SW8030917_Historical File_20111130

REHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
November 30, 2011
Coleen H. Sullins
Director
Dr. Arnold Sobol, Member Manager
Aftew Properties, LLC
2020 S. Churchill Dr.
Wilmington, NC 28403
Subject: State Stormwater Managemeni
The Village at Motts Landing
High Density Subdivision Wet
New Hanover County
Dear Dr. Sobol:
Permit No. SW8 030917
Pond Project
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for The
Village at Motts Landing on November 23, 2011. 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
September 1,1995. We are forwarding Permit No. SW8 030917 dated November 30, 2011, for the construction,
operation and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until July 9, 2014, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this
permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system 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 petition with the Office of Administrative Hearings (OAH). The petition must conform
to Chapter 150E of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. A petition is considered filed when it is received in the Office of Administrative Hearings during
normal office hours. The OAH accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m.,
except for official state holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached file
(with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required by NCGS
§15013-23.2) is received in the OAH-within seven (7) business days following the faxed or electronic transmission.
Unless such demands are made this permit shall be final and binding. You should contact the-OAH with all questions
regarding the filing fee and/or the details of the filing process. The mailing address, telephone and fax numbers for
the Office of Administrative Hearings are: 6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone 919-733-
2698. FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson, at
[phone].
Sincerely,
For Colee A ullins, Director
Division of Water Quality
GDS/kpj: S:IWQSIStormwateAPermits &r Projects120031030917 HD12011 11 permit 030917
cc: Phil Tripp, PE, Tripp Engineering
Inspector, New Hanover County Inspections
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NoeffiCarolina.
Internet: vyww.ncwaterquality.org - r�'
An Equal Opportunity 1 Affirmative Action Employer Natks

State Stormwater Management Systems
Permit No. SW8 030917
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Aftew Properties, LLC
The Village at Motts Landing
5625 River Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter separately and
collectively referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 9, 2014 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The subdivision is permitted for 243 lots and 12 multi -family units, each limited to a
maximum amount of built -upon area as indicated in Table 1.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The runoff from all built -upon area within the
permitted drainage areas of this project must be directed into the permitted stormwater
control systems. The wet ponds designated as Pond 1, Pond 2, and Pond 3, have been
designed to treat the runoff from 693,588; 419,811; and 202,916 square feet of
imperious area, respectively.
4. The maximum built -upon area allowed for the entire subdivision is 1,791,178 square
feet.
5. A 50' wide vegetative buffer must be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
banks of each side of streams and rivers and the mean high water line of tidal waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 030917
a
b.
C.
d.
e.
f.
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
Drainage Area, ac:
Onsite ft2:
Offsite ft2:
Design Storm, in"
Total Impervious,ft2:
Lots, ft2:
Roads/Parking, ft2:
(incl. Clubhouse)
Future, ft2:
Offsite, ft2:
Pond Depth, ft:
TSS Removal efficiency:
Permanent Pool (PP) Elevation, fmsl:
Permitted Surface Area at PP, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, fmsi:
Controlling Orifice, (� Pipe:
Forebay Volume, ft3:
Permanent Pool Volume, ft3:
Maximum Fountain Horsepower, hp:
Receiving Stream / River Basin
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond 1 Pond 2 Pond 3
43.44 17.7 19.5
1,892,246 771,012 849,420
0 0 0
1.0 1.0 1.0
693,588 419,811 202,916
391,500 285,000 141,000
167,783 96,587 61,916
134,305
38,224
0
0
0
0
6.0
6.0
6.0
90%
90%
90%
9.0
8.0
12.0
79,475
23,263
34,577
81,462
42,081
54,629
10.0
9.5
13.5
4.0
2.5
2.0
69,015
43,118
27,560
342,621
69,795
138,207
1.00
0.25
0.50
Motts Creek / Cape Fear
River
18-82
C: SW
Curb Outlet Total
474,863 1,791,178
374,000 1,191,500
100,863 427,149
0 172,529
0 0
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater drainage system shown on the approved plans, unless and until the Division
has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for compliance with
the built -upon area limits, grading, and the storm drainage system established by this
permit, the permit documents, the approved plans, and the recorded deed restrictions.
3. The permittee shall review all individual proposed and modified lot plans for compliance
with the conditions of this permit. The permittee shall not approve any lot plans where
the maximum allowed built -upon area has been exceeded, or where revisions to the
grading or to the storm drainage system are proposed unless and until a permit
modification has been approved by the Division.
4. The permittee shall notify any lot owner that is found to be in noncompliance with the
conditions of this permit in writing, and shall require timely resolution.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 030917
5. 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.
6. 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.
7. 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. Redesign or addition to the approved amount of built -upon area.
G. Further development, subdivision, acquisition, or sale of any, 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.
d. Alteration of any aspect of the approved stormwater drainage system and/or the
approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
8. All stormwater collection and treatment systems must be located in either public rights -
of -way or dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required rights -of -way, common area and
easements, in accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. 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.
11. 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.
12. This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
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 design
condition. The approved Operation and Maintenance Agreement must be followed in its
entirety and maintenance must occur at the scheduled intervals.
14. Records of maintenance activities must be kept by the permittee. T he records will
indicate the date, activity, name of person performing the work and what actions were
taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 030917
15. 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 030917, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under 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.
The project is permitted for 243 lots and 12 multi -family units as summarized in
Table 1 as defined by the stormwater rules, and as indicated in the approved
plans. 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, driveways, and
parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the permitted built -
upon area reduced due to CAMA jurisdiction within the AEC.
Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons.
A 30' vegetated buffer must be maintained between all built -upon area and the
Mean High Water line of surface waters.
k. All roof drains shall terminate at least 30' from the Mean High Water mark.
Portions of this project drain to a curb outlet system. Each designated curb outlet
swale or 100' vegetated area shown on the approved plan must be maintained at
a minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement. All runoff on the
lots within the high -density portion of the project 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.
M. Built -upon area in excess of the permitted amount will require a permit
modification.
Page 5of9

State Stormwater Management Systems
Permit No. SW8 030917
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. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The project and the stormwater facility must be in compliance with all permit
conditions. Any items not in compliance must be repaired, replaced or restored to design
condition prior to the transfer. Records of maintenance activities performed to date will
be required.
18. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in this pond is as specified in
Section 1.6.
19. If permeable pavement BUA credit is desired, the permittee must submit a request to
modify this permit to incorporate such language as required by the Division of Water
Quality. The request to modify must include a proposed amendment to the deed
restrictions and protective covenants for the subdivision, and a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate. Upon the
successful completion of a permit modification, the individual lot owners that request to
utilize permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the
permeable pavement.
III. GENERAL CONnITIONS
This permit is not transferable except after notice to and approval by the Director. At
least 30 days prior to a change of ownership, or a name change of the permittee or of
the project, or a mailing address change, the permittee must submit a completed and
signed Name/Ownership Change form, to the Division of Water Quality, accompanied by
the supporting documentation as listed on the form. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves a request to transfer the permit. 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 permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
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) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 030917
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting the permitted stormwater management
facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
8. -Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The permittee shall maintain a copy of the permit, O&M
Agreements, and the approved plans at all times.
10. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit, revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules and regulations contained in Session Law 2006-246, Title 15A NCAC
2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application 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 modified and reissued this the 30"' day of November 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 030917
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 030917
The Village at Motts Landing
Stormwater Permit No. SW8 030917
New Hanover Countv
Designer's Certification
Page 1 of 2
as a duly registered in the State
of North Carolina, having been authorized to obse ve (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 030917
Certification Requirements: 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.
4. All 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 depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Inspector, New Hanover County Building Inspections
Page 9 of 9

Table 1- SWS 030917 - The Village at Mntts Landino - run Summory
- - - - - ----------
November 30, 2011
Modification
Lot Number
Pond 1
Pond 2 JPond
3
1 Curb Outlet
Impervious Area (ftz)
In Each Draina a Area
1
5,000
2
5,000
3
5,000
4
5,000
5
5,000
6
5,000
7
5,000
8
5,000
9
5,000
10
5,000
11
5,000
12
5,000
13
5,000
14
5,000
15
5,000
16
5,000
17
5,000
18
5,000
19
5,000
20
5,000
21
5,000
22
5,000
23
5,000
24
5,000
25
5,000
26
5,000
27
5,000
28
5,000
29
5,000
30
5,000
31
5,000
32
5,000
33
5,000
34
5,000
35
5,000
36
5,000
37
5,000
38
5,000
39
5,000
40
5,000
41
5,000
42
5,000
43
5,000
44
5,000
45
5,000

Table 1- SW8 030917 - The Village at Metts Landing - Run Summnw
November 30, 2011
Modification
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
Impervious Area (ft)
In Each Draina a Area
46
1 5,000
47
4,500
48
4,500
49
4,500
50
4,500
51
4,500
52
4,500
53
4,500
54
4,500
55
4,500
56
4,500
57
4,500
58
4,500
59
4,500
60
4,500
61
4,500
62
4,500
63
4,500
64
4,500
65
4,500
66
4,500
67
4,500
68
4,500
69
4,500
70
4,500
71
4,500
72
5,000
73
4,500
74
4,500
75
4,500
76
4,500
77
4,500
78
4,500
79
4,500
80
4,500
81
4,500
82
4,500
83
4,500
84
4,500
85
4,500
86
4,500
87
4,500
88
4,500
89
4,500
90
4,500

Table 1- SW9 030917 - The Village at Metts landing - gua Summary
- ----------- - -- -----------
November 30, 2011
Modification
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
Impervious Area (ft2)
In Each Drainage Area
91
4,500
92
4,500
93
4,500
94
4,500
95
4,500
96
4,500
97
4,500
98
4,500
99
4,500
100
4,500
101
4,500
102
4,500
103
4,500
104
4,500
105
4,500
106
4,500
107
4,500
108
4,500
109A
4,500
109
4,500
110
4,500
111
4,500
112
4,500
113
4,500
114
4,500
115
4,500
116
4,500
117
4,500
118
4,500
119
4,500
119A
4,500
120
4,500
120A
4,500
121
4,500
122
4,500
123
4,500
124
4,500
125
4,500
126
4,500
127
4,500
128
4,500
129
4,500
130
4,500
131
4,000
132
4,000

Table 1- SW8 030917 - The Village at Motts Landing - RUA Summary
November 30, 2011
Modification
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
Impervious Area (ftz)
In Each Draina a Area
133
4,500
134
4,500
135
4,500
136
4,500
137
5,000
138
5,000
139
5,000
140
5,000
141
5,000
142
5,000
143
5,000
144
5,000
145
5,000
146
5,000
147
5,000
148
5,000
149
5,000
150
5,000
151
5,000
152
5,000
153
5,000
154
5,000
155
4,000
156
4,500
157
4,500
158
4,500
159
4,500
160
4,500
161
4,500
162
4,500
163
4,500
164
4,500
165
4,500
166
4,500
167
4,500
168
4,500
169
4,500
170
4,500
171
4,500
172
4,500
173
4,500
174
4,500
175
4,500
176
4,500
177
4,500

Table 1- SW8 030917 - The Village at Motts Landing - RUA Summary
November K 2011
Modification
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
Impervious Area (ft2)
In Each Draina a Area
178
4,500
179
4,500
180
4,500
181
4,500
182
4,500
183
4,500
184
4,500
185
4,500
186
4,500
187
4,500
188
4,500
189
4,500
190
4,500
191
4,500
192
4,500
193
4,500
194
4,500
195
4,500
196
4,500
197
4,500
198
4,500
199
4,500
200
4,500
201
4,500
202
4,500
203
4,500
204
4,500
205
4,500
206
4,500
207
4,500
208
4,500
209
4,500
210
4,500
211
4,500
212
4,500
213
4,000
214
4,000
215
4,000
216
4,000
217
4,000
218
4,000
219
4,000
220
4,000
221
4,000
222
4,000

Table 1- SW9 030917 - The Village at Mntts Landing - BUA Summary
November 30, 2011
Modification
Lot Number
Pond 1
Pond 2
1 Pond 3
Curb Outlet
Impervious Area (ft2)
In Each Drainage Area
223
4,000
224
4,000
225
4,000
226
4,000
372
5,000
373
5,000
374
5,000
375
5,000
376
5,000
377
5,000
378
5,000
382
4,500
383
4,500
384
4,500
385
4,500
386
4,000
387
4,000
388
4,000
Multi Family, 12 @ 6,000
72,000
Total BUA:
391,500
285,000
141,000
374,000
1,191,500

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ MgmtPlan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopiedror use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Villaze at Motts Landine
2. Location of Project (street address):
5625 River Road
City:Wilmington County: New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
From the intersection of 421 & 132 travel 1 mile south on 421 to the intersection of Sanders Road.
Turn right on Sanders Road. Site will be 0.6 mile on your right
4. Latitude:34* 0729" N Longitude:77° 54' 39" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New NModification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 030917 , its issue date (if known)August 15, 2011, and the status of
construction: ❑Not Started []Partially Completed* N Completed* *provide a designer's certification
2. Specify the type of project (check one):
NLow Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
NSedimentation/Erosion Control: 3.0 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Nov °2 3 2011
Form SWU-101 Version 07July2009 Page 1 of 6

IIt. CONTACT INFORMATION
1 a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Aftew Properties, LLC
Signing Official & Title: Dr. Arnold Sobol, Member Manager
b. Contact information for person listed in item 1a above:
Street Address: 2020 S. Churchill Drive
City: Wilmingtton State:NC Zip:28403
Mailing Address (if applicable):
City:
Phone: (910 ) 763-2629
Email:
State: Zip:
Fax: (910 ) 763-4742
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version 07July2009 Page 2 of 6
Nov 2 s 20»

IV. PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated.
Overall low -density subdivision with pockets of high density treated by three (3) wet detention basins and
a curb outlet system.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
LJ Approval of a Site Specific DevE'----- —+Plan or PUD Approval Date:
❑ Valid Building Permit *�
❑ Other:
b.Identify the regulation(s) the projei
❑ Coastal SW -1995 ® Ph
3. Stormwater runoff from this proje,
4. Total Property Area: 140.44
7. Total Property Area (4) - Total Q
Area+: 140.44 acres
+ Total project area shall be calcuia
between the banks of streams anc
(MHM line, and coastal wetlan
calculate overall percent built uX
be included in the total project a
8. Project percent of impervious ar
A 09t�
V��o'D
River basin.
Inds Area: 0 acres
Area: 0 acres
lea (6) = Total Project
funded structures, the area
N) line or Mean High Water
kltant project area is used to
he NHW (or MHW) line may
'X 100 = 29.3 %
9. How many drainage areas does the project have? 3 (For high ciensiry, �.,u�.. _ � each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area T
_
Drainage Area 1
Drainage Area 2
Drainage Area 3
Receiving Stream Name
Mott's Creek
Mott's Creek
Mott's Creek
Mott's Creek
Stream Class *
C; SW
C; SW
C; SW
C; SW
Stream Index Number *
18-82
18-82
18-82
18-82
Total Drainage Area (so
140.44
1,892,246
771,030
849,420
On -site Drainage Area (sf)
140.44
693,588
419,811
202,916
Off -site Drainage Area (sf)
-
-
-
-
Proposed Impervious Area** s
41.12
693,588
419,811
202,916
% Impervious Area** total
29.3
36.65
54.45
23.9
Impervious' Surface Area
Drainage Area T
_
Drainage e Area 1
Drainage Area 2
DrainageArea 3
On -site Buildings/Lots (sf)
1,181,624
391,500
285,000
141,000
On -site Streets (sf)
427,149
167,783
96,587
61,916
On -site Parking (so
_
_
-
-
On -site Sidewalks (sf)
Other on -site (so
Future (so
182,405
1 134,305
38,224
-
Off -site (sf,
-
ExisUng BUA*** (sf)
Total (sf:
1,791,178
693,588
419,811
202,916
arreum Uuss ana inaex Number can be determined at:
** Impervious area is defined as the built upon area including, but not limited ttn,,b in-ap,Jr�
sidewalks, gravel areas, etc.` v,
***Report only that amount of existing BUA that will remain after development. Do not r ox
is to be removed and which will be replaced by new BUA. Nov 2 y G y
areas,
BUA that
Form SWU-101 Version 07July2009 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that mm� be subject to more stringent stormwater requirements as per NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htW://h2o.enr.state.nc.us/su/bmp forms htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map ath!W://h2o.enr.state.nc.us/su/msi mates htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from h!W://h2o.enr.state.nc.us/su/bm_n forms htm.
1. Original and one copy of the Stormwater Management Permit Application Form. 'tials
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hft://www.envheID-org/pa-zes/onestoRexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters�+�j�Fi�
i. Dimensioned property,/project boundary with bearings & distances..
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Ti. Existing drainage (including off site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07July2009 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3728 Page No:133
1.1. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hgR://www.secretaa.sta4,e.nc.us/CorRorations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htt2://h2o.enr.state.nc.us/su/bml2 forms htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded properly restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all' parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Phillip G. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnuts Street
City:Wilmington
Phone: (910 ) 763-5100
Emafl:[e-mail]
State:NC Zip:28401
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
(print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1b) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
RIEC �''.,.�fX
NOV 2 3 2011
BY: FD
Form SWU-101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
egent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) Arnold Sobol
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cTaZr
ts will be recorded, and that the proposed project complies with the requirements of the
applicable stormules under 15A NC C 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Siggnnat_ure: Date., 2.b/l
1, C Ba a Notary Public for the State ofAlcrAh (arnljits, County of
Z er do hereby certify that AYA ki L, &012o ) personally appeared
before me this Z3 day of vc ZO1 P , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, *�)"4'i' (!__
SEAL
My commission expires_ /0
Nov 2 3 2011
Form SWU-101 Version 077uly2009 Page 6 of 6

Completeness Review Checklist
Project Name: CL. tA- U2 +n)-7 5 ���� Received Date:
Project Location: 'A (' �, Accepted Date:
Rule(s) F-12008 Coastal rCIf995 Coastal OPhase II (WiRO) El Universal 111988 Coastal
Type of Permit: New or 64 or PR Existing Permit # (Mod or PR): nPE Cert on File?
Density: HD or LD Type: Commercial or Residenti i aNCG:
%: (% OK?) Stream Class: C SA Map �Offsite to SW8
Subdivided?: Subdivisioa or Single Lot I[--IORW Map I I lExemot
Paperwork
®Supplement(s) (1 original per BMP) BMP Type(s):10M6,',.a6c
F10&M with correct/original signatures (1 original per BMP except LS/VFS and s ales) 01
❑Application with correct/original signatures
OCorp or LLC: Sig. Auth. per SoS or letter Note to Reviewer'
�$505 (within 6mo) .
Soils Report with SHWT
Calculations (signed/sealed)
ONo obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
& Notarized
Plans
r. Sets �` �: Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading mWetlands: Delineated or No Wetlands
®Vicinity Map ®Layout (proposed BUA dimensions)
Legend ®DA Maps El Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
®Soils Report
®PE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): �wsf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
November 22, 2011
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: The Village At Motts Landing
Permit No SW8 030917
TE 11007
Dear Kelly:
We are requesting a modification to the above referenced permit. The owner has renumbered
Lots 372-385 from the previously approved plans and has also increased the impervious
allocation for the 12 multi -family buildings in Phase IA and 1B. Below is a summary of the
modifications for the Stormwater Permit:
Pond 1
• Revised 12 Multi -family buildings impervious allocation from 5,177 sf each (62,124 sf) to
6,000 sf each (72,000 sf Total). This area is denoted as Phase I and I on the revised
plans.
• Renumbered Lots 135 and 136 to Lots 119A and 120A.
Pond 2
• Renumbered Lots 386 and 387 to Lots 135 and 136.
Pond 3 - No changes
Curb Outlet
• Lots 379 — 381 were renumbered and moved to a future phase. Lots 379 — 381 are no longer
located in the permitted phase.
• Renumbered Lots 379 — 382 to 382 — 385.
• Renumbered Lots 383 — 385 to 386 — 388.
Enclosed please find two sets of plans, application, and check for the review fee. Please review
for approval and contact us with any questions, comments or if you need additional information.
Thank you.
Sincerely,
Tripp Engineering, P.C.
a.
Lee Galloway
ALO:dcb
C'E*'ITVTED
Nov � 3 2011
Enc.

Table 1 - SW8 030917 - The Villaae at Motts Landing - R[le Siimmani
November 2011
Plan Revision
Lot Number
Pond 1
Pond 2
1 Pond 3 1 Curb Outlet
Impervious Area (e)
In Each Drainage Area
1
5,000
2
5,000
3
5,000
4
5,000
5
5,000
6
5,000
7
5,000
8
5,000
9
5,000
10
5,000
11
5,000
12
5,000
13
5,000
14
5,000
15
5,000
16
5,000
17
5,000
18
5,000
19
5,000
20
5,000
21
5,000
22
5,000
23
5,000
24
5,000
25
5,000
26
5,000
27
J _
5,000
28
5,000
29
5,000
30
5,000
31
5,000
32
5,000
33
5,000
34
5,000
35
5,000
36
5,000
37
5,000
38
5,000
30
5,000
40
I
5,000
41
5,000
42
5,000
43
5,000
44
5,000
45
5,000
qq-� P
ck�oNeo--5

Table 1 - SW8 030917 - The Village at Nietts Landinn - R110 Siimmano
November 2011
Plan Revision
Lot Number
Pond 1
Pond 2
1 Pond 3 1 Curb Outlet
Impervious Area (ft2)
In Each Drainage Area
46
5,000
47
4,500
48
4,500
49
4,500
50
4,500
51
4,500
52
4,500
53
4,500
54
4,500
55
4,500
56
4,500
57
4,500
58
4,500
59
4,500
60
4,500
61
4,500
62
4,500
63
1 4,500
64
4,500
65
4,500
66
4,500
67
4,500
68
4,500
69
4,500
70
4,500
71
4,500
5,000
-
72
73
4,500
74
4,500
75
4,500
76
4,500
77
4,500
78
4,500
79
4,500
80
4,500
81
4,500
82
4,500
83
4,500
84
4,500
85
i
I
4,5001
86
4,500
87
4,500
88
4,500
89
4,500
90
4,500

Table 1 - SW8 030917 - The Villaae at Motts Landina - BETA Surr mare
November 2011
Plan Revision
Lot Number
Pond 1
I Pond 2
1 Pond 3 1 Curb Outlet
Impervious Area ( )
In Each Drainage Area
91
4,500
92
4,500
93
4,500
94
4,500
95
4,500
96
4,500
97
4,500
98
4,500
99
4,500
100
4,500
101
4,500
102
4,500
103
4,5001
104
4,500
105
4,500
106
4,500
107
4,500
108
4,500
109A (. t a')
4,500
109
4,500
110
4,500
111
4,5001
112
4,500
113
4,500
114
4,500
115
116
4,500
4,500
117
4,500
118
4,500
119
4,500
119A
4,500
120
4,500
120A
4,500
121
4,500
122
4,5001
123
4,5001
124
4,500
125
4,500
i 26
4,500
127
4,500
"i 28
4,500
129
4,500
130
4,5001
131
4,000
132
4,000

Table 1 - SW8 030917 - The Villaae at Motts Landina - SUA Summary
November 2011
Plan Revision
Lot Number
Pond 1
Pond 2
1 Pond 3 1 Curb Outlet
Impervious Area (e)
In Each Drainage Area
133
4,500
134
4,500
135
4,500
136
4,500
137
5, 000
138
5,000
139
5,000
140
5,000
141
5,000
142
5,000
143
5,000
144
5,000
145
5,000
146
5,000
147
5,000
148
5,000
149
5,000
150
5,000
151
5,000
152
5,000
153
5,000
154
5,000
155
4,000
156
4,500
157
4,500
158
4,500
159
4,500
160
4,500
161
4,500
162
4,500
163
4,500
164
4,500
165
4,500
166
4,500
167
4,500
168
4,500
169
4,500
170
4,500
171
4,500
'
172 i
f
f
4,500
r
173
4,500
174
4,500
175
4,500
176
4,500
177
4,500
Q
10
IN
11

Table 1 - SW8 030917 - The Villaae at Motts Landina - RUA Summary
November 2011
Plan Revision
Lot Number
Pond 1
Pond 2
1 Pond 3 1 Curb Outlet
Impervious Area (ft)
In Each Drainage Area
178
4,500
W9
4,500
180
4,500
181
4,500
182
4, 500
183
4,500
184
4,500
185
4,500
186
4,500
187
4,500
188
4,500
189
4,500
190
4,500
191
4,500
192
4,500
193
4,500
194
4,500
195
4,500
196
4,500
197
4,500
198
4,500
199
4,500
200
4,500
201
4,5001
202
4,5001
203
415001
204
4, 500
205
4,500
206
4,500
207
4,500
208
4,500
209
4,500
210
4,500
211
4,500
212
4,500
213
4,000
214
4,000
215
4,000
216
R
4,000
l 217
4,000
218
4,000
219
4,000
220
4,000
221
4,000
222
4,000

Table 1 - SW8 030917 - The Vlllaae at Motts 1_2ndina - RUA Summary
November 2011
Plan Revision
Lot Number
Pond 1
Pond 2
1 Pond 3 1 Curb Outlet
Impervious Area (e)
In Each Drainage Area
223
4,000
224
4,000
225
4,000
226
4,000
372
373
5,000
374
5,000
375
5,000
376
5,000
377
5,000
378
5,000
382
4,500
383
4,000
384
4,000
385
4,000
386
4,500
387
4,500
388
4,500
Multi Family 12 @ 6,000
72,000
Total BUA:
391,5001
285,0001
141,000
374,000
1,191,500