SW8060608_Current Permit_20190514

ROY COOPER
Governor
MICHAEL S. REGAL!
Secretary
S. DANIEL SMITH
Interim Director
May 14, 2019
ti ��wuh O@
``� aim ,,,�`•
NORTH CAROLINA
Environmental Quality
The Villages at Turtle Creek Homeowners Association, Inc.
Attn: Scott Dulebohn, President
1213 Culbreth Drive
Wilmington, NC 28405
Subject: Permit Transfer
State Stormwater Management Permit No. SW8 060608
The Villages at Turtle Creek
High Density Subdivision Project
Pender County
Dear Mr. Dulebohn
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 pen -nit 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
RLUF Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CAROUNA
0-p-M""mEnift m°lftl- -'Np `� 910.796.7215

State Stormwater Permit �o. S�N78 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,
Daniel `Smith, 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
Transfer Form
Inspection Report
O&M Agreements
cc: Mr. Mark Arcuri, PE, SEPI Engineering
5030 Vew Centre Drive, Suite B. Wilmington, NC 28403
Ms. Jami Bartolucci for Ms. Sarah Wicker, Sr. VP ORE Wholesale Banking
1 Independent Drive, loth Floor, Jacksonville, FL, 32202
Ms. Elizabeth Parker, Property Manager, Atlantic Shores ?Management
709 Paisley Ct, Wilmington, NC 28409
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 l 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 rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land
Resources (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 j
1A-3
2,361 j
j 1B
339,953
j 1C'
137,639
1D-1
21,851 j
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.

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;nfiltratlon Basins
I-A-1 I IA-2 IA-3
1'. - ID-1
0-2
' ye � I ",-.,
Yes _
Flu >I .
1 �
Yc•s
-Vtrlurr�.:> Regan dYV `
2 `29ir_-92f'
�=1
17,256_� 8,093 -- �. -
'
10,508
Dr,:)3,i ar,
_ :e A -ea
29E 8t3
16,�5ti
! ,0721
233,3811 38,504
80,600
ler+.der i�tsAta
i1,025
6,R751
2,3ii1
137,631, 21,85;
`
_ 26,652
Lot 3UA
_...__0
8,6761
_ 0
5,238
0
i,69''
2e875! 1,C661
16.2711 16,068
�-
12,382
24.043
_ — _- v
Rc.ads/Pa;:. r:e'
�._ Side all.s _
2,14�'
1.637
664
1L809
3,6371
-
-
6,385
other
0
_ 0
0!
._.4,632
u^!^_�
0
-0
C.i
---
0
___---C;1
0
0101
0
_
1,380 -
i. -
3,342
R_i--_�.__--.v.__._.._.._—.�..__
033'
".50
0.43
4,50
0.351
<.�0
0.491
i.Sf;
0.561 � -f--
�.50' -
i.v -
--• 0.35
D("ig) Storm, r':
i -
�,.SG
Volzim P'vti� 4 Ti, 4 R, : .::
6,477
31.750
3,611
^ 31.25_0
1,881
31.2501
,'",183+�
14.750!
10,r? 3
7,692
3C.250
3.251
30.250
17,312
27.750
_
Storage Elevit on — -^
-
Bottom Ele vat on`'
31.000
30-000
3C.000
_ 12.0001�
-^
i ' 27.900
27.8W,
25.700
Elevation of Surface Area Jsed'
31.375
30.625
30.625
13.315
-
29.075
29.025
26.125
Surface Area
8,6361
2,889
1,505i
11,339
.a4_
Bz;sass U anon
31.751
31.251
31.251
14.251
29.25
-
-
_
i 27.75
Drat ado n Time for Vr ,,, ,'Ca:
1.031
¢ 1.571
1..67
0.52
0,55
3,OOr
0.75�
2.C+C
-
-
0.51
2.60
Infiltration Rate
0.52
0.52
Bottom Surface Area
6,0251 - -_ 2,2081 1,0851 9,377 2.7-% - - 6,534
�!"Ype of Soil -_ —
Sandy Loam
Rees?ling Stream
Becky+s Creel
River Basin
Cape rear
Stream Index Number
18-87-8
Classification of water Body
SA; HQw
:f
Sf
'rf
sf
of
if
if
if
if
ms•
,nsl
msl
;f
Ms
Jays
n/hr
0
"i ais is the bottom elevation of the oasin. Since Basins ID-1 has standing water, Vie elevato-r presented �iere is the eievatiosl of the top of the
standing water. (For 1D-1, basin is split into t .o halves and both storage elevation at 30.25r; .''. one half he:, an excavated bottom elevation at
27.4msl. 1 he other half has an excavated bottomelevation at 27.3ms . Both halves Nave assumed 6" of standing water, making the reported
nottom elevation equal to 27.9msl a nd 27.8msl, resoectively. The volume pro0ded is tit, ,: efore the volume provided above the perms -cent pool,
r he Surface Area used for vo!ume estimation :=gas taken at the Hflnoint bet-.veen tl"e storage rind bottor:� elcvatians.
'T,iis Caroliect is subject to SA req<aimments. Th.r design storms fisted here � ;-ere determined from preVous versiws 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 ^uivision.
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 permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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.
7

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.

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
1_BUA
1 4,152
I Lot #
_
16
! Max
I BUA
3, 731
I Lot
i #
31
Max
BUA
3,659
Lot
46
BUA
4,176 61
BUA
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
1 4187
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
I 66
4,187
7 3,668
22
4,161
37
i 4,480
52
41151
67
4,187
8 3,608
! 23
! 4,165
38
3,849
53
4,151
1 68
4,187
9 37607
24
4,162
39
3,828
54
4,151
69
4,183
10 j 3,607
25
I 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
I 3,829
58
4,213
73
4,289
14 3,776
29
3,668
44
4,128
59
4,253
15 3,691
30
3,664
45
4,425
60
i 4189
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 ision.
W]

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;
g A name change 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 individual 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 14th day of May 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Danny Smith, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the 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. The permit was for 45 lots,
four infiltration basins, and one bioretention area. The project area was 26.3ac.
2. 11/30/06: Permit Modification. The project was expanded to 73 lots. The project area expanded to 37.8ac.
a. IA: Bioretention area redesigned as infiltration basin
b. 1 B, 1 C, 1 D: 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. 113, IC: Redesigned
c. 1 D: Redesigned as 1 D-1 and 1 D-2
4. 11/9/07: Permit modification
a. ID-1 and 1 D-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 1B 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 appear to be the result of flooding, we have forwarded those concerns to the
Town of Surf City.
9. 1/10/17:
a. Wet Pond: The failed Infiltration Basin I has been modified to Wet Pond 1 B. 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 REDLS 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 1 C needed a vegetated filter.
3. The recently -permitted pond was in compliance.
d. 7/6/18: Response to Request for Additional Information (f2) received
e. 7/19/18: Non -Compliant Inspection
f. 7/25/18: Notice of Non -Compliant Inspection & Request for Additional Information (43)
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 IC 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 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.
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 N. 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 IA-2 in the permit text should have been 6,875sf rather than 6,75sf.
2

15. 5/14/19: The project was inspected on May 7, 2019, and the revised PE Certification for the alternative -design
infiltration basins was submitted on May 14, 2019.
a. Site Inspection: The project was found to be in compliance.
b. A summary of the documentation is provided below:
i. Common Area Deeds: BK4091/PG0073 and BK4650/PG221-224
ii. Deed Restrictions: BK3290/PG192 and BK4000/PG272
iii. Certifications for the Infiltration Basins and Wet Ponds: All are on file.

DEMLR USE ONLY
Da4 Re2pived
Fee Paid
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE S i ORMWATER:
PERWHT i'Iv.= NSFER APPLICATION i--10 "d
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 http://dea.nc.pov/contact/reaional-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. 7(c2) (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 penmittee) 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 hold 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.
!,. GEHERAL IH ORI W1 TIOH
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)
cE�ve
��p,p
Stormwater Permit Transfer Application Form Page 1 of 7 April 21, 2017

B. PCRSON(S)101140 I4AVE SIGNED i HIS FOr:I#3i
❑ 1. Both the current and proposed permittees.
2. Only the current permittee/declarant of a condominium or planned community (skip Part 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 DEIIALR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
In accordance with G. S. 143-214.7(c5 (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 permitted
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 activity is 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.
RECEIVED
MAR 12 2019
Stormwater Permit Transfer Application Form Page 2 of 7 April 20, 2017

C. SUBMATTAL REQUIREMP(xi`i S
Please mark "Y" to confirm the items are included with this form. Please mark X" 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. 143-215.3D(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
Dermittee, 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 B. 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.
RECEIVED
MAR 12 2019
ar
Stormwater Permit Transfer Application Form Page 3 of 7 April 20, 2017

D. CURRENT PERiMlIT T EE INFORiViATION AND CERTIFICATION
1. Current Permit Holder's Company Name/Organization:
2. Signing Official's Name: Ms. Sarah Wicker
Redus NC Coastal, LLC
3. Signing Official's Title: Senior Vice President ORE Wholesale Banking
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 ) 351-7353 Email: [e-mail]
I Sarah Wicker , 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 recenf inspection report;
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 proposed permittee named below. I understand that this request to transfer the
permit may no' be approved by the DEMLR unless and until the facility is in compliance with the permit.
Signature: Date:_L142"b
rraftyn C.
o r(dA
a Notary Public for the State of
County of Dbttl-�J , do hereby certify
that Sarah Wicker personally appeared before me
this the day of u Ll , 20 , and acknowledge the due
execution of the
(Notary Seal)
Notary Signature:
KATHRYN C. BATEMAN
Notary Public - State of Florida
My Comm. Expires Feb 20, 2019
Commission # FF 171539
C
My commission expires ���/.)-,i / 5
official seal,
nECE1VED
Mai 12 ems
Stormwater Permit Transfer Application Form Page 4 of 7 April 20, 2017

E. PROPOSED PERikAITTEE INFOR.WiATIOH
1. The proposed permittee is the:
❑ Property owner (skip Part G)
Home Owners 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 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
e.
City: Wilmington State:
Phone: (910 ) 270-9975 Email:
NC Zip: 28405
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: wner pera for
c. Mailing Address: 709 Paisley Court
d. City: Wilmington State: NC _ zip: 28409
e. Phone: (910 ) 270-9975 Email: [e-mail]
IECEIVE
MAR 12 2019
BY............................
Stormwater Permit Transfer Application Form Page 6 of 7 April 20, 2017

F. PROPOSED PERMITi EE CERTIFICATION
I, , 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 theentity 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.
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:
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 my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
RE�E�„E
��
DR,z
Stormwater Permit Transfer Application Form Page 6 of 7 April 20, 2017

G. PROPERTY OU4lMER 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: ZIP:
Phone: Email:
I, , 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.
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.
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
Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the I 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
RECEIVED
MAR 12 2019
Stormwater Permit Transfer Application Form Page 7 of 7 April 20, 2017

Permit Number:
.
(to be provided by DWQ)
Drainage Area Number: W !A' Pon d
Wet Detention Basin Operation and Maintenance Agreement la
I wiii keep a maintenance record on this BW1. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
I
I
ground cover and water until it is
I established. Provide lime and a I
one-time fertilizer application.
Vegetation is too short or too
long.
M�atainW fight of
a 17 r rnCi.v
Form SW401-Wet Detention Basin O&M-Rev.4
OCT 13 2017
PU 1 of 4
BY.

BMP element:
The inlet device: pipe or
Swale
The
The vegetated shelf
The main treatment area
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Potential problem:
The pipe is clogged.
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred.
Weed-, are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50 % of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
How I will remediate the probl
Unclog the pipe. Dispose of the
--ediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
OCT 13 �011
Page of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.75 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 4.75 feet in the furebay, the sediment
shall be removed.
Sediment Removal M 18
Bottom
FOREBAY
BASIN DIAGRAM
ill in the blanks)
f ft Min.
Sediment
Storage
Permanent Pool Elevation 22.75
Pool
\------Sediment Removal Elevation 17------------- Volume
-------------- ------
Bottom Elevation
1-ft
Storage
MAIN POND
EC IEFVE
XT 13 201i
y,Y -
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:The Villages at Turtle Creek Phases I and II
BMP drainage area number: IB
Print name:Erin M. Acton, Redus NC Coastal, LLC
Title:Assistant Vice President of Redus Properties Inc., Sole Member of Redus NC
Coastal, LLC
Address:1 Independent Drive, 10d' Floor Jacksonville, FL 32202
Phone: 904-3 U -7346
Signature
Date: Ic)( 1 - I:]
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Kathryn C. Bateman , a Notary Public for the State of
County of J*IVIOLA , do hereby certify that
F:Jr M • nc JW personally appeared before me this H-h
day of a'�j� C , 2Q 1-1 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.`�P"'' PW'.
0
KATHRYN C. BATEMAN
. �:
Notary Public -State of Florida
My Comm. Expires Feb 20.2019
Commission # FF 171539
SEAL
My commission expires ­2/ -W I /- i
Form SW401-Wet Detention Basin O&M-Rev.4
Kathryn C. Bateman
RECEIVED
OCT 1310fl
Page 4 of 4

f
Permit No. _ Oco (QCR--
(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
This form may be photocopied for use as an original
DM 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 1, LLC Phone Number: ( sio ) 790- .9880 ~^
This worksheet applies to: Basin No. Phase 1 - 1A-1 in Drainage Area 1A-1
(as identified on plans) (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 EC E I VE
Sold Type Woodington Fine Sandy Loam
Infiltration Rate 0.52 in/hr in/hr or cO r/sf (circle appropriate units) MAR 12 2019
SHWT Elevation 29.0 fmsl (Seasonal High Water Table elevation)
BY: -
Basin Design Parameters
DesignStorm 4.5
inch (I.S inch event for SA waters,l inch event for others)
Design Volume 4,283 C.f.
Drawdown Time 0.7 days
Basin Dimensions
Basin Size Varies ft. x
Basin Volume Provided 4,a,� c.f.
oLf-a9
Basin Elevations r400
Bottom Elevation 31.00 fmsl
Storage Elevation
Top Elevation
Form SWU-103 Rev 3.99
31.75 fmsl
32.75 finsl
Varies ft. = 6,025 sq, ft. (bottom dimensions)
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
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.
ET n. Vegetated filter is provided for overflow and detail is shown on plans
p (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
ET
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
Runoff in excess of the desig
n gn 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 gn 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 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 0.19 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 A000 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. 1 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 i, LLC
2528
Signature..
Suite
NC 28412
r_
Nate: The pally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resizfent of the subdivision has been named the president.
1, Ml riz a Notary Public for the State of /Js only of
JMOAIT CvVW do hereby certify that �( i y45/4 r"�iza AgX personally appeared before me this
day of , _Aej7 , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My commission expiresr�JGX
Rwrttas M may, Notary Pu*
Form SWU-103 Rev 3.99 Page 3 of 3 1eryCM

Permit No. e,(o
State of North Carolina (to be provided by DFPQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORMIMECEIVEM
INFILTRATION BASIN SUPPLEMENT 1. MAN 1 Z 2Q19
This form may be photocopied for use as an original
8Y•
DM Storniwater 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 I, LLC Phone Number. ( 910 ) 790- 9880 -
This worksheet applies to: Basin No. Phase 1 - 1A-2 _ in Drainage Area IA-2
(as identified on pions) (from Form 5WV--101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report roust 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 (fins]).
Soils Report Summary
Soil Type
Woodington Fine Sandy Loam
imiiitration Rate
0.52 in/hr in&
oT cf/hr/sf (circle appropriate units)
SHWT Elevation
28.0 finsl
(Seasonal High Wafer Fable elevation)
Basin Design Parameters
DesignStorm
45
. inch
(1.5 inch event for Sii waters,] inch event. for others)
Design Volume
2,629 c.f
Drawdown Time
1.2 days
Basin Dimensions
Basin Size
Varies $• x
varies
ft• = 2,208 sq. {). (bottom dimensions)
Basin Volume Provided
3,331 e.f.
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
30.00 fmsl
31.25 fins]
32.2-1 _ fInSl
Form SNIVIJ-103 Rev 3-99 Page I of 3

%II. 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
L 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.
rn. 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
length is 50 feet for SA waters, 30 feet for other waters).
ET c. Flow distribution mechanism within the basin is provided.
ET
_ P. A benchmark is provided to determine the sediment accumulation, in the pretreatment device.
ET Runoff in excess of the design volume bypasses off-line stems ass detail provided).
q• g Yp Y �yl� p )•
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 SV1WU-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 can be taken. The measuring deviLe 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 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. a-B Dilsheimer, vice President/Member of DCNC North Carolina I, LLC
Blvd, Suite #104, Wilmington, NC 28412
Phone: t9107,so�- - bate: -I'-��.r
Signature- ✓/l
Note: The legally responsible party should not be a homeowners association unless more than 50916 of the tots have been sold and a
resident.oj'the // subdivision has been named the president.
/l•
I, 1 0A4145 / , a Notary Public for the State of '/1/A!S ALA County of
Eartt7'(ta:B4 do hereby: ce tify that 1-c_,jV Lam` %i?�!tr/�- personally appeared before me this a --
day of % ►, and acknowledge the doe execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL
Form SWU-103 Rev 3.99
My commission expires /i
Plotartal SeatT
Page 3 of 3rtyetion7ln�p
M!' won mites
�tCttf&r.. RenAsal�anla AecnM.a( ,

Permit No. �J C-%6Gp9
(
State of North Carolina to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOR E C E I VE
' '
MAN 12 2019 .
INFILTRATION BASIN SUPPLEMENT Wj
This form may be photocopied for use as an original �=
DWO Stormwater Manaaement Plan Review
A complete stonmwater management plan submittal includes a stormwater management permit application, an
filtration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stonmwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: The Villa es at Turtle Creek
Contact Person: DCNC North Carolina r, LLC Phone Number: 910 790- 9880
This worksheet applies to: Basin No. Phase 1 - IA-3 in Drainage Area IA-3
(as identified im plans) (from Form swu-n7l)
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 woodington Fine Sandy Loam
Infiltration Rate 0.52 in/hr in/hr or emir/sf (circle appropriate units)
SHWT Elevation as . 0 fins] (Seasonal Nigh Dater fable elevation)
Basin Design Parameters
Design Stone
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
a.s
inch (1.5 inch event for SA waters, I inch event for others)
929 C.f.
1.2 days
Varies ft. X Varies ft. 1, 085
sq. fI. (bottom dimensions)
1,757 C.f.
30.00
fmsl
31 .25
fmsl
32.25
fiml
Form SWU-103 Rev 3.99 Page 1 of 3

Ill. 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 C. 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
ss• 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 (1TI: 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.
ET 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).
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 fine days. A soils report and all
pertinent draw -down calculations are attached.
ET s. Flans 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 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-..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 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. Dilsbeimer, Vice President/Member of DCNC North Carolina I, LLC
2528 Independence Blvd, suite
M
NC
/
Note: The legally responsible part}' should not be a homeowners association unless more than 30% of the lots have been sold and a
res>dent of the subdivision has been named the president. n
1, -" r A� , a Notary Public for the State of ,fE7V t V ���/�it�„nty of
a 6ti/VI e, do hereb)% certi-ry that _ T, I� LS i f hA C1't� personally appeared before me this d
day of—A�,4 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAT. My commission expires 4" ww
COMMONWEALTH OF ISMNSYWAt414
1�►aCprialSeal
T►tornas M.
Form SWU-103 k•:v 3.99 pubNc
Page 3 3L��iiap;,
atembr,. o,,,,._. , 1.2M
-4001nn of tvatsties

Permit No. 50aw
(to be provided by DWQ)
A�� �pF W AT�9
NCDENR
o -~c
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION 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. P'Rt1= R+ IRMATION —
Project name Turtle Creek
Contact person Greg Thompson
Phone number 910-523-5715
Data 10/11/2017
Drainage area number 1B
IN. DESIGN INFORMATION
Site Characteristics
Drainage area
752,249 fe
Impervious area, post -development
339,953 f?
% impervious
45.19 %
Design rainfall depth
3.7 in
Storage Volume: Non -SA Waters
Minimum volume required
fe
Volume provided ft3
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: I-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post�development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
42,494 fe
7,729 fO
96,943 fe
89,214 ft
42,647 ft3
(Y or N)
3.7 in
0.25 (unitless)
0_57 (unitless)
0.16 infhr
4.15 felsec
26.47 fe/sec
22.32 felsec
25.00 fmsl
22.75 fmsl
23.41 fmsl
23.40 final
22.40 fmsl
17.00 fmsl
16.00 fmsl
1.00 It
Insufficient. Increase volume provided.
OK ECEIV E
91,111,11,
BY:
Data not needed for calculation option #1, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
(Y or N)
25.5 fmsl Insufficient. Must equal the temp. pool elev. previously entered.
Form SW401-Wet Detention Basin-Rev.94/18/12 Parts 1. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
ft. IDIESM INFORMATION
Surface Areas
Area, temporary pool 21,866 fe
Area REQUIRED, permanent pool 25,200 ft
SAIDA ratio 3 35 (unitless)
Area PROVIDED, permanent pool, AP,b,y.i
15,909 fe
Area, bottom of 1Oft vegetated shelf, Aw_s,e,
15,653 fr
Area, sediment cleanout, top elevation (bottom of pond), Abol-pond
3,763 fe
Volumes
Volume, temporary pool
42,647 fe
Volume, permanent pool, Vp.„bd
58,827 fO
Volume, forebay (sum of forebays If more than one forebay)
3,632 f?
Forebay % of permanent pool volume
6.2% %
SAIDA Table Data
Design TSS removal
85 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.35 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, Vperm_pw
58,827 ft
Area provided, permanent pool, A.,,,,),d
15,909 e
Average depth calculated
3.70 it
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
4.0 ft
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Ap,._pw
15,909 e
Area, bottom of 1Oft vegetated shelf, Abot sneI
15,653 e
Area, sediment cleanout, top elevation (bottom of pond), Ab�L,d
3,763 fe
"Depth" (distance b/w bottom of 1Oft shelf and top of sediment)
5.40 ft
Average depth calculated
6.55 ft
Average depth used in SAIDA, d., (Round to down to nearest 0.5ft)
6.5 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (CW)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
3.00 in
in'
0.60 (unitless)
0.75 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
4.15 felsec
26.47 fe/sec
0.21 fe/seC
2.41 days
Insufficient permanent pool surface area
MC
Insufficient forebay volume.
OK
Insufficient. Check calculation.
OK
OK
OK, draws down in 2-5 days.
3 :1
OK
3 :1
Insufficient shelf slope.
3.0 ft
Insufficient shelf length.
n/a :1
OK
n/a :1
OK
Y (Y or N)
OK
0.6 ft
Insufficient freeboard, minimum of 1-ft required
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Pump
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 2 of 2

r
Permit No.
(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
This form may be photocopied for use as an original
DWQ 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.
L PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina r, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No. =
(as identified on plans)
Phase 1 - B
in Drainage Area 1B
(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 (finsl).
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
3.96 in/hr in/hr or cf/hr/sf (circle appropriate units)
19 finsl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch event for SA waters, I inch event for others)
42,946 c.f
0.7 days
Varies ft X
56,450 o,f
21.00 fm81
26 . so finsl
27.50 finsl
Varies ft. = 4,802 sq. ft. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

M. 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.
RT 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.
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
ET areas draining to SA waters ). Design volume and infiltration calculations attached.
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.
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 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 1.38 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, vice President/Member of DCNC North Carolina I, LLC
2528 Independence Blvd, suite #104, Wilmington, NC 28412
880
Date:
Note. The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
re�nt of the subdivision has been named the president. I
a Notary Public for jthe State of NO LVAry A County of
/►1f(ToA4 "" do hereby c rtify that 'r� 4 PLQ+epP ii 01 personally appeared before me this
day of S riw d 7 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My commission expires
=COMMONWF-..AOF PENNSYLVANNOWW Seat
Form SWU-103 Rev 3.99 Page 3 ofAAember. QennsKt"nia ASS"C".1OP Nlotaries

Permit No.W�pro
,(�C j�(to ded by Lo
State of North Carolina
MAR 1 l 2049 Department of Environment and Natural Resources
Division of Water Quality
B'
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 '. The Villages at Turtle creek
Contact Person: DCNC North Carolina I, LLc Phone Number: 910 79o- 98ao
This worksheet applies to: Basin No, Prase 1 - c
(as identij7ed on plans)
in Drainage Area lc
(from Form SWL-l01)
111. 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 (fins]).
Soils Report Summary
Soil Type
Infiltration hate
SllWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdo4;,n Time
Basin Dimensions
Basin Size
Basin Volume Provided
13asiu Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Dnslow Loatvw Fine Sand
2,99 in/hr in or eflr/sf (circle appropriate units)
i0 fins] (Seasonal High Water Table elevation)
i ' s inch (1.5 inch event for S11 waters,] inch event for others)
17,256 C.f.
0.4 — days
Varies —ft. X Varies ft = 9,377
sq. ft. (bottom t dimensions)
26,859 c.f.
ii.oa finsl
14.25 finsl
15.75 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 e. 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.
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
ET areas draining to SA waters ). Design volume and infiltration calculations attached.
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.
ST
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
1. 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.
ET
n. Vegetated filter is provided for overflown and detail is shown on plans (Required minimum
8T 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 off-line systems (bypass detail provided).
ET r. System i. s 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 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 0.56 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 21I.1000 must be designed, approved and constructed.
l 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
2528 Independence Blvd, Suite #.104, Wilmington, NC 28412
Signature-.
Note: The0gally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
*ident of the subdivision has been named the president
1, OUA-5 , a Notary Public for the State of S Aruill , County of
t► YI er$ , do herlby certify that e'PV rCX _ personally appeared before we this _+ -
day of 191,1, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my !rand and official seal, _
SEAL My commission
tdowa1 Seel
ThomasM, MoCurdy,tJftyP+d*
l ower Mellon T" . Mm V0mx wy 0ounty
Form SWU-10-1 Rev 3.99 Page 3 of 3 MY0mrr*8WE*hWSag 1.2DW

Permit No.
(to be provided by 1)R'Qj
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FO 04E' '
INFILTRATION BASIN SUPPLEMENT �p�g
This form may be photocopied for use as an original
DWO Stormwater Mana ement 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: DMC North Carolina I, LLC Phone Number: ( 910 ) ?9o- 98so -
This worksheet applies to: Basin No. Phase 1n-1 in Drainage Area ln- i
(as identified on plans) (from Form SWU--10))
11. 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 Rate 2 . s s inch= in/6�r or cf/hr/sf (circle appropriate units)
SHWT Elevation 24.0 f ld (Seasonal High Aater 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
9.5
inch (1.5 inch event for SA waters, I inch event for others)
8,093 c.f
0.5 days
Varies f X Variea ( Y 2,790 sq. ft. (bottom dimensions)
9,450 c.f
27.00 finsl
29.25fmsl
30.09 fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

M. 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-ofway.
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 off -site drainage. Calculations attached.
ET k. Al_1 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.
E= 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 SIMJ-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 corer 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 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 uni4 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 l am responsible for the performance of the five
maintenance procedures listed above. l 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 I, LLC
412
Phone:
Ante: The leggfly responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resi*ht of the subdivision has been named the president.
I, / /�!!/�i* M& - , a Notary Public for the State of _ r 15-VLU4trVr ountyof
do hereb certify that '�u" -b- SIB EPL bX Cam- personally appeared before me this
day of , C&a, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and o icial seal,
SEAL My commission expires
'iltontas N1. jjA Cmdy, NdW PJW
form 5VM- 03 RPr 3.99 Page 3 of 3 *��h,�,2ms

Permit No. CAnNf„hQ
Q)
State of North Carolina (to be provided by DW
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
EC EIVE
INFILTRATION BASIN SUPPL
EMENT MAR 1 � 2fl19
TMs form may be photocopied for use as an original
DU Stormwater Management Plan Review: BY;
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.
L PROJECT INFORMATION
Project Name: _The Villages at Turtle Creek
Contact Person: DCXC North Carolina z, LLC Phone Number: ( 910 ) 79o7 9aso
This worksheet applies to: Basin No. phase 1D-2 in Drainage Area 1D-2
(os Went feed on plans) &M Form SWU--101)
11, DESIGN INFORMATION - Attach supporting calculations/documentation, The soils report must be
based upon an actual Meld investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fins]).
Soils Report Summary
Soil Type onslow Loamy Fine Sand
Infiltration Rate 2.55 in/hr in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 23.70 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design'Stolle 4.5
inch (1.5 inch event for S.1 waters,] inch event for others)
Design Volume 17,258 c. f
Drawdown Time 0.4 days
Basin Dimensions
Basin Size Varies fl Varies ft E.,534
sq. fr. (bottom dimensions)
Basin Volume Provided 17,335 C. f
Basin Elevations
Bottom Elevation 25.70 fmsl
Storage Elevation 27,75 f nsl
Top Elevation 28.75 fmsl
Form S W A 03 Rev 3.99 Page 3 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.
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
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.
ST 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 stormwater treatment device or stream, etc.).
A benchmark shall be estabhshed 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 0.51 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, vice President/Member of DCNC North Carolina I, LLc
Blvd, Suite #104, Wilmington, NC 28412
Signature.,
Note: the legally responsible pony should not be a homeowners association runless more than 50% of the lots have been sold and a
resident of the�s/ubdivisiun has been named the president.
10
1, qU 05 l+� C , a NotaryPublic for the State of i�NS q m j t&-' County of
©a as , do hereby lertify that b t�&'514 ?Gam-- personally appeared before me this ez_
day of rqoAiekka , --gun and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SE a L My commission expires �X�/ /�1 /-0
COMAAaNVVMTH OF PENN AIW
1 Notw al Seal
m mas M McCurdy Not ry P;u o
Form SIYU-1Q3 Rev 3.99 Page 3 of 3 1'WWMWlMTwp.,MonWtteiY0 Mtty
My Cm it n Ergs m Sept 1,=8
Am"her o v c,Avv ;F..7 Abe +vHrm NNet2;

Permit No: v Xe��VAF
(to be provided by DWQ)
!�iCDEII o Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION 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.
L PIM ECT flill»TIOR
Project name
Contact person
Phone number
Date
Drainage area number
10118/2016
4
Turtle Creek Infiltration 1 B Altemate Design
Eric Seidel, PE
. OOM IWON4TION
Site Characteristics
Drainage area
752,249 fe
Impervious area, post -development
339,953 ff
% impervious
45.19 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
t
Volume provided
fe
Storage Volume: SA Waters
1.5" runoff volume
42,955 fe
Pre -development 1-yr, 24-hr runoff
11,535 fe
Post -development 1-yr, 24-hr runoff
105,383 ft3
Minimum volume required
93,848 fe
Volume provided
51,780 fe
Insufficient. Increasevolumeprovided. A4 f . P� i�
Peak Flow Calculations�liQr/
i'i'i� J, " YDXuwr�O,
Is the pre/post control of the 1yr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
0.25 (unitless)
Rational C, post -development
0.57 (unitless)
Rainfall intensity: )-yr, 24-hr storm
2.90 in/hr
OK
Pre -development 1-yr, 24-hr peak flow
35.10 ft3/sec
Post -development 1-yr, 24-hr peak flow
80.03 fe/sec
Pre/Post 1-yr, 24-hr peak flow control
44.93 felsec
Elevations
Temporary pool elevation
25.40 fmsl
�1, ,
E C E I "�/ E
Permanent pool elevation
22.91 fmsl
SHWT elevation (approx. at the perm. pool elevation)
23.41 fmsl
OCT
Top of 1Oft vegetated shelf elevation
23.41 fmsl
1 1 20��
Bottom of 1Oft vegetated shelf elevation
22.41 fits)
Sediment cleanout, top elevation (bottom of pond)
16.00 fmsl
BY:
Sediment cleanout, bottom elevation
15.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool!
N (Y or N)
Elevation of the top of the additional volume
25.4 finsl
OK
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts 1. & II. Design Summary, Page 1 of 2

Permit
(10 be provided by DWQ)
d.. DESIGN INFONATEQN
Surface Areas
Area, temporary pool 24,093 fe
Area REQUIRED, permanent pool 17,452 fe
SAIDA ratio 239 (unitises)
Area PROVIDED, permanent pool, AP�,„y,,d
17,497 fe OK
Area, bottom of 1 Oft vegetated shelf, Agar
16,343 fe
Area, sediment cleanout, top elevation (bottom of pond), Ads„ d
6,126 fe
Volumes
Volume, temporary pool
511780 fO OK
Volume, permanent pool, Vim„„_pw
80,473 fO
Volume, forebay (sum of forebays if more than one forebay)
16,868 fO
Forebay % of permanent pool volume
21.0% % OK
SAIDA Table Data
Design TSS removal
85 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountaln/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
2.32 (unifless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vwm_,d
80,473 ft'
Area provided, permanent pool, Ap rm_pw
17,497 ft
Average depth calculated
4.89 It
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
5.0 ft
OK
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, APB
17,497 fe
Area, bottom of 1Oft vegetated shelf, At_a„n
16,343 fe
Area, sediment cleanout, top elevation (bottom of pond), Awl,.d
6,126 ft
"Depth" (distance MY bottom of 1 Oft shelf and top of sediment)
6.41 it
Average depth calculated
4.89 ft
OK
Average depth used in SAIDA, d,,,, (Round to down to nearest 0.5ft)
5.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
3.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unidess)
Driving head (Ho)
0.83 ft
Drawdown through weir?
N (Y or N)
Weir type
(unifless)
Coefficient of discharge (C)
(unifless)
Length of weir (L)
ft
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
35.10 fe/sec
Post -development 1-yr, 24-hr peak flow
80.03 f?/sec
Storage volume discharge rate (through discharge orifice or weir)
0.24 fOlsec
Storage volume drawdown time
2.50 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
EGE,IVE
OCT 2 4 2T"
BY..
3 :1
OK
3 :1
Insufficient shelf slope.
3.0 ft
Insufficient shelf length.
NIA :1
OK
NIA :1
OK
Y (Y or N)
OK
0.6 ft
Insufficient freeboard, minimum of 1-ft required 564v- C.pw •;��%r
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Pump
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Ill. REQUIRED MS CHECKUST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal oackaae 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
`
Sheet No.
G-�-
GrA O
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), f7Secd 4)c ptevv;, - Ly Qom"
Basin dimensions,
Pretreatment system,
- High flow bypass system,
- Maintenance access,
-Proposed drainage easement and public light of way (ROM, Ay. j> k,: - Nli): % PG; rem
Overflow device, and
Boundaries of drainage easement. Aft &16 P&.1pAf
G Z• O
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
Maintenance access, Au. ?) ,+ M&41(c PGr /oy
Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
Basin cross-section,
- Vegetation specification for planting shelf, and A)IA-
G - y
Filter strip.
3 -
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
C-
Inlet and outlet structures.
✓
G' 3.O
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
n
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
G- 3. Q
to verify volume provided.
e.�'�
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
e.
C4C 5
7. The supporting calculations. E V E IV E
8. A copy of the signed and notarized operation and maintenance (0&M) ag enOCT 2 4 2016
9. A copy of the deed restrictions (if required).
BY:— ----
1
eG
10. A soils repott that is based upon an actual field investigation, soil 'borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III. Required Items Checklist, Page 1 of 1

The Villages at Turtle Creek Phases 1 & 2
Stormwater Permit No. SW8 060608 Modification
Pender Countv
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 060608 Modification
Page 1 of 2
I,6-0tic- 0144*< , as a dulyregistered � �GWi0oe i
9 n
the State of North Carolina, having been authorized to observe enodica i eekly/full
time) the construction of the project,
zme
(Project)
J
for ))I"WAW0fAC (OVAWva W G� LLB Pr ' ct ( oje Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number. 4,T?_2I
Date �i�

DEC. 1.2006 4:27PM • NCDENR WM N0.854 P.8/10
State Stormwater Management Systems
Per07it_No, SW8 060608 Modification
The Villages at Turtle Creek Phases 1 & 2 Page 1 of 2
Stormwater Permit No. SW8 060608 Modification
_en gr County
Destoneero Certification
William G. Simmons, Jr.,
l+ P . E . T _, as a duly registered Professional Engineer In
the State of North Carolina, having been authorized to obeerve periodicall
e) the construction of the project,
The Villages at Turtle Creek Phases 1 & 2
(project)
for REDUS NC Coastal, LLC (project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications,
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
This Certification is a Partial. Certification issued for drainage
basins lA and 1D only. It is acknowledged that drainage basins 1B
and 1C were previously certified. A subsequent certification will
be submitted for the remainder of the areas described in this permit
once all work has been c pleted (Phase
��nlri��y
Signature ,,••�`o off, '�
Registration Number.
8''/23�20 to
Date
1 v
oOO
SEP 62
20
13y.10
Pane 7 of 9

DEC. 1.2006
4:27PM NCDENR WIRO NO.854 P.9f10
State 8tormwater Management systems
P. ermlt-No. 9W8 NOW Modification
Certification Requirements: Page 2 of 2
The drainage area to the system contains approximately the permitted
acreage,
.
The drainage area to the system contains no more than the permitted
amount of built*upon area,
3.
All the built -upon area associated with the project Is graded such that the
runoff drains to the system.
V 4.
All roof drains are located such that the runoff Is directed Into the system.
Yg
v7-5.
The outlet/bypass structure elevations are per the approved plan.
.
The outlet structure is located per the approved plans,
7.
Trash rack is provided on the outlet/bypass structure.
t/
All slopes are grassed with permanent vegetation,
�L�i 10
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short.
%
circuiting of the system,
The permitted amounts p of surface area and/or volume have been
provided.
v 2,
Required drawdown devices are correctly sued per the plans.
.. lans.
3.
All required design depths are provided.
14.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
The required dimensions of the system are provided, per the approved
plan,
cc; NCDENR-DWO Regional Office
Pender County Planning Department
page a of 9

The Villages at Turtle Creek Phases I and If
Stormkvater Permit No SW8 060608
Pender County
Designer's Certification: let Pond.
State Stormwater Management Systems
Permit too SW8 060608
Page 1 of 2
_�_ as a duly registered_ Ch$.L-q:orr_. in the
State of North Carolina. having been authorized to obsevvg ( period icallylvreekly/foil lime)
the construction of the project. ..
ti -- Ir.1l� modrir*c 44,o..,
(Project)
_ ----- - _
for G t� Cl 5 j� U C (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is a part of this Certification
Noted deviations from approved plans and specifications:
Ct
F r � , -f� •C v9�i O '-� � � [� •'t C 1 � j� jv+t�c�'•i � �i � � CJ `1
Signature _ —
Registration Number
Date
6/z$/i-7
PECEIVEP
MAR 12 2019
BY
iIN

State Stogy wiatear Management Sysien-is
Permit No SW8 060608
Certification Requirements Wet Pond Page 2 of 2
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area.
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
Jr 4. AI{ roof drains are located such that the runoff is directed into the system
5. The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure
8. All slopes are grassed with permanent vegetation
.9 Vegetated slopes are no steeper than 3 1,
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been provided
.�" 12 Required drawdown devices are correctly sized per the approved plans.
13. All required design depihs are provided.
14. All required parts of the system are provided. such as a vegetated shelf. a
forebay, and the vegetated filter.
'l15 The required dimensions of the system are provided, per the approved plan
16 All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc. NCDEQ-DEMLR Regional Office
Inspector Town of Surf City Building Inspections
Inspector. Pender County Planning

State Stormwater Management Systems
Permit No. SW8 060608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and II page 1 of 2
Stormwater Permit No. SW8 060608_ A
Pender Coup J--
Designer's Certification: Infiltration Basins
I: Aa�Yl�� A�� --, as a duly registered J+•�q t VN�r _ in the
State of North Carolina, having been authorized to observe (penodicailyl weekly[ full time)
the construction of the project,
--I-IN e-V; Li 85 a,+-'toga-� l../�
1
(Project) --- _.w.__�..._._._.....--
for Mu6 W &gAe , L+� (Project Owner) hereby state that, to the
best of my abilities; due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number ,�R!
DateSEAL
�Q
24419
T
MAY 14 2019
i9

State Stormwater Management Systems
Permit No. SW8 060608
Certification Requirements: Infiltration Basin
1.
The drainage area to the system contains approximately the permitted
acreage
pkfic 2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
041Pc 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
F►`4h, 4.
All roof drains are located such that the runoff is directed into the system.
ff S
The bypass structure weir elevation is per the approved plan.
it-T&- 6_
The bypass structure is located per the approved plans.
A Trash Rack is provided on the bypass structure.
8.
All slopes are grassed with permanent vegetation.
Mctk-9.
Vegetated slopes are no steeper than 3:1.
.g -10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.
The permitted amounts of surface area and/or volume have been provided.
12.
All required design depths are provided.
13.
All required parts of the system are provided.
k14. The .required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector, Pender County Planning

m
State Storniwater Management Systems
Permit No. SW8 060608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and Il Page 1 of 2
Storrnwater Permit No. SVV8 060608 ^ A
Pender Coup —�
Designer's Certification: infiltration Basins
I; Y�T � as a duly registered lh � �n the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
tV,e- ; L
(Project)
-----
e 5 a,+-,tu&r +-1 Q1 Cf�elt-jg-,
for 94U61 +�(, �Ki--�R_—�{Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date IJ+ Zo
SEAL
.r
MAY 14 2019
14

State Stormwater Management Systems
Permit No. SW8 O60008
Certification Requirements: Infiltration Basin
M 1
The drainage area to the system contains approximately the permitted
acreage
'Cpc 2
The drainage area to the system contains no more than the permitted
amount of built -upon area.
041Pc 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
5
The bypass structure weir elevation is per the approved plan.
1'Ar f.
The bypass structure is located per the approved plans.
7.
A Trash Rack is provided on the bypass structure.
8.
All slopes are grassed with permanent vegetation.
Ar:9.
Vegetated slopes are no steeper than 3:1.
.g��10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
,1r11.
The permitted amounts of surface area and/or volume have been provided.
` 12.
All required design depths are provided.
M" 13.
All required parts of the system are provided
gA-14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector, Pender County Planning
i[N

State Stormwater Management Systems
Perrnrt Nc. SW8 06O608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and it Page 1 of 2
Stormwater Permit No. SW8 066608 �� � 2
Pender Count J
Designer's Certification: Infiltration Basins
14 k 1. �.-, as a duly registeredq i ✓1� in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)
for genus W &a6+4 L4--�^---(project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
e SEAL
Signature C��
Registration Number
e�
Date
SEAL
2"19
4
.� MAY i 4 it's
tq`
G
tY:

State Stormwater Management Systems
Permit No. SW8 060608
Certification Requirements: Infiltration Basin
M 1. The drainage area to the system contains approximately the permitted
acreage
�R'rpr 2 The drainage area to the system contains no more than the permitted
amount of built -upon area.
o-IN 3 All the built -upon area associated with the project is graded such that the
runoff drains to the system.
1►A. 4. All roof drains are located such that the runoff is directed into the system.
1�A 5 The bypass structure weir elevation is per the approved plan.
TA 6. The bypass structure is located per the approved plans.
N�_k_7. A Trash Rack is provided on the bypass structure.
A�Jk 8. All slopes are grassed with permanent vegetation
LJq
)9. Vegetated slopes are no steeper than 3:1.
_fN'Tk10. The inlets are located per the approved plans and do not cause short-
circuiting of the system_
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
�N 13. All required parts of the system are provided.
AgXAr14. The •required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector; Pender County Planning
15

State Stormwater Management Systems
Permit�Nc. SW8 060608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and it Page 1 of 2
Stormwater Permit No. SW8 060608
Pender Coup
Designer's Certification: Infiltration Basins
as a duly registered i in the
State of North Carolina: having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)-"�.____-------_—_-- -
for ged us 06' (.Oa6+4 Ll-��^---(project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the projert
construction such that the construction was observed to be built within substantial
compliance and intent of the approved. plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature _ .
Registration Number
Date
SEAL
a 24419
41EIV
4 t MAY 14 2019
;b

State Stormwater Management Systems
Permit No. SW8 060608
Certification Requirements Infiltration Basin
pefk 1.
The drainage area to the system contains approximately the permitted
acreage
'CAc 2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
�IN, 4.
All roof drains are located such that the runoff is directed into the system.
�"rAr5
The bypass structure weir elevation is per the approved plan.
L�-TAr 6.
The bypass structure is located per the approved plans.
.?I- A_7.
A Trash Rack is provided on the bypass structure
itLt- 8_
All slopes are grassed with permanent vegetation
W_TA_9.
Vegetated slopes are no steeper than 3,1.
T'L_10
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.
The permitted amounts of surface area and/or volume have been provided.
_.W`TQr12.
All required design depths are provided.
p-U, 13.
All required parts of the system are provided.
IA-14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector, Pender County Planning
I

State Stormtvater Management Systems
Permit No. SW8 060608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and it Page 1 of 2
Stormwater Permit No. SW8 060608 �/�
Pender Countv V
Designer's Certification: Infiltration Basins
I; g_A-f— `� as a duly registered /� Me-er in the
...- - --- --—`-==-- --- ---------------
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)
for itMu6 W-- r.Ogs+4 I��i(Project Owner) hereby state that, to the
best of my abilities; due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature -
Registration Number Z��l_
Date ----
14
SEAL
SEAL
24419
T
IFCFIVE
MAY 14 20
4 ��

State S:ormwater Management Systems
Permit No_ SW8 060608
Certification Requirements: Infiltration Basin
M� 1.
The drainage area to the system contains approximately the permitted
acreage
,X'rk 2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
�c 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
P11N, 4.
All roof drains are located such that the runoff is directed into the system.
'rA- 5
The bypass structure weir elevation is per the approved plan.
0-TA- 6_
The bypass structure is located per the approved plans.
N`1Ar_7.
A Trash Rack is provided on the bypass structure.
Ar 8_
All slopes are grassed with permanent vegetation
1 9.
Vegetated slopes are no steeper than 3:1.
10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.
The permitted amounts of surface area and/or volume have been provided.
12.
All required design depths are provided.
M 13.
All required parts of the system are provided.
IgXA- The .required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector, Pender County Planning

State Stoat water Management Systems
Permit Nc. SW8 060608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and if Page 1 of 2
Stormwater Permit No. SW8 060608 1
Pender Coup --t
Designer's Certification,: Infiltration Basins
I: _ _ __r-LU'i , as a duly registered I in the
State of North Carolina. having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
for 9 eJ US' 06' &aSizf , Lt4C, _ --(project Owner) hereby state that, to the
best of my abilities; due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature — -ef . _.
®p01010 11.01Y11
Registration Number ��VNI'd�(� y�e�"''� CAR
Date
SQL
k 24419
T
nECEIVE
14 MAY 14 201g
V.

Stale Stormwater Management Systems
Permit No. SW8 060608
Certification Requirements: Infiltration Basin
The drainage area to the system contains approximately the permitted
acreage
pkllc 2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
0-1k_ 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
ffT 5
The bypass structure weir elevation is per the approved plan.
LXTA- 6.
The bypass structure is located per the approved plans.
A Trash Rack is provided on the bypass structure.
A=8.
All slopes are grassed with permanent vegetation.
yAlk9.
Vegetated slopes are no steeper than 3:1.
'10
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.
The permitted amounts of surface area and/or volume have been provided.
_.W`TDt12.
All required design depths are provided.
LA-tk.13.
All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
M. NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector; Pender County Planning
�S

State Stormwater Management Systems
Permit No. SW8 060608
Attachment B: Infiltration Basin Certifications
The Villages at Turtle Creek Phases I and II Page 1 of 2
Stormwater Permit No. SW8 060608 1-D _ Z
Pender Coup
Designer's Certification: Infiltration Basins
f as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project) ...�-.�--._--�----
for gedus 06, &a6+a , W,6__—____(Project Owner) hereby state that, to the
best of my abilities; due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
��oN�efuege�
Registration Number �� ?.��rl ���H CAA
Date 14, 701
SEAL
24419
71,
MAY 142019''
14

State Stormwater Management Systems
Permit No. SW8 060608
Certification Requirements: Infiltration Basin
M 1.
The drainage area to the system contains approximately the permitted
acreage
pk-t
The drainage area to the system contains no more than the permitted
.2.
amount of built -upon area.
04)c 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
htil�6. 4.
All roof drains are located such that the runoff is directed into the system.
r5pe 5
The bypass structure weir elevation is per the approved plan.
It-T.k- 6.
The bypass structure is located per the approved plans.
.0114- 7.
A Trash Rack is provided on the bypass structure.
k 8.
ItT
All slopes are grassed with permanent vegetation.
A9.
KKT
Vegetated slopes are no steeper than 3:1.
10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11.
The permitted amounts of surface area and/or volume have been provided.
12.
All required design depths are provided.
M 13.
All required parts of the system are provided.
jgXAr14. The .required system dimensions are provided per the approved plans.
M. NCDEQ-DEMLR Regional Office
Inspector, Town of Surf City Building Inspections
Inspector, Pender County Planning
I

d�� �E57R KZianls
ys' •'t � 2019 '
M ED
07.1 1G -7 AM 10: 28
Jt u.SWICEMOD
MrGISTEP OF DEEDS
PrHf FP !OUNTY, XC
BK3290PG 192
SUPPLEMENTAL DECLARATION OF PROTECTIVE COVENANTS
Prepa* "FOR THE VILLAGES AT TURTLE CREEK
Murchison, Taylor & Gibson, PLLC
16 North Fitch Avenue, Wilmington, NC 28401
STATE OF NORTH CAROLINAer
COUNTY OF PENDER �c
This SUPPLEMENTAL DECLARATO OF PR CT1VE COVENANTS FOR
THE VILLAGES AT TURTLE CREEK is made thisas_ day of 2007,
by DCNC NORTH CAROLI[NA I, L.L.C., a North Caroli limited liability company
("DECLARANT').
WIT NESSETH-
WHEREAS, the DECLARANT heretofore executed that certain Master Declaration
of Protective Covenants for The Villages at Turtle Creek and caused the some to be recorded in Book
3029, Page 10, et seq., in the Pender County Registry (hereinafter, the "Protective Covenants');
WHEREAS, in AMiM 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 ate 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 time Property to
additional covenants and easements;
WHEREAS, In connection with State Storamwer 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 8 4 and Section 15.
of the Protective Covenants, the DECLARANT does hereby amend the Protective Covenants as
follows:
1. e 1 Sec4g0 i 1,611.E is hereby deleted in its entirety and is replaced with the
following text:
"11.6 Soormwater Run -Of.( All Units shall be subject to the State of North Carolina rules and
-regulations concerting stormwater runoff as there rules are amended from time to time, Without
4 N limiting the foregoing, DECLARANT hereby reserves the right to impose additional restrictions
LI .. N upon the Properties as and to the extent required by time terms of the stormwater petmit(s) for The
villages at Tattle Creek as issued by the State of North Carolina, Such additional restrictions may be
f i imposed by DECLARANT by the recording of a Supplemental Declaration, and no joinder or
V Q consent of the Association or say other Owner or Person shall be required on such Supplemental
i Declaration. These regulations, which apply to all of the mat property described in Exhibit A and
rft%00` y are subject to revision as to any Future Development Property, currently provide:
6mfi

OK329OPG 193
(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 the
Division of Water Quality under NGiC 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 patties
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, Division of Water Quality.
(e) Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality.
(f) The maximum built -upon area ("Max BUA") per tot is as follows.
tl,
s: wlii:t3LlA
Lot �k°
ti683i A
. '`tc!
` `B!)A
#n.
; Max BUA
I.bt tY MIS B11A
1
4162
18
S 731
31
3 659
48
4176
.
81 4 187
2
4152
17
3 695
32
3 633
47
4165
62 4189
3
4152
18
S 676
33
$002
46
4149
63 4187
4
4152
19
4 11
34
3601
48
4,226
54 4,195
5
4.300
20
4,260
35
3 599
50
4145
65 4.187
6
4106
21
4.350
36
4,151
51
4152
6s 4187
7
3,668
22
4161
37
4 480
52
4151
67 4187
8
3,608
23
4,165
38
3 849
53
4151
68 4187
9
3 607
24
4162
39
828
64
4161
69 4183
10
3.007
NA I
NIA
40
1 4,022
66
4147
_ _
7o 4186
11
3 617
NIA
NIA
41
4,255
66
4166
77 4180
12
4156
27
3,681
42
4,087
57
_
4165
72 4.232
13
3,892
28
3,672
43
3,829
58
4,213
T3 4 289
14
3 776
29
3 688
44
4128
Be
4,253
NA I AI/A
15 1
3,691
30
3,664
45
4,425
60
4189
WA 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 13uilt 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.
(1) All nuroff on the lot must drain into the permitted system. This maybe 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 requited 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 additions! 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 stormwater runoff system and facility to The Villages at
Turtle Creek Homeowners Association, Inc. (the "Association"). At the time of such transfer, the
Association shall accept conve-vance and transfer of the Stormwater Pcrmft and carry out and abide
by the duties and obligations contained there€a.
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 this Supplemental Declaration, which covenants shalt run with title to the
64926

BK329OPG 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.0
By: Dilsheimer Communities of North Carolina,
LL.C., its sole manager
By
Vice President
STATE OF
COUNTY OF
I. ) C • 1/a (� 19 a Notary Public of said County and State, do
hereby eertify that'/,�, D. t. personally appeared before me this day and
acknowledged that that he is the Vice President of Dilsheimer Communities of North Carolina,
J-LC.. a North Carol➢ha limited liability company that is the sole manager of DCNC NORTH
CAROLIN,A J, L,L.C., a North Carolina limited liability compatny {the "Company'l 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 I Sro
day of —,tsar— , 2007.
My Commission Expires:
?/--/a -
Notary Public
Gf4W�.�Y7M�
�L'wYp�
tJAM�Y
L�nA.. ` y
WWW,onAirrp�
f+�yanpypn Expo 2
f

Iilfllll�ifll 1111llll, 18�.8.NO
Ponder County. PC Register of Fan
Pr�vatta PROP
Pact ! of S
AMENDED AND RESTATED SUPPLEMENTAL DECLARATION
OF PROTECTIVE COVENANTS
R 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. I I I
MAC D0221-010
Attn: 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 _ILI, 2011, by REDUS NC COASTAL, LLC, a Delaware
limited liability company ("DECLARANT").
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
S

12-M-2811
ILI ILIII Ili I1 FP�evatte PROP
ILIL11!11 lste�of Deeds pale 2 of 5
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 Creels, 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
replatted 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, hw1ading the Phase 2 Lots:
1. Article 1 I Section 11.6 is hereby deleted in its entirety and is replaced with the
following text:
"11.6 SSrrnwater Run-Offff, 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 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
Future Development Ptmpwty (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: 02H J000 (as amended and reissued from time to time, the "Storinwater
Management Permits'l.
(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 the concurrence of DWQ.
(fj T1ae maximum built -upon area ("Max BDA") per Phase 2 Lot is as follows.
PPAB 19M7402 2

ILIill11111 '�38„Fa oheYP evatte PROP
Ponder ComtY, RClater of Deeds page $ of 5
Lot #
Max BUA
Lot #
Max BUA
46
4,176
61
4,187
47
4165
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
NIA
NIA
60
4, i 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 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 Stonnwater 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

1119�lII�IIIINII�IIIIIIIIIIIIIIIII Prevatte 'P
Pender County, NC Register of Deode page 4 of S
EXCEPT AS AMENDED HEREIN, the Protective Covenants shall be and remain in full
force and effect.
[REMAINDER OF THIS PAGE LEFT ]BLAND INTENTI011ALLY. SIGNATURE AND
NOTARY ACKNOWLEDGEMENT APPEAR ON THE NEXT PAGE.]
PPAB 19M744v2 4

j�(y� 12-w2011
1111111IL11111111ulLl�qglil aye ease P sva� P
Pendor , of Deeds papa 5 of 5
REDUS NC COASTAL, LLC,
a Delaware limited liability company
By: REDUS PROPERTIES, INC.,
a Delaware corporation,
its Member d Manage
B.
Pn-nYN e: C�xa � &:; G✓�1•, el
Title:/, EPiesident
STATE OF NORTH CAROLINA
COUNTY OF &4 ge
I, �rTDr, L � �; "r, a Notary Public of _ lj&ka_
County, Statd of North Carolina, certify that 4At,-S C'. (the "Signatory„),
personally came before me this day and acknowledged that he/she is,/iLE 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)
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 7 61` day of December, 2011.
r
otary Public
[Note: Notary Public must sign exactly as on notary seal]
Print Name:_Adr j
My Commission Expires: S "
(,NOTARY SEAT.; (MUST BE FULLY LEGIBL;,)
PPAB 19027442

Lon 6
FLED
07 t;UG -7 AM E0: 28
JC : ;'' : M. SWICE"u00D
REGISTER OF DEEDS
PENDEF C0014TY,NC
+�BK3290PG 192
C 41 t��OA 0-1b 11)
..SUPPLEMENTAL DFCL1kRAv't f0,r-i OF PROTECTIVE C;CEVCN. 4'F8
f FOR THE VILLAGES Al TUXILE CREEK
Prepa ' Murchison, Taylor & Gibson, PLLC
16 North Fifth Avenue, Wilmington, NC 28401 foe
STATE OF NORTH CAROLINA f
COUNTY OF PENDER�sL'
This StTPPLFMFNTAL DECLARATICP OF PRO CTIVE COVENANTS FOR
A HE V; �z AGES .4T jR7- L1 C.R r:t is made this�Lsf day of J2007,
by DCNC NORTH CAROLINA I, L.L.C., a North Caroli limited liability company
("DECLARANT).
WITNESSETH:
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 110, et seq., in the Pender County Registry (hereinafter, 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;
WHEREAS, in connection with State Stormwater Management Permit Number SW8
051025 acquired by the Association 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;
NOW THEREFORE, in accordance with its rights under Section 8.4 and Section 15.3
of the Protective Covenants, the DECLARANT does hereby amend the Protective Covenants as
follows:
1. Article 1 I Sects 11.6 is hereby deleted in its entirety and is replaced with the
following text:
All Units shall be subject to the State of North Carolina rules and
-regulations concerning stornrAmw 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 terns of the stormwater permits) for The
Villages at Turtle Creek as issued by the State of North Carolina. Such additional restrictions may be
imposed by DECLA RAN17 by flit 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 teat property described in Exhibit A and
are subject to revision as to any Future Development Property, currently provide:
69256

OX329OPG 193
(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 the
Division of Water Quality under NCAC 2N.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.
(d) The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the 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.
(f) The maximum built -upon area {"Max BUA') per lot is as follows:
ax' . AL..M
k
:1Et�
' i1
4,162
16
3,731
31
3659
61
4,187
2
3
42
4rIt2
i'7;,(':�5
18
-4.v76
32
3633
n48149
B2
41$g
33
34
3,602
3 601
63
64
4187
4195
a
4.;152
i s
4, �11
5
4,300
20
4,269
35
36
3.699
4,151
so
51
4145
4.152
65
66
1 4.187
4187
B�
4,St,o
21u
A AD
�_►
3,FM;8
22�
.9.1
37
38
39
4480
3 849
3828
52
83
84
4,151
4151
4151
67
68
69
4187
4187
4183
t3
3.608
3,b07
23
4,1£5
24
4,162
ac
3,607
NIA
NIA
N/A
DNA
40
41
4.022
4,255
65
56
4147
4,166
70
71
4.186
4186
r 1 7
8
27
3,681
42
4.087
57
4,165
1 72
4 232
2
28
3,672
43
3,829
s8
4,213
73
4,289
JEUTO
24
3,668
44
4128
69
4,253
WA
NIA
1
30 1
3,684 1
45
4 425
60
4189
N/A
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
pavemerrt. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not inciude nosed, 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 transfer the Stormwater Management Permit and
the responsibility for maintenance of the stormwater runoff system and facility to The Villages at
Turtle Creek 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 this Supplemental Declaration, which covenants shall run with title to the
164936 2

BK3290PG 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 effeet.
DCNC NORTH CAROLINA, I, L.L.C.
By: Dilsheimer Communities of North Carolina,
L.L.C., its sole manager
Dr.
Vice President
STATE OF
COUNTY OF �7 r
I, Od t,cy Q. K(�c' , a Notary Public of said County and State, do
hereby certify that/ a. i).UL,mor 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 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 I $I, day of Pf 2007.
My Commission Expires:
Notary Public
N ar re LVAI to
NOWAMLSK
VAUER4 WOY
two A. Ca+�
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TES �2.7t101
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64986

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tg11 I,2-®9 36„
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Pander County, NC of ayachey Prevatte PROP Deeds Pale i of S
AMENDED AND RESTATED S-LI PLEMENTAL DECLARATION
OF PROTECTIVE COVENANTS
�OR PHASE 2 OF THE VILLAGES AT TURTLE CREEK
Prepared By: azker 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. I I I
MAC D0221-010
Attn: Christopher S. Williard
STATE OF NORTH CAROLINA
COUNTY OF PENDER
This SUPPLEMENTAL DECLARATION OF PROTECTIVE COVENANTS
FOR PHASE 2 OF TIME 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 ("DECLARANT").
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 IS

I II II �273 160�21 981000
II111111111111IIIIi1il1l�lf GAT"ah�2 of 5ttc PROP
County, 9 P
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
replated on the Final Plat for Turtle Creek Phase 22 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:
"11.6 Str,ra- water.-R-I �-�tl .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 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
Future 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: 02H J000 (as amended and reissued from time to time, the "Stormwater
Management Permits'l.
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stomwater 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 the concurrence of DWQ.
(f) The maximum built -upon area ("Max BUA'J per Phase 2 Lot is as follows:
PPAB 19027442 2

IIPIIrIIIIIIIIIIIIIIllil919ter11IiIIIIII o 27 12-0-201�1 �L (4 16:21:88.000
County, NC of Deice Teaehey Prevatte PROP
page 8 of 5
Lot #
Max BUA
Lo i #
Max BUA
4�6q
4,176
6.1
4,187
Ey
62
14,159
48
4,149
63
4.187
49
4,226
64
4.:195
50
4,145
4,1.5?
65
66
4,1 F,7
4,187
4.187
51
52
4,151
67
53_
4,15.1
63
4,187
S4
4.1 it
64_)
4,183
55
4,1`.r7
70
4,1 "6
56
4.166
71
4,186
57
4,165
72 _
4, 32
58
4,213
7
4; .�9
59
4,2 53
N/A
N/A
Gf!
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 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 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 19027442

! 0
l/lll
F--<CEPT' AS
force �d effect. A °++nty, �l/llI/II!
ED HE r 1�ajst*r oMe-'2-�
ale phDtect, of p i e� r :?1: a i®00
fRE1E� OF Cc�,�n paw 4� of $atte PROP
NOTARYA� ADAGE LEFTB ants s be and remain �WI,EDGE�Nr�IlV�NT1O1V � m full
PE` R ON AiLY' SIGMA
NEB PA;GE.] rURE AND
PPgB 1902744,2

Illf II II II IIIIII Ilillll IIII NIII If IIIjrP82316:21:38.0ee12 21 2011
County, NC eaehey Prevatte PROP
Register of page S of B
REDUS NC COASTAL, LLC,
a Delaware limited liability company
By: REDUS PROPERTIES, INC.,
a Delaware corporation,
its Member d anage
B.
Prue _a3ne: .mar i v
Title: President
STATE OF NORTH CAROLINA
COUNTY OF
I, A&-)Z L, Je; "/` , a Notary Public of IJ&k&_
County, State of North Carolina, certify that , (the "Signatory"),
personally came before me this day and acknowledged that he/she is I/iC--P 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 thefollowing)
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 % 01' day of December, 2011.
Notary Public
�W, [Note: Notary Public must sign exactly as on notary seal)
�p Print Name: Ad., L L
Nay Commission Expires:_ s'
'w [NOTARY SEAL] (MUST BE FULLY LEGIBLE)
Yft
-f-P 0htti1,10a`
PPA,B 1902744v2