane, approximately 0.5 miles directly south
of the project site.
• Left click on the orange circle and you'll see the station labelled
"Saltwater Landing" with a Station ID of KNCHAMPS40.
• Left click the blue highlighted KNCHAMPS40.
• Left click the blue highlighted SALTWATER LANDING STATION
© Pan down to Weather History for Hampstead, NC rKNCHAMPS401
• Change Daily Mode to Weekly Mode
• Change month to July
• Change day to 19 (the day you visited)
• Click View
• Pan down to Precip. Accum. Total (in)
• You'll see that station recorded 0.16 inch on July 18 and another 0.17
inch July 19 (0.33 inches total). We doubt this water had time to
infiltrate the basins when you visited July 19.
We suggest visiting again when there hasn't been rain for five days, as per
design requirements when these basins were permitted.
6. c. ii. Thank you for this information. The Basin 1C vegetated filter and the wet
pond are both in compliance and ready for your upcoming inspection.
6. c. iii. We will continue to maintain all BMP's in the development to ensure they
are in compliance and ready for your upcoming inspection.
6. d. We will provide a revised application and signatory authority for Sarah
Wicker.
Kelly, we'd like to meet with you at your office to discuss this project. We
propose to meet this week or next week since time is of the essence to get
this permit transferred to the HOA. I will send you a request via email.
�`:
sepienginetwing.com ti
!
a@SFPlengineers
ft

SERI
Kelly Johnson
August 9, 2018
Page 2 of 2
If you have any questions about this Plan of Action, or any other matter, please do
not hesitate to contact me at 910-228-0424. Thank you for your continued
assistance with this project.
Respectfully Submitted,
SEPI Engineering & Construction, Inc.
r
Mark T. Arcuri, PE
Site/Civil Department Manager
2

Johnson, Kelly
From: Mark Arcuri <[e-mail]>
Sent: Thursday, August 9, 2018 8:57 AM
To: Johnson, Kelly
Cc: [e-mail]; Nick Garner
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Attachments: 2018-08-09 Turtle Creek Plan of Action.pdf
Kelly, thank you so much for your continued assistance on this project. As required, see attached our plan of action
letter - we'll deliver a hard copy as well. I'll be contacting you shortly. Thanks again and talk to you soon!
Mark Arcuri, PE i Site/Civil Department Manager
SEPI Engineering & Construction
5030 New Centre Drive I Suite H I Wilmington, NC 28403
Ccll: 910.228.0424 1 sepiengineering.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and maybe subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Mark Arcuri
Sent: Saturday, July 28, 2018 5:33 AM
To: Johnson, Kelly <[e-mail]>
Cc: [e-mail]; Nick Garner <[e-mail]>
Subject: Re: [External] RE: SW8 060608, The Villages at Turtle Creek State Stormwater Permit
Thank you. We'll work on this next week. Thank you.
Mark Arcuri, PE
910-228-0424
On Jul 27, 2018, at 8:58 AM, Johnson, Kelly <[e-mail]> wrote:
All,
Please see the attached letter.
Thanks,
Kelly
From: Mark Arcuri [maiito:[e-mail]]
Sent: Thursday, July 19, 2019 12:03 PM
To: Johnson, Kelly <kellv.pJohnson ncdenr.gov>
Cc: [e-mail]; Nick Garner <[e-mail]>
Subject: Re: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit

N10 INFO #3
ROY COOPER
Governor
d, a
MICHAEL S. REGAN
Secretary
Energy,Mineral & WILLIAM E. (TOBY) VINSON, JR.
Land Resources Interim Director
ENVIRONMENTAL QUALITY
July 26, 2018
Ms. Sarah Wicker, Senior Vice President, ORE Wholesale Banking
Wells Fargo, RED -US ITC Coastal, LLC
1 Independent Drive, 1 Oth Floor
Jacksonville, FL 32202
Subject: Notice of Non -Compliant Inspection & Request for Additional Information
The Villages at Turtle Creek
State Stormwater. Management Permit No. SW8 060608
Pender County
Dear Ms. Wicker:
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR) is
reviewing the application to transfer The Villages at Turtle Creek, located along Loggerhead Boulevard in
Pender County to the HOA. The State Stormwater Management Permit, SW8 060608, was issued most
recently on January 12, 2018, and subsequent events are itemized below. The project is not in
compliance. Please submit a Plan of Action by Aug-ust 9, 2018 describing how the deficiencies will
be resolved by October 9. 2018 so that the application process can be finalized within a reasonable
period of time. If the deficiencies cannot be resolved by October 9, 2018 then the transfer application will
be returned. Specific items are addressed below under today's date.
1. 1/16/18: The application was accepted to transfer the permit from REDUS NC Coastal, LLC to
the HOA.
2. 4/3/18: Non -Compliant Inspection. (The inspection was delayed so that the perm.ittee could have
time to install/retrofit the newly permitted pond's outlet structure.)
3. 4/11/18: Notice of Non -Compliant Inspection & Request for Additional Information (# 1)
a. Common area deed was needed.
b. Documentation of signature authority was needed.
c. Inspection:
i. The infiltration basiins were holding water.
ii. Infiltration basin 1 C needed a vegetated filter.
iii. The recently -permitted pond was in compliance.
4. 7/6/18: Response to Request for Additional Information (#1) received
5. 7/19/18: Non -Compliant Inspection
6. 7/25/18: Notice ofNon-Compliant Inspection & Request for Additional Information (#2)
a. Common area deed has been submitted. (BK4091/PGO073 and BK4650/PG221-224)
b. Documentation of signature authority has been received.
State of North Carolina 1 Environmental Quality I Energy. Mineral and Land Resm ces
Wilmington Regional Office 1127 Cardlnal Drive Extn-ision I VVIlmington. NC 28405
arl0 746 7215

.State StormwaterPermlt No. SW 06U6U6
Page 2 of 2
c. lnsl�ectic7n:
i. The infiltration basins have been maintained, but some were still holding water.
Please see the enclosed inspection pictures. Precipitatioir, data from New River
Marine Corps Air Station is also included in the pictures. The data from this rain
station shows that there had not been significant rain in the ten days prior to the
4/3/18 or 7/19/18 inspections. Since the infiltration basins are designed to
infiltrate in half of that time, they should not be holding water. The infiltration
basins were maintained between these two inspections. This indicates that some
of the infiltration basins may have failed because they did not respond to
maintenance. I understand that there are other rain gauges in the area that may
have more representative rainfall, but I have not been able to find historical data
from those stations. Please address this issue.
ii. Other: The following items were riot inspected because a follow-up inspection
will be needed for the infiltration basins. Please ensure that these items are in
compliance for the upcoming inspection.
1. Basin 1 C vegetated filter
2. Wet pond
iii. Please ensure that regular maintenance is continued so that the whole project will
be in compliance for the upcoming inspection.
d. Other: The previous contact person for the pennittee, Erin Acton, is no longer employed
by the permittee. Ms. Acton signed the Transfer form on October 11, 2017, but since she
no longer has authority to sign for the permittee it will need to be resigned by another
individual. I believe that this person may be Sarah Wicker who I understand is the Senior
Vice President, ORE Wholesale Banking at Wells Fargo, REDUS NC Coastal, LLC.
i. Please submit a revised application signed by Ms. Wicker (or another appropriate
individual).
ii. Please also submit documentation that the person signing on behalf of the
permittee holds the title of Vice President or higher per 15A NCAC 02FI
.1040(l).
Please be advised that you are required to comply with the terns, conditions and limitations of the
Stonnwater Management Permit under Title 15A North Carolina Administrative Code 2H .1003 and
North Carolina General Statute 143-214.7, including the operation and maintenance of the permitted
stormwater system. Please also note that any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the stonnwater rules is subject to enforcement action as
set forth in NCGS 143 Article 21, including the assessment of civil penalties of up to S25,000 per day. If
you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-
796-7331 or via email at [e-mail]..
SineJntal
Ke n
Env Engineer
GDS\kpj: \\\Stormwater\Permits & Projects\2006\060608 HD\2018 07 CEI_addinfo 060608
enc: Compliance Inspection Report, 7/19/18
Inspection Photos, 4/3/18 & 7/19/18
Name/Ownership Change Form (10/11/17)
cc: Ms. Sarah Wicker, Permittee
(via email, Sarah. Ticker@wellsfargo. cam)
Mr. Mark Arcuri, PE, SEPI Engineering
(via email only, [e-mail])
Mr. Gary Robert Owens, Property Manager for the HOA, GoProperty Management, LLC
(via email only, gary. owens@gopropertymgt. com)
Mr. Nick Garner, Coastal Carolina Resource Group
(via email only, [e-mail])
Wilmington Regional Office Stormwater File
state of North Carolina I Environmental Ogality I Energy. Mineral and Land Resovrixs
Wilnifngwn Rcglonal OfFicr 1 127 Cardinal Drive Extays an I Wilmington, NC s`tr(. 5
910 796 72!5

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, July 19, 2018 12:37 PM
To: 'Mark Arcuri'
Cc- [e-mail]; Nick Garner
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek State Stormwater Permit
Attachments: 2018 07 pictures 060608.pdf
Mark,
HP-2 are the pictures from today. I a:m taring to leave town pretty soon, and so I will send the official letter next week.
I called Nick, and I understand that you all did a lot of work out there. I pulled the precipitation data and that is in the
z1lachcd file. He indicated that there may be c weather station closer to the neighborhood which may be more
representative of the rain there (showing more rain than what: saw at the Base). (Several infiltration basins had water
ir< them today.)
I will be in touch next week.
Kelly
From: Mark Arcuri [mailto:[e-mail]]
Sent: Thursday, July 19, 2018 12:03 PM
To: Johnson, Kelly <[e-mail]>
Cc: [e-mail]; dick Garner <[e-mail]>
Subject: Re: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Interesting. Thank you. Look forward to hearing back from you.
Mark Arcuri, PE
910-228-0424
On Jul 19, 2018, at 11:59 AM, Johnson, Kelly <kelly.p_jolinson@ncd..:Lnr.go,v_> wrote:
I went this morning. Will be in touch...
From: Mark Arcuri [maiIto : [e-mail]]
Sent: Thursday, July 19, 2018 11:38 AM
To: Johnson, Kelly <kelly.pJo� hnsenC�ncdenr.gov>
Cc: [e-mail]; Nick Garner <[e-mail]>
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
1•

SEPIENOINEE
CONSTRUCTION
Transmittal Letter
To: NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attention: Kelly Johnson
Stormwater Permitting
919-796-7215
From: Mark T. Arcur!, PE
SEPI Engineering & Construction,
Inc.
Subject: The Villages at Turtle Creek
SW8 060608 Minor Modification
We are sending you:
I Shop Drawings
r Specifications
r Contracts
Prints
Copy of Letter
P
Permits
SEPI Engineering & Construction, Inc.
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Main: 910.523.5715 1 Fax: [phone]
sepiengineering.com
Date: July 5, 2018
Copies: SEPI File
VIA: Hand Delivery
SEPI Project Number: SE16.015
Plans F Deeds
r Change Order R- Minutes
Copies
Date
Description
1 Copy
11/16/2018
Final VTC HOA Board Meeting Minutes (NOT stamped Draft)
Comments:
If you have any questions or need additional information, please contact me at 910-228-0424 or
email marcuri@sep!engineering.com. Thank you!
Sincerely,
JUL 06 2018
/�l� 4-.Ijq Page:
Signed:
1/1

VTC HOA BOARD MEETING
November 16, 2017
6:00 pm
Meeting called to order at 6:OOPM by John Gallagher. Meeting minutes approved.
Old business:
JOHN GALLAGHER: Gave a board report and speech for his years served at VTC.
SPRINKLER LEAK: Fixed
POOL: Gate was fixed and tile repaired - Maintenance
STORM DRAIN: Retention Ponds
New Business:
COASTAL CAROLINA: Nick Garner discussed current situation with retention ponds. Monthly
cost of $525 once ponds are turned over to VTC. Warranty of 1 year on their work. No
scheduled inspections. State will not sign over until inspection is passed.
SURF CITY OFFICER: Informed community of their work and issues in the local area.
GO MANAGEMENT: Gary Owens presented 2018 budget for a vote. Vote was turned down
and VTC will use current budget until new budget is presented.
NEW BOARD MEMBERS: Thank you John Gallagher and Barbara Langdon for your years of
dedicated service to the VTC Community. President -- Scott Dulebohn, Vice President — Emily
Law, Secretary — Lesile McCotry, Treasurer — Shannon Udler, Member at Large — John Cruz
Gliddens
NEXT MEETING: will be Tuesday, December 19th at 6pm.
Meeting ajurned
VIE .
JUL 0U
BY:

Compliance Inspection Report
Permit:
SW8060608 Effective:01112/18
Project:
The Villages at Turtle Creek Ph I & II
Owner:
Redus NC Coastal LLC
County:
Pander
Region:
Wilmington
Expiration: 07/20/20
Adress: NC 210 And Lodge Hall Rd
City/State/Zip: Surf City NC 28445
Contact Person: Chris Williard Title: Vice President Phone: [phone]
Directions to Project:
From the intersection of US 17 and NC 210, travel east on NC 210 two (2) miles. Turn left after Lodge Hall Road
Type of Project: State Stormwater - HD - Infiltration State Stormwater - HD Other
Drain Areas: 1Al - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
1A2 - (Beckys Creek (Bishops Creek)) (03-06-24) (SA;HQW)
1A3 - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
1 B - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
1C - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
1131 - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
1 D2 - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 07/19/2018 Entry Time: 10:45AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 11:45AM
Phone: [phone]
Inspection Type: Transfer Renewal
page: 1

Permit: SW806060h Owner - Project: Redus NG Coastal LLC
Inspection Date: 0711912018 Inspection Type Transfer Renowal Reason for Visit: Follow-up
File Review Yes No NA NE
Is the permit active? E ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? 0 ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? 0 ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? 0 ❑ ❑ ❑
Comment:
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? N ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ❑ ❑ N
Are the inlets located per the approved plans? N ❑ ❑ ❑
Are the outlet structures located per the approved plans? N ❑ ❑ ❑
Comment: Some of the infiltration basins were holding water, however they have been certified and maintained.
Resolution TBD.
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
❑ ❑❑■
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment: Some of the infiltration basins were holding water, however they have been certified and maintained.
Resolution TBD.
page: 2

v
m
Y O
d C
d t
U
d co
H �
m OS
to
G1 a
t!0 t
O a
O OD
tD �
O en
I
to
O
O
a
N
C
0-
O O O O O O O e-I O O
A G C C C C C 0 0 0 0
O
S
'V r-I e-I '-I ei ri rl 'i ei rl rl
I O O 0 0 0 0 0 0 0 O
rr
CT w n O to M N r-i O
n n ^ n n n n n n h
L
1
N
0 0 0 0 0 Ol�
ro O O O O O O O O O Vl
0 O C O C C O C C O O
Ln
N
3
3 w w w w w w w w w w
Bt ''''-I'-loo000OO
N N N N N N N N N N
\ \ \
aQ+ M N N N N N N
L \ \ \ \ \ \ \
M M M M M M M

1 -0
00 �
O
p 0
t� 0
(A Go
m
c
0
U
N
Q
-C

co
co

rr %
Go
rn
chi

O
cn
till
-1 x
4-1
"4
F O ; �t
—
�00
co
%D (U —
00 oo
v
00
�c; t
z �+/
ol
E; ,=
t
El

SEPIG
C0NSTRUc9'ION
SEPI Engineering & Construction, Inc.
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Main: 910.523.5715 1 Fax: [phone]
sepiengineering.com
Transmittal Letter �4 ,
JUN 2 7 2018
To: NCDEQ Date: June 27th 2018
127 Cardinal Drive Extension
Wilmington, NC 28405
Attention: Kelly Johnson
Stormwater Permitting
919-796-7215
From: Mark T. Arcuri, PE
SEPI Engineering & Construction,
Inc.
Subject: The Villages at Turtle Creek
SW8 060608 Minor Modification
We are sending you:
r Shop Drawings
r Specifications
r Contracts
r
Prints
P-0
Copy of Letter
r
Permits
Copies: SEPI File
VIA: Hand Delivery
SEPI Project Number: SE16.015
r Plans F Deeds
r— Change Order F Minutes
Copies
Date
Description
1 Copy
11/16/2018
VTC HOA Board Meeting Minutes
1 Copy
3/30/2010
Deed for Phase 1 Clubhouse Common Area
1 Copy
6/20.2012
Deed for Phase 1 All Other Common Areas
1 Copy
4/20/2017
Revised SSW- Permit Transfer Application 20170421 DEMLR-SW PG.5
Comments:
If you have any questions or need additional information, please contact me at 910-228-0424 or
email marcuri(a)sep!enaineering.com: Thank you!
Sincerely,
Signed.
Page:
1/1

Johnson, Kel
From: Johnson, Kelly
Sent: Tuesday, June 26, 2018 1:32 PM
To: 'Mark Arcuri'
Cc: [e-mail]; Nick Garner
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Thanks Mark. I will put the "due date" as Friday, 6/29. Once we get the letter (arid I am not sure if there is other data
pending... i will have to re-rez:d the add -info 'letter ... ), I will go back out there.
Thanks,
Kelly
From: Mark Arcuri[mailto:[e-mail]]
Sent: Tuesday, June 26, 2018 12:35 PM
To: Johnson, Kelly <[e-mail]>
Cc: [e-mail]; Nick Garner <[e-mail]>
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek State Stormwater Permit
Thanks Kelly. As a matter of fact, the field work is done. We were planning to notify you later this week, hopefully
allowing enough time for recent rains to infiltrate. Let us know when you're going out. Thank you!
Mark Arcuri, PE [ Site/Civil Department Manager
SEPI Engineering & Construction
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Cell: 910.228.0424 1 se ip gneineerine.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <kelly.p.![e-mail]>
Sent: Tuesday, June 26, 2018 11:19 AM
To: Nick Garner <nick ccrgnc.ccjm>; Mark Arcuri <[e-mail]>
Cc: sar�ah.w!cker wellstarcom
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Nick & Mark,
What is the status of this one? I know the weather has been terrible lately. (I just need to update the due date in our
database so it doesn't get flagged in my management's annual report in a few days.) On what date do you expect this
will be tinished so I can log that down.
Thanks,
Kelly

From: Nick GarnerWT c an
Sent: Wednesday, June 18 2: PM
To: 'Mark Arcuri' <[e-mail]>; Johnson, Kelly <[e-mail]>
Cc. sarah.wicker wellsfargo.com
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Yeah the Rain has killed us. We couldn't even touch it last waek. Tomorrow we will be soddir,.; cur equ;pm-2na entrance
points and seeding the basin boitoms. Hopefully we will be done tomorrow. I will keep you posted cn that. 1 plan to
personally ^o up there tomorrow to check it out.
Nick Game-,
CCiZG- Stormwater Ri_:nacer
410.470.7225
From: Mark Arcuri [m iIto:FAArcga , plrnigin :ring.corli]
Sent: Wednesday, June 06, 2018 1:54 PM
To: Johnson, Kelly<ke!,,r_n.johnsonfc�lrir..denl'.gov>
Cc: nick@ccrr;nc.com; sarah.. ,�icl<err<=wve.;si2rg;D.cc>7
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Funny I was thinking same thing yesterday. I am sure heavy rains last week put Nick behind. I will find out and let you
know.
6°dark Arcuri, PE I Site/Civil Department Manager
SEPI Engineering & Construction
40,30 New Centre Drive i Suite B I �,Uilmingtori, NC 28403
Cell:910.228,0424 1sepiengineerin .vPm
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <I<ell :p.iohnson@ncrlenr. ov>
Sent: Wednesday, June 6, 2018 1:52 PM
To: Mark Arcuri <[e-mail]>
Cc: [e-mail]; sarah.wickerPwellsfargp.com
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Mark,
What is the status on this one?
Thanks,
Kelly
From: Mark Arcuri [maiIto: MArcuri @sepien ineerin .com]
Sent: Thursday, May 10, 2018 6:27 PM
To: Johnson, Kelly <I;ellv_.p.'oI [e-mail]>

Cc: [e-mail] sarah.wicker(@xvellsfz:-go.com
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit -
Kelly, just an update. I spoke with Nick Garner today. They have begun work and are estimating to be done with field
work sometime next week. This of course is subject to change with weather, etc. but just wanted to give you the
latest. Thank you for your patience. We'll be in touch next week or shortly thereafter. If you have any questions in the
meantime, just let us know. Talk to you soon!
Mark Arcuri, PE [ Site/Civil Department Manager
,cPi Engineering & Construction
0M iNlew Centre Drives I Suite B I Wilrn!noton, NC 28403
Cell: 910.228.0424 I se}a'seneineering com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and maybe subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Mark Arcuri
Sent: Tuesday, April 24, 2018 2:20 PM
To: Johnson, Kelly <ke [e-mail]>
Cc: [e-mail]; nicks ccrync;ccrm; sarah.sFricker weiisfareo.�oyn
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
That's what I thought —just wanted to be sure —thank you!
Mark Arcuri, PE I Site/Civil Department Manager
SEPI Engineering & Construction
5030 New Centre Drivc I Suite B I Wilmington, NC 28403
Direct: 910.660.0505 I Cell: 910.228.0424 ; sepiengjggeriny.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <kelly..p.'ohnsgn ncdenr,gov>
Sent: Tuesday, April 24, 2018 2:12 PM
To: Mark Arcuri <[e-mail]>
Cc: [e-mail]; [e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Mark,
I got your voicemail asking for direction on how to proceed with the Plan of Action. I don't typically review the Plan of
Action. It is really just to make sure that there is a plan in place -to move forward on that needs to be done. So, please
just let me know when it is finished, and we will pick up from there.
Thanks,
Kelly
3

From: Mark Arcuri [rna6z(...:l',/1,Arruri u se�ierl° ecrir!,;.co�i�]
Sent: Thursday, April 19, 2018 11:21 AM
To: Johnson, Kelly <kelhr p.;ohnson a ncden; .J;ov>
Cc: erin.accon2wellsfargo.com; [e-mail]; saraii.wicker(@wellsfargo.com
wellsfarPo.com
Subject: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
External email. Do not click links or open attachments unless verified, Send all suspicious email as an attachment to _
Kelly, see attached Plan of Action per your request. Let us know if you have any questions about it whatsoever. Moving
forward, we will keep you updated overthe next few days once we get a more detailed schedule from Nick. We
appreciate your continued assistance with this project and hope you have a great weekend!
Mark Arcuri, PE [ 5itejC!vif Department Manager
SEPI Ergine;.ring & Con Tt ction
5030 New Contr2 Drivc; ! Suite 3 I trJilmington, NC 28403
Direct:910.CG0.0505 t: 'i:910.228.0424 1 segiengineerin .garr,
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly
Sent: Wednesday, April 11, 20184:19 PM
To: or! n.acton(�1* ve!Isfar�o.ck*+:n
Cc: Mark Arcuri <MArcur!Psepienginec, in_,.c.c�in>; Gary Owens <;;�- co F�i��n� _nper.o n r _corr.>
Subject: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
All,
Please see the attached letter requesting additional information.
Thanks,
Kelly
K-6L,�i OBI VI✓SO K,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land -Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.

jj��j�� iukriiii�ii�f�i�niiif jgta3Pf a�'�
oomfflo-n Pto`°�
72
o g
0"00.
Etonian Tti
NORTH CAROLINA SPECIAL WARRANTY DEED
Tax Lot No.:
Verified by County on the day of , 2012 by
Mail after recording to: Grantee
This instrument was prepared by: R. Colby Slaughter, Esq., K&L Gates LLP, Charlotte, NC
Brief Description for the index Phase I Common Area — The Villages at Turtle Creels
THIS DEED made as of the 24 day of April, 2012, by and between:
GRANTOR
REDUS NC COASTAL, LLC,
a Delaware limited liability company
c/o REDUS Properties, Inc.
8504 Colonnade Ctr. Dr.
D0221-010
Raleigh, NC 27615
GRANTEE
THE VILLAGES AT TURTLE CRFEK
HOMEOWNERS ASSOCIATION, INC., a North
Caroms non-profit corporation
e% REDUS Properties, Inc.
8504 Colonnade Ctr. Dr�-
DWI-010
Raleigh, NC 27615
Fester in appropriate block for each party. name, address, Oct if appropriate. character of a t . r-B•, cmporation or partnership.
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
aclmowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in Ponder County, North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference
*Under N.C.G.S. § 105-228.29, no excise taxis due in association with a transfer where no consideration in property
or money is due or paid by the grantee to the grantor.
CH-3094800v1
Z

� 1g1g, P74P�000 Page 2of iderCountyogle or of g
None of the property herein conveyed includes the primary residence of Grantor.
The property hereinabove described was acquired by Grantor by Instrument recorded in Book 3754 at Page 277 in
the Pender County, North Carolina Register of Deeds.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that 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:
1. The lien for ad valorem taxes for the year 2012 and all subsequent years.
2. The requirements of applicable zoning and subdivision ordinances;
3. All declarations, easements, rights -of -way, restrictions, covenants and other matters of public record,
including, but not limited to, those easements, restrictions, conditions and covenants contained in that
document entitled "Master Declaration of Protective Conditions for The Villages at Turtle Creek"
recorded in Book 3029 at Page 010, in the Pender County, North Carolina Register of Deeds (as
supplemented and amended from time to time, the "Declaration');
4. Riparian rights of others to the property herein conveyed; and
5. Any matters that would be disclosed by an accurate, current survey and physical inspection of the
property herein conveyed
Such conveyance from Grantor to Grantee does not waive, release, or discharge any rights and easements of
Grantor, as "Declarant" under the Declaration, as to the Common Area (as such term is defined in the Declaration),
all of which rights Grantor hereby confirms and reserves. Additionally, Grantor hereby reserves, for itself and any
successors and assigns, a perpetual non-exclusive easement on, over, to, under, and across all Common Area for the
purpose of further developing The Villages at Turtle Creek Subdivision. Such easement shall include, without
limitation, easement rights on, over, to, under, and across all Common Area for grading, drainage, access, ingress,
egress, and utilities, as deemed necessary by Grantor and its successors, assigns, and grantees for construction upon
or development of all other property in, or subject to the right to be annexed into, The Villages at Turtle Creek
subdivision.
[signature on following page]

Q1I1111IIIIi�llill11 � � odm ��p Skt'�P
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above
written.
REDUS NC COASTAL, LLC,
a Delaware limited liability coLalawp
By. REDUS P INc rfs
moos
B
PrintNftie.
'idle: Vice President
STATE OF WORTH
-- CAROLINA
COUNTY OF iAi&k. -
1, lti -L L , g ayg—rS a Notary Pyblic of LJ.0 County,
State of North Carolina, certify that Cb r a S . /J: /).' (the "Signatory"),
personally came before me this day and acknowledged that he is Vice President of REDUS PROPERTIES, INC., a
Delaware corporation, the Manager of REDUS NC COASTAL, LLC, a Delaware limited liability company, and that
belshe, in such capacity and being authorized to do so, executed the foregoing on behalf of the corporation in such
capacity.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or federal
identification with the Signatory's photograph in the form of. -
(check am of the following)
_ it driver's license or
in the form of k or
(a credible witness has sworn to the identity of the Signatory}
The Sigcetory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
Witness my hand and official stamp or seal this " day of April, 2012,E y
Notary Public If
(Note. Nomry Public must sign exactly as on notary seal)
Print Name: i � L. Oil*rr
My commission Expires: .S" 7 - a0 /L
- [NOTARY SEAL] (MUST BE FULLY LEG®LE)
r4jF-CEIVE
.i'!"! 2 7 20$3
1y:

11111I1111111111I111 1111111 DeedsN Teae►wy4Pre 5tte1 PROP
Ponder County, NC rsRReee
EXHIBIT A
Legal Description
Being all of that certain 151.185-acre tract located in Topsail Township, Pender County, North
Carolina described as "Tract B" in that certain Substitute Trustee's Deed recorded in Book 3754,
Page 277 in the Pender County, North Carolina Register of Deeds.
LESS AND EXCEPT THE FOLLOWING TRACTS:
(1) The property in Phase 1-A of the "The Villages of Turtle Creek" as recorded in Map
Book 44 at Page 29, and revised in Map Book 44 at Page 60, Map Book 45 at Page 43
and Map Book 46 at Page 104, all in the Pender County, North Carolina Register of
Deeds.
(2) The property in Phase 1-B of "The Villages of Turtle Creek" as recorded in Map Book 45
at Page 44, and revised in Map Book 46 at Page 105, all in the Pender County, North
Carolina Register of Deeds.
(3) The property in Phase 1-C of "The Villages of Turtle Creek" as recorded in Map Book 45
at Page 117, and revised in Map Book 45 at Page 139 and Map Book 46 at Page 44, all in
the Pender County, North Carolina Register of Deeds.
(4) All of that certain tract of property depicted as "Pump Station Easement" containing
0.195 acres as shown on that map recorded in Map Book 46 at Page 044, Slide 620,
Pender County, North Carolina Register of Deeds.
(5) All public road rights -of -way shown on and contained in the maps of Phase 1-A, 1-B and
1-C of "The Villages of Turtle Creek" described in items (1)-(3) above.
(6) All of those certain tracts of land described in deeds recorded in Book 1428 at Page 265
and Book 1426 at Page 322 in the Pender County, North Carolina Register of Deeds.
(7) All of that certain tract of land conveyed to Turtle Creek 37, LLC by Special Warranty
Deed from REDUS NC Coastal, LLC dated December 22, 2011 and recorded on
December 22, 2011 in Book 4007 at Page 192 in the Pender County, North Carolina
Register of Deeds.
(8) Any property within the above -described 151.185-acre tract which was not owned by
REDUS NC Coastal, LLC as of the date of recordation of that certain Amendment to
Declaration of Protective Conditions for the Villages at Turtle Creek recorded on
December 22, 2011 in Book 4007 at Page 191.
It being the intent that the above -described property be the property generally shown and
depicted as "Phase 1 Common Area Property" on the map attached hereto as Exhibit B.

alb Ilnllll l ,n�llnl P.6.000
�eu�r Cuanfy
M = PHASE i C wwN OCA VtOPEATY

ta
I IIIIIII IIIIIIIIIjllllljf o1 P �,t'
Oa! Thehey Prevatte Realater of Dae&
NC RE80-2010 14:14:50.002 pq�er C01,tY� MC 40" STAMP: $094.00 (#101701
PIN # LOP-T- IN--1OLN _
the Grantee confirm the excise Tax Lot No. /Parcel Identifier No.
tax is $904.00 4225-89-1044
Mail after recording to. William L, Esser 1V, PARKER POE ADAMS & BERNSTEIN LLP Three Wachovia
Center, 401 South Tryon St Suite 3000 Charlotte North Carolina 28202
This instrument was prepared by: PARKER POE ADAMS & BERNSTEIN LLP
Brief Description For The Index:
2.155 Acre Tract MB 46, Pg. 44, Slide 620, Ponder County
SUBSTITUTE TRUSTEE'S DEED
GRANTOR
WASLAW, LLC, Substitute Trustee. a North
Carolina limited liability company
120 West Fire Tower Road
Post Office Box 8099
Greenville, North Carolina 27835-8088
GRANTEE
Tye Villages at Turtle Creek Homeowners
Association, Inc., a North Carolina Non -Profit
Corporation
c/o, Corporation Services Company
1213 Culbreth Drive
Wilmington, NC 28405
THE PROPERTY REFERENCED HEREIN DOES NOT INCLUDE THE
PRIMARY RESIDENCE OF THE GRANTOR OR DEBTOR (AS DEFINED BELOW).
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.
THIS DEED, made this aVday of 2010, by and between WASLAW, LLC,
Substitute Trustee under the Deed of Trust ereirrai%r mentioned, of Pitt County, North Carolina (the
"Grantor"), and The Villages at Turtle Creek Homeowners Association, Inc. (the "Grantee");
WITNESSETH:
WHEREAS, on July 11, 2006, DCNC North Carolina 1, L.L.C. (the "Debtor-), executed and
delivered an A&D Note (the "A&D Note") evidencing its indebtedness to Wachovia Bank, National
Association ("Waehovia") in the original principal amount of $5,300,000.00; and
PPAR WV9004

3-3
014;104
II'lllI'lllII III II IIIIIII1111111
IIIIll Fayf TeaC OP eva te007
pander County. egieter of Deeds page 2 of 5
WHEREAS, on July 11, 2006, Debtor executed and delivered a Revolving Note (the "Revolving
Note') evidencing its indebtedness to Wachovia in the original principal amount of $2,000,000.00 (the
A&D Note and the Revolving Note are collectively referred to as the "Notes"); and
WHEREAS, Debtor executed a Deed of Trust and Security Agreement dated July 11, 2006 and
recorded in Book 3006, Page 276 of the Pender County Public Registry (the "Deed of Trust"), conveying
certain real and personal property, including the property conveyed herein (the "Property") in Ponder
County to TRSTE, Inc., Trustee, for the benefit of Wachovia to secure the Note; and
WHEREAS, WASLAW, LLC was substituted as Trustee by a Substitution of Trustee recorded
in Book 3562, Page 304 of the Ponder County Public Registry; and
WHEREAS, default having occurred in the payment of the indebtedness securcd by the Deed of
Trust and in the performance of the stipulations and conditions therein contained, due demand was made
upon Grantor, by the owner and holder of the indebtedness secured by the Deed of Trust, that the Grantor
foreclose the Deed of Trust and sell the real and personal property described therein under the terms and
provisions thereof and the laws of the State of North Carolina; and
WHEREAS, under and by virtue of the power and authority in it vested by the Deed of Trust and
according to the terms and the stipulations of the same, and pursuant to the Order of the Assistant Clerk of
Superior Court of Ponder County in that certain FORECLOSURE PROCEEDING, entitled 09-SP-19,
whereupon the Assistant Cleric of Superior Court of Ponder County, North Carolina authorized Grantor to
proceed under the Deed of Trust and sell the Property, and Grantor, at 11:00 a.m. on January 6, 2010, did
expose the Property for sale at public auction at the Ponder County Courthouse and the Property was sold
along with other property secured by the Deed of Trust as reported in six (6) separately filed reports of
sale; and
WHEREAS, Grantor duly reported the sales to the Cleric of Superior Court for Pender County on
January 6, 2010 wherein Wachovia was the highest bidder for the Property with a total combined bid (for
the Property and the other property secured by the Deed of Trust) of $2,670,000.00 (the "Credit Bid"),
and thereafter said sale remained open ten (10) days as by law required; and
WHEREAS, Wachovia assigned the Credit Bid to REDUS NC Coastal, LLC, a Delaware limited
liability company ("REDUS") pursuant to the Assignment and Assumption of Foreclosure Bid filed with
the Clerk of Superior Court for Ponder County;
WHEREAS, REDUS was assigned certain rights as a "Declarant" pursuant to an Assignment of
Rights from Wachovia to REDUS recorded in the Ponder County Public Registry;
WHEREAS, exercising the Declarant right to convey Common Area to Grantee pursuant to
Section 4.11 of the Master Declaration of Protective Conditions for the Villages at Turtle Creek recorded
in Book 3029, Page 10, REDUS hereby directs Grantor to convey the Property to Grantee;
NOW, THEREFORE, in consideration of the premises and the payment of the purchase price,
the receipt of which is hereby acknowledged, and pursuant to the authority vested in it by the terms of the
Deed of Trust, Grantor does hereby bargain, sell, grant and convey unto Grantee and its successors and
assigns, all of the following real and personal property:
(a) the real property lying and being in the County of Ponder, State of North Carolina more
particularly described in Exhibit A attached hereto and incorporated herein by reference;
PPAB 16578044

an���NCoun� ��+ ������� ���Nr 3154 riP vDoe& Pam 3 of sti '
(b) the personal property, lying and being in the County of Pander, State of North Carolina
and being located upon the real property described in Exhibit A attached hereto and incorporated herein
by reference;
SUBJECT TO any and all prior liens, unpaid taxes, special assessments, restrictions, easements
of record, and other encumbrances, if any.
TO HAVE AND TO HOLD the said Property, together with all rights, privileges and
appurtenances as thereunto belonging unto the Grantee, its successors and assigns, forever, in as full and
ample manner as Grantor, as Substitute Trustee, is authorized and empowered to convey.
The Property is specifically conveyed "AS IS, WHERE I5 " Grantor makes no representation or
warranty relating to the title or any physical, environmental, health or safety conditions existing in, on, at
or relating to the Property, and any and all responsibilities or liabilities arising out of or in any way
relating to any such conditions expressly are disclaimed.
[signature on next page]
PPAB 16378044

IIIII�IIINlIIIIIIIIIlllillllhlll?y4 Pc272Pt10
2
�+•• �. nr R..,is n.n. 4 ar 6
IN WITNESS WHEREOF, Grantor, Substitute Trustee under the Deed of Trust, has hereunto set
its hand and affixed its seal on the day and year first above written.
WASLAW, LLC, Substitute Trustee
By: BLS
",
Name: i� 2 fti S
Title: PUAhf','7-9ef0l162vt d ✓�
120 West Fire Tower Roa8
Post Office Box 8088
Greenville, North Carolina 27835-8088
Telephone: [phone]
STATE OF NOT C ROLINA
Y
COUNTY OF
I, Ki M6,r-14 N. , a Notary qublic of County and State of
North Carolina, I do hereby certify that ("Signatory'),
personally came before me this day and acknowledged that is_ `r'v-f-
of WASLAW, LLC, a North Carolina limited liability company, and that he/she, being
authorized to do so, executed the foregoing instrument on behalf of the limited liability company.
I certify that the Signatory personally appeared before me this day, and
(check one of the following)
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of:
(check one of the following)
_ a driver's license or
_ in the form of ); or
(a credible witness has sworn to the identity of the Signatory).
The Signatory acknowledged to me tha&-voluntarily signed the foregoing document for
the purpose stated therein and in the capacity indicated.
Witness my hand and official stamp or seal this J�",, day of
jq
0 rA,%'.�y
-o ' .o m
.GeLlti,,.
iQ '•••.....••. 6'
PPAB 1657804v4
Print Name: K WK be r- l
(Note. Notary Public must sig
My Commission Expires: -
'w [NOTARY SEAL] (MUST
actly ps on notary seal]
FULLY LEGIBLE)

11) 1111111111[1III�v.,11111111ilI!� E-15k. P it:�z
E:bibit A
Leval Description
Topsail Township, Surf City, Pender County, North Carolina:
Being all of the tract of property depicted as the "Amenity Area" containing 2.155 acres as shown on that
map recorded in Map Book 46, at Page 044, Slide 620, Pender County Registry, reference to which map
is hereby made for a more particular description.
PPAB 1657804v4

Johnson, Kelly
From: [e-mail]
Sent: Tuesday, April 24, 2018 2:18 PM
To: Johnson, Kelly
Cc: [e-mail]; sand [e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Ul*rnal email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Hi, Kelly!
Prior to leaving the Bank, Erin was part of my team. I have taken over Villages at Turtle Creek.
Sandy Hicks is an Asset Specialist who assists me with my assets.
Earlier today, we sent an agreement to Nick. Once it is signed, he can provide us with a schedule.
We will let you know when the work is complete.
Thank you,
Sarah Wicker
Senior Vice President
ORE - Wholesale Banking
Wills Fargo r 1 Independent Drivi.�, 10th F?�sor 1 Jacksonville. t1 322r,2
sa ra h.wi cker0wel Isfa roo.com
From: Johnson, Kelly <kelly.p.][e-mail]>
Sent: Tuesday, April 24, 2018 2:15 PM
To: Mark Arcuri <[e-mail]>
Cc: [e-mail]; Wicker, Sarah <[e-mail]>; Hicks, Sandy L. <[e-mail]>
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
I got a reply that Erin is no longer with Wells Fargo, and that Sandra Hicks is the new contact.... Resending.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Tuesday, April 24, 2018 2:11 PM
To: 'Mark Arcuri' <[e-mail]>
Cc: [e-mail]; [e-mail]: [e-mail]
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Mark,

I got your voicemail asking for direction on how to proceed with the Plan of Action. I don't typically review:: the Plan Qt'
Action. It is really just to make sure that there is a plan in place to move forward on what needs to be done. So, pl=ease
just let me know when it is finished, and we will pick up from there.
Thanks,
Kelly
From: Mark Arcuri ]maiIto: MArcuri(IDse%; er�ineering.com]
Sent: Thursday, April 19, 2018 11:21 AM
To: Johnson, Kelly <kelly.p.lohnson[w• ncdenr.gov>
Cc: [e-mail]; nic4:(?cr n4._coi�; sarah.wicl(er wellsfF rea.r:.,�-�i
Subject: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
,s (Ertl. 11z,,;ss iUf r►i . T �s
a�-f�sitilss Send a 9 �u waft as an to
Kelly, see attached Plan of Action per your request. Let us know if you have any questions about it whatsoever. Moving
forward, we will keep you updated over the next few days once we get a more detailed schedule from Nick. We
appreciate your continued assistance with this project and hope you have a great weekend!
Mark Arcuri, PE i Site/Civil Department Man.^. oze.
SEPI Engineering & Construction
5030 New Centre Drive I Suite R I Wilmington, NC. 28,103
Direct: 910.660.0505 1 Cell: 910.228.0424 1 Lepien ineeriq&oum
Connect with us: Linkedin I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <[e-mail]>
Sent: Wednesday, April 11, 2018 4:19 PM
To: e.-in.acton@wellsfarpc�.com
Cc: Mark Arcuri <ivlArcuri @sepiengineering.com>; Gary Owens <[e-mail]>
Subject: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
All,
Please see the attached letter requesting additional information.
Thanks,
Kelly
I _eUt�oD vx.SOw
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension

IN) kw WeNs -'� T
Johnson, Kelly
,Rc�
From: Johnson, Kelly
Sent: Tuesday, April 24, 2018 2:15 PM
To: 'Mark Arcuri'
Cc: '[e-mail]'; '[e-mail]'; 'sand [e-mail]'
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
I got a reply that Erin is no longer with Wells Fargo, and that Sandra Hicks is the new contact.... Resending.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Tuesday, April 24, 2018 2:11 PM
To: 'Mark Arcuri' <[e-mail]>
Cc: [e-mail]; [e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Mark,
I got your voicemall asking for direction on how to proceed with the Plan of Action. I don't typically review the Plan of
Action. It is really just to make sure that there is a plan in place to move forward on what needs to be done. So, please
just let me know when it is finished, and we will pick up from there.
Thanks,
Kelly
From: Mark Arcuri [maiIto: [e-mail]]
Sent: Thursday, April 19, 2018 11:21 AM
To: Johnson, Kelly <[e-mail]>
Cc: erin_acton wellsfareo.com: [e-mail] [e-mail]
Subject: [External] RE: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
( _External email. Do not click links or open attacfiments unless verified' Sand afl'sbspieRous'emall as an'atfachment to
Kelly, see attached Plan of Action per your request. Let us know if you have any questions about it whatsoever. Moving
forward, we will keep you updated over the next few days once we get a more detailed schedule from Nick. We
appreciate your continued assistance with this project and hope you have a great weekend!
Mark Arcurl, PE I Site/Civil Department Manager
SEPI Engineering & Construction
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Direct:910.660.0505 I Cell: 910.228.0424 I sepien_gineerine.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.

From: Johnson, Kelly <I:ellYe.I [e-mail]>
Sent: Wednesday, April 11, 2018 4:19 PM
To: [e-mail]
Cc: Mark Arcuri <MArcuri@sepiengineering c.oni>; Gary Owens <gary.owens.@r o: .iropertymgt.com>
Subject: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
All,
Please see the attached letter requesting additional information.
Thanks,
Kelly
f- e,6 . of vusow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.

SEPIApril 18, 2018
tNr.iPiHERiN6 L
C 0 N 3 T R U C T 1 0 N j Kelly Johnson
r€ NCDEQ - Stormwater
127 Cardinal Drive Extension
1025 wade Ayenue Wilmington, NC 28405
Raleigh, NC 127605 919.789.9977 Re: Plan of Action
Villages of Turtle Creek - SWS 060608
' 1020 David Taylor
Drive I Suite 115 Dear Kelly:
Charlotte, NC 1 28262
704.714.4830 Thank you for your April 11, 2018 Notice of Non -Compliant Inspection & Request
5030 New Centre for Additional Information Letter. As requested, we hereby provide the following
Drive; suite B Plan of Action steps:
WilmingLDn, NC
28403 ' 910.523.5715 1. We will provide the common area deed for phase 1.
2. We will change the incoming permittee to either the President or the Vice
1o80o moothian President of the HOA.
Turnpike I Suite 100 3. Regarding your inspection:
Richmond, VA 1
a. We will clean out basins 1A-1, 1A-2, 1D-1, 1D-2, and 1C. The remaining
23235 1 804.4.594.0181 basins appear to be functioning satisfactorily.
PO Box 1954 b. We will remove overgrowth from the IC level spreader and reshape it.
_ove.and, co 180539 c. Thank you for determining Wet Detention Basin 1B is in compliance.
We estimate these activities will be performed on or before mid -May 2018. We will
stay in touch with you regarding progress on this effort so that you can quickly
reinspect as soon as we are complete. If you have any questions about this Plan of
Action, or any other matter, please do not hesitate to contact me at 910-228-0424.
Thank you for your continued assistance with this project.
Respectfully Submitted,
SEPI Engineering & Construction, Inc.
Mark T. Arcuri, PE
Site/Civil Department Manager
t
li
R
r
.; i APR 2 � 20i8
sepiengineefing.com
BSEPlengineers E

N)" k�D�\ /PW9Q-C b mmr
Johnson, Kelly
From: [e-mail]
Sent: Thursday, April 12, 2018 5:56 PM
To: Johnson, Kelly
Cc: Mark Arcuri; Nick Garner ([e-mail]); [e-mail]
Subject: [External] Re: FW: SW8 060608, The Villages at Turtle Creek State Stormwater Permit
Attachments: VTC - 2017 Annual Meeting Minutes.pdf
i em4 emalill. (-)s, not ck* Wnks or open attachments unless ► erftd. SW all suspicious email as an attacht4`ent to
1
thank you Kelly,
Yes, I will be your point of contacts for Villages at Turtle Creek.
I have attached the minutes from their last annual meeting which includes their election of officers. I apologize
that it is the "draft" version of the minutes, that is all I received upon transfer of Villages at Turtle Creek. If you
need an official copy, I will request one from the secretary and send it asap. If there's anything else I can assist
you with, please let me know.
Thank you
Elizabeth
Elizabeth Parker
Owner/Operator
Atlantic Shores Management
https://www.atlanticshoresmanagement.com
910-270-9975
On Thu, Apr 12, 2018 at 11:16 AM, Johnson, Kelly <kelly.p Johnson&cdenr.gov> wrote:
Elizabeth,
I had sent this letter to the previous property manager yesterday, and I understand that you are now the
contact. You may or may not be aware that the.current permittee has a State Stormwater permit, and has
applied to transfer that permit to the HOA. As a part of that process. my Division inspects the project for
compliance. The attached letter addresses the inspection and the status of the transfer. application.
"Thanks.

hell"
From: Johnson, Kelly
Sent: Wednesday, April 11, 2018 4:18 PM
To: [e-mail]
Cc: ''.Mark Arcuri' <MArcuri«!sepienyineering con?>; Gary Owens <gary.owensLcL]gopropertyMgt.com>
Subject: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
All,
Please see the attached letter requesting additional information.
Thanks,
Kelly
K.eUtI jokosow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.

Johnson, Kelly.
From: [e-mail]
Sent: Wednesday, April 11, 2018 7:35 PM
To: Johnson, Kelly
Cc: Mark Arcuri; [e-mail]
Subject: Re: [External] Re: SW8 060608, The Villages at Turtle Creek State Stormwater Permit
k links or open attachments unless verified. Send all suspicious email as an attachment to
The new HOA manager is:
Elizabeth Parker
Atlantic Shores Management
httt)s://www.atlantieshoresmanaizement.com/
Email: [e-mail]
Office: 910-270-9975
Cell:[phone]
She started with the new year.
Nick Garner
Coastal Carolina Resource Group
2921 Blue Clay Rd.
Castle Hayne, NC 28429
P: 910.470.4225
On Apr 11, 2018, at 4:38 PM, Johnson, Kelly <kelly.pjohnsonna,ncdenr.goy> wrote:
That is what I thought. But, his email (below mine) says otherwise. It appears they switched since the
application was submitted...
From: Mark Arcuri[maiIto:[e-mail]]
Sent: Wednesday, April 11, 2018 4:35 PM
To: Johnson, Kelly <[e-mail]>; Nick Garner ([e-mail]) <[e-mail]>
Cc: [e-mail]
Subject: RE: [External] Re: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
links ar open attachments unl
The HOA contracts with GOProperty Management.
Gary Owens is the contact there.
Mark Arcuri, PE I Site/Civil Department Manager
SEPI Engineering & Construction
5030 New Centre Drive I Suite B I Wilmington, NC 28403
ess verified. Send all suspicious e.

Diroct: 910.660.0505 1 CPII: 910.228,0424 1 seaie..ngineerine.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and
may be subject to the attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review,
copy or distribute this message. If you receive this in error, please notify the sender by reply e-mail and delete this message. Thank you.
From: Johnson, Kelly <kelly.p.lohnson@ncdenr.r;ov>
Sent: Wednesday, April 11, 2018 4:32 PM
To: Mark Arcuri <[e-mail]>; Nick Garner ([e-mail]) <[e-mail]>
Cc: [e-mail]
Subject: FW: [External] Re: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
Mark & Nick,
Do either of you know who the new HOA Management person is?
Thanks,
Kelly
From: Gary Owens [mailto:eary.owens gopropertymgt.com]
Sent: Wednesday, April 11, 2018 4:30 PM
To: Johnson, Kelly <[e-mail]>
Subject: [External] Re: SW8 060608, The Villages at Turtle Creek - State Stormwater Permit
External email. Do not click links or open attachments unless verified. Send all suspicious email
attachment to Report Spate.
We no longer manage this Association.
GO
On Wed, Apr 11, 2018 at 4:18 PM, Johnson, Kelly <kelly.p johnson.(a ncdenr.gov> wrote:
All,
Please see the attached letter requesting additional information.
Thanks,
Kelly
K.eU,�J0hws0w
Kelly Johnson
Environmental Engineer

NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.
Gary Owens
GOProperty Management
910-509-7281(Phone)
910-681-1361(Fax)
g_ary.owens 7o ro. nerty_m .com
1908 Eastwood Road, Suite 321, Wilmington, NC 28403
www.gopropeiMmgt.com
better association management

(�O0 rN fO *�z
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
April 11, 2018
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
interim Director
Ms. Erin Acton, Assistant Vice President
REDUS NC Coastal, LLC
1 Independent Drive, 1 Oth Floor
Jacksonville, FL 32202
Subject: Notice of Non -Compliant Inspection & Request for Additional Information
The Villages at Turtle Creek
State Stormwater Management Permit No. SW8 060608
Pender County
Dear Ms. Acton:
On April 3, 2018, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) inspected The Villages at Turtle Creek, located along Loggerhead Boulevard in
Pender County to determine the status of compliance with the State Stormwater Management Permit
Number SW8 060608 issued on January 12, 2018. DEMLR file review and site inspection revealed that
the site is not in compliance with the terms and conditions of this permit. Please find a copy of the
completed form entitled "Compliance Inspection Report" attached to this letter, which summarizes the
findings of the recent inspection. Please submit a Plan of Action by April 26, 2018 describing how the
deficiencies will be resolved by July 11, 2018. The reason for resolving the deficiencies within 90 days
is to ensure that the application process is finalized within a reasonable period of time. If the deficiencies
cannot be resolved by July 11, 2018 then the transfer application will be returned.
As indicated in the inspection report, the following items are needed to bring the site into compliance and
continue the review of the Permit Transfer Application:
Common Area Deed: The deed for Phase 2 (BK4650/PG221-224) has been submitted. Please
submit the common area deed for Phase 1.
• Proposed Permittee: The Property Manager, Gary Robert Owens of GoProperty Management,
LLC, is listed as the incoming permittee. However, the permit must be issued to either the
President or the Vice President of the HOA. Please submit a copy of the most recent election
minutes showing the names of the HOA's President and Vice President, and list the current
President or Vice President of the HOA as the proposed permittee on the Permit Transfer
Application.
Inspection: Please see the enclosed photos.
a. Infiltration Basins: The inspection was conducted on the 9' day following the most
recent rainfall event of 0.59in on 3/25/18, but there are several basins that were still wet.
Juncus and sedge are growing in several of them, which indicates poorly drained soils.
Since basins are designed to infiltrate within 5 days, there appear to be drawdown issues
with the basins containing these plant species. Infiltration basin 1D-1, which is two
separate basins permitted as a single basin because the basins are hydraulically
connected, also had tadpoles and filamentous algae. Please identify the source of the
drawdown issues in the infiltration basins and make any necessary corrections. If any of
the basins need to be redesigned as wet ponds, please contact me so that we can discuss
it.
b. Infiltration Basin 1 C is required to be operated with a vegetated filter. It was certified on
1/16/08 to have been built appropriately, but either the level spreader has become
overgrown or it has been removed. Please maintain/restore the basin to its permitted
condition.
c. Wet Pond: The wet pond is in compliance.
state of North Carolbui I Environmental Quality I Energy, Mineral and Land Resources
Wilnilngton Regional office 1 127 Cardinal Drive Extension I Wilmington, NC 284.05
9i0 796 7215

State Stormwater Permit No. SW8 060608
Page 2 of 2
Please be advised that until you submit the required Permit Transfer Application Form to the Division and
receive approval from the Division to transfer the permit, you are required to comply with the terms,
conditions and limitations of the Stormwater Management Permit under Title 15A North Carolina
Administrative Code 2H _ 1003 and North Carolina General Statute 143-214.7, including the operation
and maintenance of the permitted stormwater system.
Please also note that any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to enforcement action as set forth in
NCGS 143 Article 21, including the assessment of civil penalties of up to $25,000 per day.
If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-
796-7331 or via email at [e-mail].
eer
911:1GDS\kpj: \\\Stonnwater\Permits & Projects\2006\060608 HD\2018 04 CEI_addinfo 060608
r
enc: Compliance Inspection Report
Inspection Photos
cc: Ms. Erin Acton, Assistant Vice President, REDUS NC Coastal, LLC (outgoing permittee)
(via email only, [e-mail])
Mr. Mark Arcuri, PE, SEPI Engineering
(via email only, [e-mail])
Mr. Gary Robert Owens, Property Manager for the HOA, GoProperty Management, LLC
(via email only, [e-mail])
Wilmington Regional Office Stormwater File
St.:te of North Carolina I Environmental Qualitp iEnergy, Minercl rnd l and esuurcce
Winningtun Region:.u. Office 1 127 Cardiri sl Drive Extension I Wiini.'ngtori, NC 38405
910+96 721S

M
Compliance Inspection Report
Permit:
SW8060608 Effective:01/12/18
Project:
The Villages at Turtle Creek Ph I & II
Owner:
Redus NC Coastal LLC
County:
Pender
Region:
Wilmington
Expiration: 07/20/20
Adress: NC 210 And Lodge Hall Rd
City/State/Zip: Surf City NC 28445
Contact Person: Chris Williard Title: Vice President Phone: [phone]
Directions to Project:
From the intersection of US 17 and NC 210, travel east on NC 210 two (2) miles. Turn left after Lodge Hall Road
Type of Project: State Stormwater - HD - Infiltration State Stormwater - HD - Other
Drain Areas: 1A1 - (Beckys Creek (Bishops Creek)) (03-06-24 ) (SA;HQW)
1A2 - (Beckys Creek (Bishops Creek)) (03-06-24) (SA;HQW)
1A3 - (Beckys Creek (Bishops Creek)) (03-06-24) (SA;HQW)
1B - (Beckys Creek (Bishops Creek)) (03-06-24) ( SA;HQW)
1C - (Beckys Creek (Bishops Creek)) (03-06-24) (SA;HQW)
1D1 - (Beckys Creek (Bishops Creek)) (03-06-24 ) (SA;HQW)
1D2 - (Beckys Creek (Bishops Creek)) (03-06-24 ) (SA;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 04/03/2018 Entry Time: 12:30PM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 02:OOPM
Phone: [phone]
Inspection Type: Compliance Evaluation
page: 1

Permit: SW806060B Owner - Project: Redus NC Coastal LLC
Inspection Date: 04/03/2018 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
File Review Yes No NA NE
Is the permit active? ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? N ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment: Common area deed for Phase 1 is needed for the transfer.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? EM ❑ ❑ ❑
Are the inlets located per the approved plans? ® ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ N ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ e
DWQ upon request?
Comment: Several of the infiltration basins are not drawing down appropriately. See the inspection letter.
page: 2

d
t

}} r Y
1i+ /
*
00
::A
Mco
#
�
`$!
O \
8
O
U
O
cGo
1 �
e�

r -.1
I I I . ..10

Johnson, Kelly
From: Mark Arcuri <[e-mail]>
Sent: Monday, April 2, 2018 5:34 PM
To: Johnson, Kelly
Cc: Greg Thompson; [e-mail]; [e-mail]
Subject: [External] SW8 060608 - The Villages at Turtle Creek
tv-1117 W External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Kelly, hil I hope you had a great Easter. At long last, we dropped off our engineer certification this afternoon. It
certifies the modification recently made to wet detention basin 113. So, I believe the remaining steps are:
1. DEQ visits the site
2. We address any concerns from DEQ visit. Hopefully there are no issues!
3. DEQ processes name change package submitted Oct 13, 2017, thereby finally removing Redus (Wells Fargo) from this
development.
Let me know any different. Also, I know it has been a while since you have worked on this project so just let me know
any questions and I can help you with history and get back up to speed. Hope you have a great week and we look
forward to hearing from you.
Mark Arcuri, PE I Site/Civil Department Manager
SEPI Engineering & Construction
5030 New Centre Drive I Suite B ( Wilmington, NC 28403
Direct: 910.660.0505 1 Cell: 910.228.0424 ( sepiengineering.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e-mail and delete this message. Thank you.

SEPII
C0N3TRUCT10N
Transmittal Letter
To: NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attention: Kelly Johnson
Stormwater Permitting
919-796-7215
From: Mark T. Arcuri, PE
SEPI Engineering & Construction,
Inc.
Subject: The Villages at Turtle Creek
SW8 060608 Minor Modification
We are sending you:
r Shop Drawings
r Specifications
r Contracts
r-
Prints
r
Copy of Letter
r
Invoice
SEPI Engineering & Construction, Inc.
5030 New Centre Drive I Suite B I Wilmington, NC 28403
Main: 910.523.5715 1 Fax: [phone]
sep!englneering.com
Date: April 2, 2017
Copies: SEPI File
VIA: Hand Delivery
SEPI Project Number: SE16.015
r Plans Samples
r Change Order Reports
Copies
Date
Description
1 orig
4/2/2018
Engineer Certification for Wet Detention Basin 1B
Ff-
+>
Comments:
If you have any questions or need additional information, please contact me at 910-228-0424 or
email marcuri(cbseo!engineering.coi . Thank you!
Sincerely,
a
Signed: M4144-Page:
1/1

Johnson, Ke
From: Nick Garner <[e-mail]>
Sent: Monday, February 26, 2018 12:14 PM
To: Johnson, Kelly
Subject: [External] RE: SW8 060608, Villages at Turtle Creek
External email. Do not click links or ope ttachments unless ver€IZed. Send all suspicious email as an attachmE nt to
Hey Kelly,
We are still in the process of working with SEPI regarding the outlet structure box. We are having to move and retrofit
the existing structure and I'm waiting for the detail sheet on it. I'm hoping in the next couple cf weeks, we can have it
done. I'll will keep you posted. Thanks!
Dick Garner
CCRG- Stormwater !tanager
910.470,4225
k1i-k1O1ccrgklc_r(11n
From: Johnson, Kelly[mailto:[e-mail]]
Sent: Monday, February 26, 2018 11:04 AM
To: Nick Garner ([e-mail]) <[e-mail]>
Subject: SW8 060608, Villages at Turtle Creek
Nick,
I am starting to get some of my inspections scheduled. Have you all finished out there, or if not, do you have an idea
when that will be done?
Thanks,
Kelly
1- .tUWohwsoln,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.