SW8050516_Historical File_20110922

i!CLDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 22, 2011
Mr. Randy Allen, President
R.A. North Development, Inc.
7009 Whitemarsh Ct.
Charlotte, NC 28201
Subject: Stormwater Management Permit No. SW8 060616
Cannonsgate at Bogue Sound
Low Density Subdivision with a Curb Outlet Swale System
Carteret County
Dear Mr. Allen:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Cannonsgate at Bogue Sound on July 13, 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. We are forwarding a modified Permit No. SW8
050516, dated September 22, 2011, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that
may be required.
This modification is to increase the built -upon area allocated to lot 437 from 3,080 square feet to
6,665 square feet and thus reducing the future built -upon area available within the ORW portion of
this project from 12,757 square feet to 9,172 square feet.
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 150B 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 [phone]. FAX
919-733-3378.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson at [phone].
Sincerely,
r y e t tQ;sc�'�'
For Col2n Sullins, Director
Division of Water Quality
GDS/can: S:IWQSIStormwaterlPermits & Projects120051050516 LD12011 09 permit 050516
cc: Kathy Vinson, Coastal Planning Services, Inc
Town of Cape Carteret Inspections Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 NorthCarohna
Internet www.ncwaterquality.org q���
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State Stormwater Management Systems
Permit No. SW8 050516
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATEI° MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION WITH A CURB OUTLET SWALE SYSTEM
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
R. A. North Development, Inc.
Cannonsgate at Bogue Sound
NC Highway 24, Cape Carteret, Careteret County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet swale system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved
by the Division of Water Quality -and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. Each of the 525 is limited to a maximum amount of built -upon area as indicated
in Attachment D of this permit. CAMA regulations may reduce the allowable built -
upon area for those lots within the AEC.
2. The overall tract built -upon area percentage for the project must be maintained at
25%, per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the a proved 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 A, 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.
4. No pi ing shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 050516
r
7. For projects within'/ mile of SA waters, direct discharges are not allowed.
Discharge to a vegetated or natural area capable of providing effective infiltration
for the 1 year 24 hour storm shall not be considered a direct discharge.
II. SCHEDULE OF COMPLIANCE
1. No person shall alter the approved stormwater management system or fill in,
alter, or pipe any drainage feature (such as swales) shown on the approved
plans as part of the stormwater management system unless and until the
permittee submits a modification to the permit and receives approval from the
Division of Water Quality.
2. The maximum built -upon area assigned to each lot via this permit and the
recorded deed restrictions may not be increased or decreased by either the
individual lot owner or the permittee unless and until the permittee notifies the
Division of Water Quality and obtains written approval from the Division. At a
minimum, this will require a minor permit modification.
3. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
4. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
5. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and re -vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
g. Maintenance of level spreaders.
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 or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all prope owned by the permittee, for which
Sedimentation and Erosion ontrol Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
g. The development of any future area or additional phase(s) noted on the
approved plans. The modification must demonstrate that the built -upon
area does not exceed the maximum amount permitted under this permit
and that it meets the intent of low density development per the stormwater
rules and available guidance.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 050516
The permittee is responsible for verifying that the proposed built -upon area 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 Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner.
S. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
9. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
10. Each lot in the subdivision covered by this permit will maintain a minimum 30 feet
wide vegetative buffer between all impervious areas and surface waters.
11. All roof drains must terminate at least 30 feet from the Mean High Water mark.
12. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
13. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management permit Number S:^ Q 050b16, as issueu
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.
f. The maximum built -upon area per lot is is as defined in Attachment D.
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. For those lots within the CAMA Area of Environmental Concern, where
DCM calculates a different maximum lot built -upon area, the governing
maximum lot BUA shall be the more restrictive of the two.amounts.
i. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
j. 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 s"all terminate at least 30' from the PvSean High Water mark.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 050516
I. 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.
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
15. 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.
16. Prior to transfer of ownership, the swales must be inspected and determined
to be in compliance with the permit. Any deficiencies will be repaired or
replaced prior to the transfer.
17. The final plats for the project will be recorded showing all required easements
and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quali
in accordance with North Carolina General Statutes 143-215.6A to 143-215V.,
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. 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 Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re -issuance of the permit to change the name and incorporate such other
requirements as may be necessary. A completed Name/Ownership Change
form, signed by both parties, must be submitted to the Division of Water Quality
accompanied by the supporting documentation as listed on page 2 of the form.
The approval of this request will be considered on its merits, and may or may not
be approved.
6. The permittee is responsible for compliance with all the terms and conditions of
this permit until ti-le Division approves the permit transfer. Neither the sale of the
project nor the transfer of common area to a third party constitutes an approved
transfer of the stormwater permit.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal), which have jurisdiction.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 050516
8. The permittee grants permission to DENR Staff to enter the property during
normal business hours for the purposes of inspecting the stormwater control
system and it's components.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Permit modified and re -issued this the 22"d day of September, 2011.
NOR H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-- ______ ----------�Ste- ------
for Coleen . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 6

, Caponsgate at Bogue Sound
Attachment D
II. BUILT UPON AREA - SUPPLEMENT FORM & SUPPORTING DOCUMENTATION
Total Development Area
LOT
NUMBER
LOT
AREA
SQ. F
LOT
AREA
(ACRES)
VESTED
WPERVIOUS
AREA SQ. FT)
AREA.
1
10,395
0.24
3,200
Blue
2
10,505
0.24
3,200
Blue
3
10,302
0.24
3,200
Blue
4
9,000
0.21
3,200
Blue
5
9,148
0.21
3,200
Blue
6
10,903
0.25
3,200
Blue
7
11,935
0.27
3,200
Blue
8
12,662
0.29
3,200
Blue
9
12,710
0.29
3,200
Blue
10
12,724
0.29
3,200
Blue
11
12,701
0.29
3,200
Blue
12
12,867
0.30
3,200
Blue
13
13,143
0.30
3,200
Blue
14
13,322
0.31
3,200
Blue
15
13,155
0.30
3,200
Blue
16
13,501
0.31
3,200
Blue
17
11,703
0.27
3,200
Blue
18
9.955
0.23
1 3.200
Blue
19
9,922
0.23
3,200
Blue
20
10,825
0.25
3,200
Blue
21
14,753
0.34
0.26
3,200
3,200
Blue
Blue
22
11,240
23
10,456
0.24
3,200
Blue
24
10,456
0.24
3,200
Blue
25
10,456
0.24
3,200
Blue
26
10,456
0.24
3,200
Blue
27
10,031
0.23
3,200
Blue
28
8,957
0.21
3,200
Blue
29
8,863
0.20
3,200
Blue
30
12,879
0.30
3,200
Blue
31
9,741
0.22
3,200
Blue
32
8,975
0.21
3,200
Blue
33
8,985
0.21
3,200
Blue
34
8,995
0.21
3,200
Blue
35
10,214
0.23
3,200
Blue
36
11,995
0.28
3,200
Blue
37
12,234
0.28
3,200
Blue
38
12,254
0.28
3,200
Blue
39
11,051
0.25
3,200
Blue
40
14,519
0.33
3,200
Blue
41
18.004
0.41
3,200
Blue
42
13,887
0.32
3,200
Blue
43
13,235
0.30
3,200
Blue
44
13,262
0.30
3,200
Blue
45
10,2601
0.24 1
3,200
Blue
Form SWU-104 Version 3.99 Total Development Area

Caponsgate at Bogue Sound
Attachment D
46
9,488
0.22
3,200
Blue
47
9,488
0.22
3,200
Blue
48
9,365
0.21
3,200
Blue
49
9,000
0.21
3,200
Blue
5n
9,000
0.21
3,200
Blue
51
9,000
0.21
3,200
Blue
52
12,667
0.29
3,200
Blue
53
10,048
0.23
3,200
Blue
54
9,626
0.22
3,200
Blue
55
10,000
0.23
3,200
Blue
56
9,763
0.22
3,200
Blue
57
9,626
0.22
3,200
Blue
58
10,046
0.23
3,200
Blue
59
10,691
0.25
3,200
Blue
60
13,002
0.30
3,200
Blue
61
12,139
0.28
3,200
Blue
62
9,626
0.22
3,200
Blue
63
9,890
0.23
3,200
Blue
64
9,884
0.23
3,200
Blue
65
9,606
0.22
3,200
Blue
66
10,046
0.23
3,200
Blue
67
10,663
0.24
3,200
Blue
68
9,143
0.21
3,200
Blue
69
9,677
0.22
3,200
Blue
70
9.677
0.22
Blue
71
9,677
0.22
3,200
Blue
72
9,677
0.22
3,200
Blue
73
9,677
0.22
3,200
Blue
74
9,677
0.22
3,200
Blue
75
9,677
0.22
3,200
Blue
76
• 9,677
0.22
3,200
Blue
77
9,677
0.22
3,200
Blue
78
9,677
0.22
3,200
Blue
79
9,677
0.22
3,200
Blue
80
9,677
0.22
3,200
Blue
81
9,677
0.22
3,200
Blue
82
9,677
0.22
3,200
Blue
83
9,677
0.22
3,200
Blue
84
9,677
0.22
3,200
Blue
85
9,677
0.22
3,200
Blue
86
9,677
0.22
3,200
Blue
87
9,677
0.22
3,200
Blue
88
9,677
0.22
3,200
Blue
89
10,006
0.23
3,200
Blue
90
10,006
0.23
3,200
Blue
91
10,006
0.23
3,200
Blue
92
10,006
0.23
3,200
Blue
93
10,006
0.23
3,200
Blue
94
10,006
0.23
3,200
Blue
95
10,276
0.24
3,200
Blue
96
10,006
0.23
3,200
Blue
97
10,006
0.23
3,200
Blue
Form SW U-104 Version 3.99 Total Development Area

Canonsgate at Bogue Sound
Attachment D
98
10,006
0.23
3,200
Blue
99
10,006
0.23
3,200
Blue
100
10,006
0.23
3,200
Blue
101
9,720
0.22
3,200
Blue
102
11,147
0.26
3,200
Blue
103
14,766
0.34
3,200
Blue
104
9,180
0.21
3,200
Blue
105
9,180
0.21
3,200
Blue
106
9,180
0.21
3,200
Blue
107
9,611
0.22
3,200
Blue
108
9,633
0.22
3,200
Blue
109
14,527
0.33
3,200
Blue
110
14,307
0.33
3,200
Blue
111
14,251
0.33
3,200
Blue
112
14,387
0.33
3,200
Blue
113
9,136
0.21
3,200
Blue
114
9,351
0.21
3,200
Blue
115
9,351
0.21
3,200
Blue
116
9,351
0.21
3,200
Blue
117
9,351
0.21
3,200
Blue
118
9,351
0.21
3,200
Blue
119
13,555
0.31
3,200
Blue
120
11,551
0.27
3,200
Blue
121
10,0061
0.23
3,200
Blue
122
in f)Onl
n=2:4
3,200
Blue
123
10,098
0.23
3,200
Blue
124
10,476
0.24
3,200
Blue
125
11,418
0.26
3,200
Blue
126
14,400
0.33
3,200
Blue
127
14,400
0.33
3,200
Blue
128
14,400
0.33
3,200
Blue
129
11,639
0.27
3,200
Blue
130
13,132
0.30
3,200
Blue
131
9,000
0.21
3,200
Blue
132
9,017
0.21
3,200
Blue
133
8,417
0.19
3,200
Blue
134
9,000
0.21
3,200
Blue
135
10,200
0.23
3,200
Blue
136
9,000
0.21
3,200
Blue
137
9,000
0.21
3,200
Blue
138
9,000
0.21
3,200
Blue
139
9,000
0.21
3,200
Blue
140
9,000
0.21
3,200
Blue
141
9,000
0.21
3,200
Blue
142
10,013
0.23
3,200
Blue
143
10,707
0.25
3,200
Blue
144
10,707
0.25
3,200
Blue
145
9,297
0.21
3,200
Blue
146
8,109
0.19
3,200
Blue
147
8,109
0.19
3,200
Blue
148
8,109
0.19
3,200
Blue
149
10,097
0.23
3,200
Blue
Form SWU-104 Version 3.99 Total Development Area

Carionsgate at Bogue Sound
Attachment D
150
8,783
0.20
3,200
Blue
151
8,109
0.19
3,200
Blue
152
8,109
0.19
3,200
Blue
153
8,109
0.19
3,200
Blue
It AA
8,039
1-1.18
3,200
Blue
155
9,102
0.21
3,200
Blue
156
7,802
0.18
3,200
Blue
157
8,009
0.18
3,200
Blue
158
8,009
0.18
3,200
Blue
159
8,009
0.18
3,200
Blue
160
8,009
0.18
3,200
Blue
161
7,663
0.18
3,200
Blue
162
7,500
0.17
3,200
Blue
163
7,505
0.17
3,200
Blue
164
7,632
0.18
3,200
Blue
165
7,997
0.18
3,200
Blue
166
8,519
0.20
3,200
Blue
167
7,611
0.17
3,200
Blue
168
7,506
0.17
3,200
Blue
169
7,500
0.17
3,200
Blue
170
7,500
0.17
3,200
Blue
171
7,500
0.17
3,200
Blue
172
7,500
0.17
3,200
Blue
173
7,698
0.18
3,200
Blue
174
9,219
0.21
a )nn
Blue
175
9,219
0.21
3,200
Blue
176
8,694
0.20
3,200
Blue
177
7,242
0.17
3,200
Blue
178
6,966
0.16
3,200
Blue
179
7,494
0.17
3,200
Blue
180
7,640
0.18
3,200
Blue
181
7,603
0.17
3,200
Blue
182
7,561
0.17
3,200
Blue
183
7,530
0.17
3,200
Blue
184
7,510
0.17
3,200
Blue
185
7,501
0.17
3,200
Blue
186
7,502
0.17
3,200
Blue
187
7,514
0.17
3,200
Blue
188
7,037
0.16
3,200
Blue
189
7,284
0.17
3,200
Blue
190
7,514
0.17
3,200
Blue
191
7,501
0.17
3,200
Blue
192
7,514
0.17
3,200
Blue
193
7,551
0.17
3,200
Blue
194
7,613
0.17
3,200
Blue
195
7,701
0.18
3,200
Blue
196
7,817
0.18
3,200
Blue
197
7,679
0.18
3,200
Blue
198
6,736
0.15
3,200
Blue
199
11,744
0.27
3,200
Blue
200
11,291
0.26
3,200
Blue
201
10,871
0.25
3,200
Blue
Form SWU-104 Version 3.99 Total Development Area

Canonsgate at Bogue Sound
Attachment D
202
10,800
0.25
3,200
Blue
203
10,800
0.25
3,200
Blue
204
9,600
0.22
3,200
Blue
205
9,017
0.21
3,200
Blue
206
8,600,
0.20
3,200
Blue
207
9,000
0.21
3,200
Blue
208
9,000
0.21
3,200
Blue
209
9,000
0.21
3,200
Blue
210
9,000
0.21
3,200
Blue
211
9,000
0.21
3,200
Blue
212
9,019
0.21
3,200
Blue
213
8,905
0.20
3,200
Blue
214
7,732
0.18
3,200
Blue
215
7,800
0.18
3,200
Blue
216
7,800
0.18
3,200
Blue
217
7,801
0.18
3,200
Blue
218
7,971
0.18
3,200
Blue
219
8,639
0.20
3,200
Blue
220
7,966
0.18
3,200
Blue
221
6,860
0.16
3,200
Blue
222
7,546
0.17
3,200
Blue
223
7,653
0.18
3,200
Blue
224
9,368
0.22
3,200
Blue
225
9,512
0.22
3,200
Blue
226
R,R341
n 2n
3 ?nn
Blue
227
8,634
0.20
3,200
Blue
228
8,634
0.20
3,200
Blue
229
8,634
0.20
3,200
Blue
230
8,634
0.20
3,200
Blue
231
8,634
0.20
3,200
Blue
232
10,983
0.25
3,200
Blue
233
8,909
0.20
3,200
Blue
234
7,977
0.18
3,200
Blue
235
7,977
0.18
3,200
Blue
236
7,977
0.18
3,200
Blue
237
8,839
0.20
3,200
Blue
238
8,783
0.20
3,200
Blue
239
7,977
0.18
3,200
Blue
240
7,977
0.18
3,200
Blue
241
8,839
0.20
3,200
Blue
242
10,497
0.24
3,200
Blue
243
8,974
0.21
3,200
Blue
244
9,926
0.23
3,200
Blue
245
11,488
0.26
3,200
Blue
246
10,081
0.23
3,200
Blue
247
8,591
0.20
3,200
Blue
248
8,591
0.20
3,200
Blue
249
9,414
0.22
3,200
Blue
250
7,793
0.18
3,200
Blue
251
7,793
0.18
3,200
Blue
252
7,793
0.18
3,200
Blue
253
7,793
0.18
3,200
Blue
Form SWU-104 Version 3.99 Total Development Area

Canonsgate at Bogue Sound
Attachment D
254
7,793
0.18
3,200
Blue
255
7,793
0.18
3,200
Blue
256
7,793
0.18
3,200
Blue
257
7,854
0.18
3,200
Blue
258
8,148
0.1 S
3,200
Blue
259
8,579
0.20
3,200
Blue
260
8,883
0.20
3,200
Blue
261
7,640
0.18
3,200
Blue
262
7,081
0.16
3,200
Blue
263
6,793
0.16
3,200
Blue
264
6,360
0.15
3,200
Blue
265
5,839
0.13
3,200
Blue
266
5,406
0.12
3,200
Blue
267
5,093
0.12
3,200
Blue
268
5,413
0.12
3,200
Blue
269
5,404
0.12
3,200
Blue
270
5,078
0.12
3,200
Blue
271
5,384
0.12
3,200
Blue
272
5,810
0.13
3,200
Blue
273
6,351
0.15
3,200
Blue
274
6,872
0.16
3,200
Blue
275
7,356
0.17
3,200
Blue
276
9,456
0.22
3,200
Blue
277
9,386
0.22
3,200
Blue
97$
9,419
0.22
3,200
Blue
279
9,452
0.22
3,200
Blue
280
9,485
0.22
3,200
Blue
281
8,594
0.20
3,200
Blue
282
11,028
0.25
3,200
Blue
283
9,339
0.21
3200
Blue
284
8,595
0.20
3200
Blue
285
8,245
0.19
3200
Blue
286
7,283
0.17
3200
Blue
287
6,320
0.15
3200
Blue
288
5,414
0.12
3200
Blue
289
6,447
0.15
3200
Blue
290
6,882
0.16
3200
Blue
291
7,500
0.17
3200
Blue
292
7,500
0.17
3200
Blue
293
7,429
0.17
3200
Blue
294
6,155
0.14
3200
Blue
295
6,199
0.14
3200
Blue
296
6,200
0.14
3200
Blue
297
6,200
0.14
3200
Blue
298
6,200
0.14
3200
Blue
299
6,200
0.14
3200
Blue
300
6,200
0.14
3200
Blue
301
6,200
0.14
3200
Blue
302
6,149
0.14
3200
Blue
303
11,3631
0.26 1
3200
Blue
304
9,1271
0.21
3200
Blue
305
7,7701
0.18 1
2680
Red
Form SWU-104 Version 3.99 Total Development Area

Canonsgate at Bogue Sound
Attachment D
306
7,856
0.18
2680
Red
307
8,059
0.19
2680
Red
308
7,565
0.17
2680
Red
309
6,514
0.15
2680
Red
310
6,124
0.14
e63C
Red
311
5,987
0.14
2680
Red
312
5,676
0.13
2680
Red
313
4,985
0.11
2680
Red
314
6,765
0.16
2680
Red
315
7,319
0.17
2680
Red
316
7,683
0.18
2680
Red
317
7,871
0.18
2680
Red
318
7,888
0.18
2680
Red
319
7,736
0.18
2680
Red
320
7,408
0.17
2680
Red
321
6,894
0.16
2680
Red
322
6,169
0.14
2680
Red
323
5,199
0.12
2680
Red
324
4,288
0.10
2680
Red
325
4,929
0.11
2680
Red
326
5,355
0.12
2680
Red
327
5,378
0.12
2680
Red
328
6,397
0.15
2680
Red
329
6,489
0.15
2680
Red
330
6,599
0.15
I 268C
Red
331
6,748
0.15
2680
Red
332
6,900
0.16
2680
Red
333
6,996
0.16
2680
Red
334
7,821
0.18
2680
Red
335
6,560
0.15
2680
Red
336
7,000
0.16
2680
Red
337
7,000
0.16
2680
Red
338
7,000
0.16
2680
Red
339
7,000
0.16
2680
Red
340
6,914
0.16
2680
Red
341
7,058
0.16
2680
Red
342
7,000
0.16
2680
Red
343
7,000
0.16
2680
Red
344
7,000
0.16
2680
Red
345
6,822
0.16
2680
Red
346
5,847
0.13
2680
Red
347
7,908
0.18
3200
Blue
348
7,908
0.18
3200
Blue
349
7,908
0.18
3200
Blue
350
7,908
0.18
3200
Blue
351
7,908
0.18
3200
Blue
352
7,908
0.18
3200
Blue
353
7,908
0.18
3200
Blue
_ 354
7,908
0.18
3200
Blue
355
7,908
0.18
3200
Blue
356
7,969
0.18
3200
Blue
357
7,628
0.18
3200
Blue
Form SWU-104 Version 3.99 Total Development Area

Camonsgate at Bogue Sound
Attachment D
358
7,607
0.17
3200
Blue
359
7,607
0.17
3200
Blue
360
7,607
0.17
3200
Blue
361
7,607
0.17
3200
Blue
362
7,60?
0.I1
3200
Blue
363
7,607
0.17
3200
Blue
364
7,607
0.17
3200
Blue
365
7,607
0.17
3200
Blue
366
7,280
0.17
3200
Blue
367
8,037
0.18
3200
Blue
368
9,184
0.21
3200
Blue
369
9,184
0.21
3080
Green
370
8,022
0.18
3080
Green
371
7,416
0.17
3080
Green
372
8,539
0.20
3080
Green
373
8,276
0.19
3080
Green
374
7,924
0.18
3080
Green
375
7,924
0.18
3080
Green
376
7,924
0.18
3200
Blue
377
7,924
0.18
3200
Blue
378
7,924
0.18
3200
Blue
379
8,011
0.18
3200
Blue
380
8,011
0.18
3200
Blue
381
7,924
0.18
3200
Blue
3R2
7,924
0.18
3200
Blue
383
7,924
0.18
3200
Blue
384
7,924
0.18
3200
Blue
385
7,924
0.18
3200
Blue
386
7,305
0.17
3200
Blue
387
7,865
0.18
3200
Blue
388
7,908
0.18
3200
Blue
389
7,908
0.18
3200
Blue
390
7,908
0.18
3200
Blue
391
7,908
0.18
3200
Blue
392
7,985
0.18
3200
Blue
393
19,431
0.45
3200
Blue
394
15,043
0.35
3200
Blue
395
13,918
0.32
3200
Blue
396
14,447
0.33
3200
Blue
397
15,835
0.36
3200
Blue
398
17,361
0.40
3200
Blue
399
17,410
0.40
3200
Blue
400
10,365
0.24
3200
Blue
401
9,164
0.21
3200
Blue
402
9,184
0.21
3200
Blue
403
10,803
0.25
3200
Blue
404
14,168
0.33
3200
Blue
405
15,385
0.35
3200
Blue
406
12,985
0.30
3200
Blue
407
10,531
0.24
3200
Blue
408
9,357
0.21
4
3200
Blue
409
8,909
0.20
3200
Blue
Form SWU-104 Version 3.99 Total Development Area

Canonsgate at Bogue Sound
Attachment D
410
8,726
0.20
3200
Blue
411
9,016
0.21
3200
Blue
412
10,272
0.24
3200
Blue
413
11,273
0.26
3200
Blue
414
11,558
0.27
320u
Blue
415
11,480
0.26
3200
Blue
416
11,038
0.25
3200
Blue
417
14,880
0.34
3200
Blue
418
8,304
0.19
3200
Blue
419
7,935
0.18
3200
Blue
420
7,968
0.18
3200
Blue
421
8,537
0.20
3200
Blue
422
9,661
0.22
3200
Blue
423
10,342
0.24
3200
Blue
424
10,059
0.23
3200
Blue
425
10,562
0.24
3200
Blue
426
11,420
0.26
3200
Blue
427
10,914
0.25
3080
Green
428
9,830
0.23
3080
Green
429
9,082
0.21
3080
Green
430
28,982
0.67
3080
Green
431
13,513
0.31
3080
Green
432
12,330
0.28
3080
Green
433
12,4701
0.29
1 3080
Green
434
1' 12''''
f-,VLL
^ ''°
V.LV
I^o^
VVVV
Green
435
12,142
0.28
3080
Green
436
11,452
0.26
3080
Green
437
31,530
0.72
-50WL
Green
438
19,989
0.46
3080
Green
439
22,369
0.51
3080
Green
440
16,091
0.37
3080
Green
441
15,611
0.36
3080
Green
442
16,794
0.39
3080
Green
443
15,596
0.36
3080
Green
444
14,480
0.33
3080
Green
445
13,717
0.31
3080
Green
446
13,266
0.30
3080
Green
447
12,989
0.30
3080
Green
448
12,887
0.30
3080
Green
449
13,112
0.30
3080
Green
450
13,903
0.32
3080
Green
451
14,950
0.34
3080
Green
452
15,772
0.36
3080
Green
453
16,588
0.38
3080
Green
454
17,447
0.40
3080
Green
455
18,097
0.42
3080
Green
456
18,554
0.43
3080
Green
457
18,850
0.43
30'80 1
Green
458
19,066
0.44
3080
Green
459
19,133
0.44
3080
Green
460
19,160
0.44
3080
Green
461
19,1601
0.44 1
3080
Green
((a IG65 'A) cN 4 /aa/8011
Form SWU-104 Version 3.99 Total Development Area

Canonsgate at Bogue Sound
Attachment D
462
19,148
0.44
3080
Green
463
19,133
0.44
3080
Green
464
19,293
0.44
3080
Green
465
20,186
0.46
3080
Green
466
15,868
0.36
3080
1 Green
467
13,861
0.32
3080
Green
468
12,510
0.29
3080
Green
469
11,963
0.27
3080
Green
470
12,126
0.28
3080
Green
471
12,108
0.28
3080
Green
472
12,168
0.28
3080
Green
473
12,593
0.29
3080
Green
474
15,287
0.35
3080
Green
475
14,265
0.33
3080
Green
476
11,042
0.25
3080
Green
477
10,803
0.25
3080
Green
478
11,111
0.26
3080
Green
479
10,202
0.23
3080
Green
480
15,005
0.34
3080
Green
481
19,572
0.45
3080
Green
482
14,756
0.34
3080
Green
483
9,442
0.22
2680
Red
484
10,817
0.25
2680
Red
485
11,315
0.26
2680
Red
4�6
11,434
0.26
2680
Red
487
11,552
0.27
2680
Red
488
11,668
0.27
2680
Red
489
11,791
0.27
2680
Red
490
12,105
0.28
2680
Red
491
12,813
0.29
2680
Red
492
12,729
0.29
2680
Red
493
11,397
0.26
2680
Red
494
10,230
0.23
2680
Red
495
9,251
0.21
2680
Red
496
8,447
0.19
2680
Red
497
7,803
0.18
2680
Red
498
7,302
0.17
2680
Red
499
6,931
0.16
2680
Red
500
6,652
0.15
2680
Red
501
6,373
0.15
2680
Red
502
6,159
0.14
2680
Red
503
6,581
0.15
2680
Red
504
7,581
0.17
2680
Red
505
8,964
0.21
2680
Red
506
7,706
0.18
2680
Red
507
7,482
0.17
2680
Red
508
8,015
0.18
2680
Red
509
9,761
0.22
2680
Red
510
9,200
0.21
2680
Red
511
6,846
0.16
2680
Red
512
6,363
0.15
2680
Red
513
15,078
0.35
2680
Red
Form SWU-104 Version 3.99 Total Development Area 10

Canonsgate at Bogue Sound
Attachment D
514
15,660
0.36
2680
Red
515
19,788
0.45
3080
Green
516
19,454
0.45
3080
Green
517
18,389
0.42
3080
Green
518
17,709
0.41
3080
Green
519
17,308
0.40
3080
Green
520
16,949
0.39
3080
Green
521
16,635
0.38
3080
Green
522
18,731
0.43
3080
Green
523
19,296
0.44
3080
Green
524
20,5351
0.47
3080
1 Green
525
24,3931
0.56
1 3080
1 Green
Total Number of Lots with vested area of 3200 sq.ft
Total Number of Lots with vested area of 3080 sq.ft
Total Number of Lots with vested area of 2680 sq.ft
Total Number of Lots
Total Lot Area (SQ. FT)
Total Vested Impervious Area (SQ. FT.)
Total Vested Impervious Area Percentage
377
74
74
525
5,243,782
1,632,640
31.1370
Form SWU-104 Version 3.99 Total Development Area 11

Canonsgate at Bogus Sound
Attachment D
II. BUILT UPON AREA - SUPPLEMENT FORM & SUPPORTING DOCUMENTATION
Area Inside ORW Line
LOT
NUMBER
LOT
AREA
(SQ. FT)
LOT
AREA
(ACRES)
VESTED
IMPERVIOUS
AREA SO. FT
Air=A
305
7,770
0.18
2680
Red
306
7,856
0.18
2680
Red
307
8,059
0.19
2680
Red
308
7,565
0.17
2680
Red
309
6,514
0.15
2680
Red
310
6,124
0.14
2680
Red
311
5,987
0.14
2680
Red
312
5,676
0.13
2680
Red
313
4,985
0.11
2680
Red
314
6,765
0.16
2680
Red
315
7,319
0.17
2680
Red
316
7,683
0.18
2680
Red
317
7,871
0.18
2680
Red
318
7,888
0.18
2680
Red
319
7,736
0.18
2680
Red
320
7,408
0.17
2680
Red
321
6,894
0.16
2680
Red
322
6,169
0.14
2680
Red
323
5,199
0.12
2680
Red
324
4,288
0.10
2680
Red
325
4,929
0.11
2680
Red
326
5,355
0.12
2680
Red
327
5,378
0.12
2680
Red
328
6,397
0.15
2680
Red
329
6,489
0.15
2680
Red
330
6,599
0.15
2680
Red
331
6,748
0.15
2680
Red
332
6,900
0.16
2680
Red
333
6,996
0.16
2680
Red
334
7,821
0.18
2680
Red
335
6,560
0.15
2680
Red
336
7,000
0.16
2680
Red
337
7,000
0.16
2680
Red
338
7,000
0.16
2680
Red
339
7,000
0.16
2680
Red
340
6,914
0.16
2680
Red
341
7,058
0.16
2680
Red
342
7,000
0.16
2680
Red
343
7,000
0.16
2680
Red
344
7,000
0.16
2680
Red
345
6,822
0.16
2680
Red
346
5,847
0.13
2680
Red
369
9,184
0.21
3080
Green
370
8,022
0.18
3080
Green
371
7,416
0.17
301
Green
Form SWU-104 Version 3.99 Area Inside ORW Line

Canonsgate at Bogue Sound
Attachment D
372
8,539
0.20
3080
Green
373
8,276
0.19
3080
Green
374
7,924
0.18
3080
Green
375
7,924
0.18
3080
Green
427
10,914
^.25
3030
Green
428
9,830
0.23
3080
Green
429
9,082
0.21
3080
Green
430
28,982
0.67
3080
Green
431
13,513
0.31
3080
Green
432
12,330
0.28
3080
Green
433
12,470
0.29
3080
Green
434
12,322
0.28
3080
Green
435
12,142
0.28
3080
Green
436
11,452
0.26
3080
Green
437
31,530
0.72
3080
Green
438
19,989
0.46
3080
Green
439
22,369
0.51
3080
Green
440
16,091
0.37
3080
Green
441
15,611
0.36
3080
Green
442
16,794
0.39
3080
Green
443
15,596
0.36
3080
Green
444
14,480
0.33
3080
Green
445
13,717
0.31
3080
Green
446
13,266
0.30
3080
Green
?^.?
12,989
0.30
3080
Green
448
12,887
0.30
3080
Green
449
13,112
0.30
3080
Green
450
13,903
0.32
3080
Green
451
14,950
0.34
3080
Green
452
15,772
0.36
3080
Green
453
16,588
0.38
3080
Green
454
17,447
.0.40
3080
Green
455
18,097
0.42
3080
Green
456
18,554
0.43
3080
Green
457
18,850
0.43
3080
Green
458
19,066
0.44
3080
Green
459
19,133
0.44
3080
Green
460
19,160
0.44
3080
Green
461
19,160
0.44
3080
Green
462
19,148
0.44
3080
Green
463
19,133
0.44
3080
Green
464
19,293
0.44
3080
Green
465
20,186
0.46
3080
Green
466
15,868
0.36
3080
Green
467
13,861
0.32
3080
Green
468
12,510
0.29
3080
Green
469
11,963
0.27
3080
Green
470
12,126
0.28
3080
1 Green
471
12,108
0.28
3080
Green
472
12,168
0.28
_
3080
Green
473
12,593
0.29
3080
Green
474
15,287
0.35
3080
Green
Form SWU-104 Version 3.99 Area Inside ORW Line

Canonsgate at Bogue Sound
Attachment D
475
14,265
0.33
3080
Green
476
11,042
0.25
3080
Green
477
10,803
0.25
3080
Green
478
11,111
0.26
3080
Green
^7
10,202
V.23
3080
Green
480
15,005
0.34
3080
Green
481
19,572
0.45
3080
Green
482
14,756
0.34
3080
Green
483
9,442
0.22
2680
Red
484
10,817
0.25
2680
Red
485
11,315
0.26
2680
Red
486
11,434
0.26
2680
Red
487
11,552
0.27
2680
Red
488
11,668
0.27
2680
Red
489
11,791
0.27
2680
Red
490
12,105
0.28
2680
Red
491
12,813
0.29
2680
Red
492
12,729
0.29
2680
Red
493
11,397
0.26
2680
Red
494
10,230
0.23
2680
Red
495
9,251
0.21
2680
Red
496
8,447
0.19
2680
Red
497
7,803
0.18
2680
Red
498
7,302
0.17
2680
Red
490
a alai
,�
n1n
2680
Red
500
6,652
0.15
2680
Red
501
6,373
0.15
2680
Red
502
6,159
0.14
2680
Red
503
6,581
0.15
2680
Red
504
7,581
0.17
2680
Red
505
8,964
0.21
2680
Red
506
7,706
0.18
2680
Red
507
7,482
0.17
2680
Red
508
8,015
0.18
2680
Red
509
9,761
0.22
2680
Red
510
9,200
0.21
2680
Red
511
6,846
0.16
2680
Red
512
6,363
0.15
2680
Red
513
15,078
0.35
2680
Red
514
15,660
0.36
2680
Red
515
19,788
0.45
3080
Green
516
19,454
0.45
3080
Green
517
18,389
0.42
3080
Green
518
17,709
0.41
3080
Green
519
17,308
0.40
3080
Green
520
16,949
0.39
3080
Green
521
16,635
0.38
3080
Green
522
18,731
0.43
3080
Green
523
19,2961
0.44
3080
Green
524
20,535
OAL-
1
3080
Green
525
24,3931
0.56 1
3080
Green
Form SWU-104 Version 3.99 Area Inside ORW Line

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 22, 2011
Mr. Randy Allen, President
R.A. North Development, Inc.
7009 Whiternarsh Ct.
Charlotte, NC 28201
Subject: Stormwater Management Permit No. SW8 050516
Cannonsgate at Bogus Sound
Low Density Subdivision with a Curb Outlet Swale System
Carteret County
Dear Mr. Allen:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Cannonsgate at Bogue Sound on July 13, 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. We are forwarding a modified Permit No. SW8
050516, dated September 22, 2011, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supercede any other agency permit that
may be required.
This modification is to increase the built -upon area allocated to lot 437 from 3,080 square feet to
6,665 square feet and thus reducing the future built -upon area available within the ORW portion of
this project from 12,757 square feet to 9,172 square feet.
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 150B 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 mall 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 §150B-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 [phone]. FAX
919-733-3378.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson at [phone].
Sincerely,
ForColein Sullins, Director
Division of Water Quality
GDS,rcan: S:1WQS%Stormwater\Permits & Projectsl20051050516 LDl2011 09 permit 050516
cc: Kathy Vinson, Coastal Planning Services, Inc
Town of Cape Carteret Inspections Wilmington Regional Office
Wilmington Regional Office
177 Cardinal Drive Extension, Wilmington, North Carorina 28405 One
Phone: 910-7W72151 FAX: 910.3W20041 Cuslorner Service:1$77-b2U748 N fC 1a+r�o/lina
Io�met: www.ncwaterqua&ly.org ��`1(s �sf1Y
An Fmra1 nnnn,1n10 Affi—Ac-a 1-Iron F—b—,

State Stormwater Management Systems
Permit No. SW8 050516
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERM
LOW DENSITY SUBDIVISION WITH A CURB OUTLET SWALE SYSTEM
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
R. A. North Development, Inc.
Cannonsgate at Hogue Sound
NC Highway 24, Cape Carteret, Careteret County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet swale system in compliance with the provisions of 15A NCAC 2H A 000 (hereafter
referred to as the "stom waterrulesl 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.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 525 is limited to a maximum amount of built -upon area as indicated
in Attachment D of this permit. CAMA regulations may reduce the allowable built -
upon area for those lots within the AEC.
2. The overall tract built upon area percentage for the project must be maintained at
25%. per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each des' Hated curb outlet swale or
100' vegetated area shown on the Z proved plan mus be maintained at a
minimum of 100' long, maintain 5:1:N side slopes or flatter, have a
longitudinal slope no steeper than , carrythe 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.
4. No p
runorberwath an impervious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:1).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 050516
7. For projects within % mile of SA waters, direct discharges are not allowed.
Discharge to a vegetated or natural area capable of providing effective infiltration
for the 1 year 24 hour storm shall not be considered a direct discharge.
11. SCHEDULE OF COMPLIANCE
1. No person shall alter the approved stormwater management system or fill in,
alter, or pipe any drainage feature (such as swales) shown on the approved
plans as part of the stormwater management system unless and until the
permitter submits a modification to the permit and receives approval from the
Division of Water Quality.
2. The maximum built -upon area assigned to each lot via this permit and the
recorded deed restrictions may not be increased or decreased by either the
individual lot owner or the, permittee unless and until the permittee notifies the
Division of Water Quality and obtains written approval from the Division. At a
minimum, this will require a minor permit modification.
3. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
4. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
5. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and re -vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
g. Maintenance of level spreaders.
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 channgge.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion n Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
g. The development of any future area or additional phases noted on the
approved plans. The modification mu€t demonstrate that the built -upon
area does not exceed the maximum amount permitted under this permit
and that it mew the intent of low density development per the stormwater
rules and available guidance.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 050516
7. The permittee is responsible for verifying that the proposed built -upon area 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 Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner.
8. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any d®viation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
9. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
10. Each lot in the subdivision covered by this permit will maintain a minimum 30 feet
wide vegetative buffer between all impervious areas and surface waters.
11. All roof drains must terminate at least 30 feet from the Mean High Water mark.
12. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
13. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050516, 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.
f. The maximum built -upon area per lot is is as defined in Attachment D.
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
drivewaycrossings, is rohibited b any peons.
h. For thoe lots within the CAMA Area of Environmental Concern, where
DCM calculates a different maximum lot built -upon area, the governing
maximum lot BUA shall be the more restrictive of the two amounts.
i. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persona.
j. A 30' vegetated buffer must be rnaintairwd between all buiitupon 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.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 050516
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:'f (H:1� side slopes or flatter, have a longitudinal slope no steeper than
5%, cant' 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.
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
15. 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
specked 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.
16. Prior to transfer of ownership, the swales must be inspected and determined
to be in compliance with the permit. Any deficiencies will be repaired or
replaced prior to the transfer.
17. The final plats for the project will be recorded showing all required easements
and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Perm' ee to an enforcement ac+i_r by the Division of Water Q".:at,
in accordance with North Carolina General Statues 143-215.6A to 143-215.fi9.,
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. 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 Title 1 SA of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re -issuance of the permit to change the name and incorporate such other
requirements as may be necessary. A completed Name/OwnershipChange
form, signed by both parties, must be submitted to the Division of Water Quality
accompanied by the supporting documentation as listed on page 2 of the form.
The approval of this request will be considered on its merits, and may or may not
be approved.
B. The permittee is responsible for compliance with all the terms and conditions of
this permit until the Division approves the permit transfer. Neither the sale of the
project nor the transfer of common area to a third party constitutes an approved
transfer of the stormwater permit.
The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal), which have jurisdiction.
Page 5of6

State Stormwater Management Systems
Permit No. SW8 050516
8. The permittee grants permission to DENR Staff to enter the property during
nominal business hours for the purposes of inspecting the stormwater control
system and its components.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. Unless specked elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Permit modified and re -issued this the 22"d day of September, 2011.
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen A. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 6

Canonsgate at Bogue Sound
11. BUILT UPON AREA - SUPPLEMENT FORM & SUPPORTING DOCUMENTATION
Total Develocment Area
LOT
NUMBER
LOT
AREA
SQ. F
LOT
AREA
ACRES
VESTED
IMPERVIOUS
AREA SQ.
AREA
1
10,395
0.24
3,200--
2
10,505
0.24
3,200
Blue
3
10,302
0.24
3,200
Blue
4
9.000
0.21
3,200
Blue.
5
9,148
0.21
3,200
Blue
6
10,903
0.25
3,200
Blue
7
11,935
027
3,200
Blue
8
12,662
029
3,200
Blue
9
12,710
0.29
3,200
Blue
10
12,724
0.29
3,200
Blue
11
12,701
0.29
3,200
Blue
12
12,867
0.30
3,200
Blue
13
13,143
0.30
3,200
Blue
14
13,322
0.31
3.200
Blue
15
13,155
0.30
3,200
Blue
16
13,501
0.31
3,200
Blue
17
11,703
0.27
3,200
Blue
18
19 -
9,955
9.922
0.23
3.200
-- 3,200
Rive
'Blue
023
20
10,825
0.25
3,200
Blue
21
14,753
0.34
3,200
Blue
22
11,240
0.26
3.200
Blue
23
10,456
0.24
3,200
Blue
24
10,456
0.24
3,200
Blue
25
10.456
0.24
3,200
Blue
26
10,456
0.24
3.200
Blue
27
10,031
0.23
3,200
Blue
28
8,957
0.21
3,200
Blue
29
8,863
0.20
3,200
Blue
30
12,879
0.30
3,200
Blue
31
9,741
022
3,200
Blue
32
8,975
0.21
3,200
Blue
33
8,985
0.21
3,200
Blue
34
8,995
0.21
3,200
Blue
35
10,214
0.23
3,200
Blue
36
11,995
0.28
3.200
Blue
37
12,234
0.28
3,200
Blue
38
12,254
0.28
3,200
Blue
39
11,051
0.25
3.200
Blue
40
14,519
0.33
3,200
Blue
41
18.004
0.41
3.200
Blue
42
13,887
0.32
3.200
Blue
43
13,235
0.30
3,200
Blue
44
13,262
0.30
3,200
Blue
45
10,260
0.24
3,200
Blue
Form SWU-104 `version 3.99 Total Development Area
Attachment D

Canonsgate at Bogue Sound
46
9,488
0.22
3,200
Blue
47
9,488
0.22
3,200
Blue
48
9,365
0.21
3,200
Blue
49
9,000
0.21
3,200
Blue
50
9,000
0.21
3,200
Blue
51
9,000
0.21
3,200
Blue
52
12,667
0.29
3,200
Blue
53
10,048
0.23
3.200
Blue
54
9,626
0.22
3,200
Blue
55
10.000
0.23
3,200
Blue
56
9,763
0.22
3,200
Blue
57
9,626
0.22
3,200
Blue
58
10,046
0.23
3,200
Blue
59
10,691
0.25
3,200
Blue
60
13,002
0.30
3,200
Blue
61
12,139
0.28
3,200
Blue
62
9,626
0.22
3,200
Blue
63
9,890
0.23
3,200
Blue
64
9,884
0.23
3,200
Blue
65
9,606
0.22
3,200
Blue
66
10,046
0.23
3,200
Blue
67
10,663
0.24
3,200
Blue
68
9.143
0.21
3,200
Blue
69
9,677
0.22
3,200
Blue
70
- - 9,677
0.22
3,200
Blue
71
9,677
0.22
3,200
Blue
72
9,677
0.22
3,200
Blue
73
9,677
0.22
3,200
Blue
74
9,677
0.22
3,200
Blue
75
9,677
0.22
3,200
Blue
76
. 9,677
0.22
3,200
Blue
77
9,677
0.22
3,200
Blue
78
9,677
0.22
3,200
Blue
79
9,677
0.22
3,200
Blue
80
9,677
0.22
3,200
Blue
81
9,677
0.22
3,200
Blue
82
9,677
0.22
3,200
Blue
83
9,677
0.22
3,200
Blue
84
9,677
0.22
3,200
Blue
85
9,677
0.22
3,200
Blue
86
9,677
0.22
3,200
Blue
87
9.677
0.22
3,200
Blue
88
9.677
0.22
3.200
Blue
89
10.006
0.23
3,200
Blue
90
10,006
0.23
3,200
Blue
91
10,006
0.23
3,200
Blue
92
10,006
0.23
3,200
Blue
93
10,006
0.23
3,200
Blue
94
10,006
0.23
3,200
Blue
95
10,276
0.24
3,200
Blue
96 1
10,0061
0.23
3,200 1
Blue
97 1
10,0061
0.23
3,200 1
Blue
Form S`fi U-104 Version 3.99 Total Development Area
Attachment D

Canonsgate at Bogus Sound
98
10,006
0.23
3,200
Blue
99
10,006
0.23
3,200
Blue
100
10,006
0.23
3,200
Blue
101
9,720
0.22
3,200
Blue
102
11,147
0.26
3,200
Blue
103
14,766
0.34
3,200
Blue
104
9,180
021
3,200
Blue
105
9,180
0.21
3,200
Blue
106
9,180
0.21
3,200
Blue
107
9,611
0.22
3,200
Blue
108
9,6331
0.22
3,200
Blue
109
14,527
0.33
3,200
Blue
110
14,307
0.33
3,200
Blue
111
14,251
0.33
3,200
Blue
112
14,387
0.33
3,200
Blue
113
9,136
0.21
3,200
Blue
114
9,351
0.21
3,200
Blue
115
9,351
0.21
3,200
Blue
116
9,351
0.21
3,200
Blue
117
9,351
0.21
3,200
Blue
118
9,351
0.21
3,200
Blue
119
13,555
0.31
3,200
Blue
120
11,551
0.27
3,200
Blue
121
10,006
0.23
3,200
Blue
122
10,006
0.23
3,200
Blue
123
10,098
0.23
3,200
Blue
124
10,476
0.24
3,200
Blue
125
11,418
0.26
3,200
Blue
126
14,400
0.33
3,200
Blue
127
14,400
0.33
3,200
Blue
128
14,400
0.33
3,200
Blue
129
11,639
0.27
3,200
Blue
130
13,132
0.30
3,200
Blue
131
9,000
0.21
3,200
Blue
132
9,017
0.21
3,200
Blue
133
8,417
0.19
3,200
Blue
134
9,000
0.21
3,200
Blue
135
10,200
0.23
3,200
Blue
136
9,000
0.21
3,200
Blue
137
9,000
0.21
3,200
Blue
138
9,000
0.21
3,200
Blue
139
9,000
0.21
3,200
Blue
140
9,000
0.21
3,200
Blue
141
9,000
0.21
3,200
Blue
142
10.013
0.23
3,200
Blue
143
10,707
0.25
3,200
Blue
144
10,707
0.25
3,200
Blue
145.
9,297
0.21
3,200
Blue
146
8,109
0.19
3,200
Blue
147
8,109
0.19
3,200
Blue
148
8,109
0.19
3,200
Blue
149 1
10,0971
0.23
3.200
Blue
Form SWU-104 'Version 3.99 Total Development Area
Attachment D

Canonsgate at Bogue Sound
150
8,783
0.20
3,200
Blue
151
8,109
0.19
3,200
Blue
152
8,109
0.19
3,200
Blue;
153
8,109
0.19
3,200
Blue
154
8,039
0.18
3,200
Blue
155
9,102
0.21
3,200
Blue
156
7,802
0.18
3,200
Blue
157
8,009
0.18
3,200
Blue
158
8,009
0.18
3,200
Blue
159
8,009
0.18
3,200
Blue
160
8,009
0.18
3,200
Blue
161
7,663
0.18
3,200
Blue
162
7,500
0.17
3,200
Blue
163
7,505
0.17
3,200
Blue
164
7,632
0.18
3,200
Blue
165
7,997
0.18
3,200
Blue
106
8,519
0.20
3,200
Blue
167
7,611
0.17
3,200
Blue
168
7 506
0.17
3,200
Blue
169
7,500
0.17
3,200
Blue
170
7,500
0.17
3,200
Blue
171
7,500
0.17
3,200
Blue
172
7.500
0.17
3,200
Blue
173
7,698
0.18
3,200
Blue
174
9,219
0.21
3,200
Blue
175
9,219
0.21
3,200
Blue
176
8,694
0.20
3,200
Blue
177
7,242
0.17
3,200
Blue
178
61966
0.16
3,200
Blue
179
7,494
0.17
3,200
Blue
180
7,640
0.18
3,200
Blue
181
7,603
0.17
3,200
Blue
182
7,561
0.17
3,200
Blue
183
7,530
0.17
3,200
Blue
184
7,510
0.17
3,200
Blue
185
7,501
0.17
3,200
Blue
186
7,502
0.17
3,200
Blue
187
7,514
0.17
3,200
Blue
188
7,037
0.16
3,200
Blue
189
7,284
0.17
3,200
Blue
190
7,514
0.17
3,200
Blue
191
7,501
0.17
3,200
Blue
192
7,514
0.17
3,200
Blue
193
7,551
0.17
3,200
Blue
194
7,613
0.17
3,200
Blue
195
7,701
0.18
3,200
Blue
196
7,817
0.18
3,200
Blue
197
7,679
0.18
3,200
Blue
198
6,736
0.15
3,200
Blue
199
11,744
0.27
3.200
Blue
200
11,291
0.26
3,200
Blue
201 1
10,871
0.25
3,200
Blue
Form SW U-104 Version 3.99 Total Development Area
Attachment 0

Canonsgate at Bogue Sound
202
10,800
0.25
3,200
Blue
203
10,800
0.25
3,200
Blue
204
9,600
0.22
3,200
Blue
205
9,017
0.21
3,200
Blue
206
8,600
0.20
3,200
Blue
207
9,000
0.21
3,200
Blue
208
9,000
0.21
3,200
Blue
209
9,000
0.21
3,200
Blue
210
9,000
0.21
3,200
Blue
211
9,000
0.21
3,200
Blue
212
9,019
0.21
3,200
Blue
213
8,905
0.20
3,200
Blue
214
7,732
0.18
3,200
Blue
215
7,800
0.18
3,200
Blue
216
7,800
0.18
3,200
Blue
217
7,801
0.18
3,200
Blue
218
7,971
0.18
3,200
Blue
219
8,639
0.20
3,200
Blue
220
7,966
0.18
3,200
Blue
221
6,860
0.16
3,200
Blue
222
7,546
0.17
3,200
Blue
223
7,653
0.18
3.200
Blue
224
9,368
0.22
3,200
Blue
225
9,512
0.22
3,200
Blue
_ 226
8,634
0.20
3,200
Blue
227
8,634
0.20
3,200
Blue
228
8,634
0.20
3,200
Blue
229
8,634
0.20
3,200
Blue
230
8,634
0.20
3,200
Blue
231
8,634
0.20
3,200
Blue
232
10,983
0.25
3,200
Blue
233
8,909
0.20
3,200
Blue
234
7,977
0.18
3,200
Blue
235
7,977
0.18
3,200
Blue
236
7,977
0.18
3,200
Blue
237
8,839
0.20
3,200
Blue
238
8,783
0.20
3,200
Blue
239
7,977
0.18
3,200
Blue
240
7,977
0.18
3,200
Blue
241
8,839
0.20
3,200
Blue
242
10,497
0.24
3,200
Blue
243
8,974
0.21
3,200
Blue
244
9,926
0.23
3,200
Blue
245
11,488
0.26
3,200
Blue
246
10,081
0.23
3,200
Blue
247
8,591
0.20
3,200
Blue
248
8,591
0.20
3,200
Blue
249
9,414
0.22
3,200
Blue
250
7,793
0.18
3,200
Blue
261
7,793
0.18
3,200
Blue
252
7,793
0,18
3,200
Blue
253
7,793
0.18
3,200
Blue
Form SWUA04 Version 3.99 Total Development Area
Attachment D

Canonsgate at Bogus Sound
254
7,793
0.18
3,200
Blue
255
7,793
0.18
3,200
Blue
256
7,793
0.18
3,200
Blue
257
7,854
0.18
3,200
Blue
258
8,148
0.19
3,200
Blue
259
8,579
0.20
3,200
Blue
260
8,883
0.20
3,200
Blue
261
7,640
0.18
3,200
Blue
262
7,081
0.16
3,200
Blue
263
6,793
0.16
3,200
Blue
264
6,360
0.15
3,200
Blue
265
5,839
0.13
3,200
Blue
266
5,406
0.12
3,200
Blue
267
5,093
0.12
3,200
Blue
268
5.413
0.12
3,200
Blue
269
5,404
0.12
3,200
Blue
270
5,078
0.12
3,200
Blue
271
5,384
0.12
3,200
Blue
272
5,810
0.13
3,200
Blue
273
6,351
0.15
3,200
Blue
274
6,872
0.16
3,200
Blue
275
7,356
0.17
3,200
Blue
276
9,456
0.22
3,200
Blue
277
9,386
0.22
3,200
278
9,419
0.22
3,200
Blue
279
9,452
0.22
3,200
Blue
280
9,485
0.22
3,200
Blue
281
8,594
0.20
3,200
Blue
282
11,028
0.25
3,200
Blue
283
9,339
0.21
3200
Blue
284
8,595
0.20
3200
Blue
285
8,245
0.19
3200
Blue
286
7,283
0.17
3200
Blue
287
6,320
0.15
3200
Blue
288
5,414
0.12
3200
Blue
289
6,447
0.15
3200
Blue
290
6,882
0.16
3200
Blue
291
7,500
0.17
3200
Blue
292
7,500
0.17
3200
Blue
293
7,429
0.17
3200
Blue
294
6,155
0.14
3200
Blue
295
6,199
0.14
3200
Blue
296
6,200
0.14
3200
Blue
297
6,200
0.14
3200
Blue
298
6,200
0.14
3200
Blue
299
6,200
0.14
3200
Blue
300
6,200
0.14
3200
Blue
301
6,200
0.14
3200
Blue
302
6,149
0.14
3200
Blue
303
11,363
0.26
3200
Blue
304
9,127
0.21
3200
Blue
305
7,770
0.18
2680
Red
Form SWU-104 Version 3.99 Total Development Area
Attachment D

Canonsgate at Bogue Sound
306
7,856
0.18
2680
Rec,
307
8,059
0.19
2680
Red
308
7,565
0.17
2680
Red
309
6,614
0.15
2680
Red
310
6,124
0.14
2680
Red
311
5,987
0.14
2680
Red
312
5,676
0.13
2680
Red
313
4,985
0.11
2680
Red.
314
6,765
0.16
2680
Red
315
7,319
0.17
2680
Red
316
7,683
0.18
2680
Red
317
7,871
0.18
2680
Red
318
7,888
0.18
2680
Red
319
7,738
0.18
2680
Red
320
7,408
0.17
2680
Red
321
6,894
0.16
2680
Red
322
6,169
0.14
2680
Red
323
5,199
0.12
2680
Red
324
4,288
0.10
2680
Red
325
4,929
0.11
2680
Red
326
5,355
0.12
2680
Red
327
5,378
0.12
2680
Red
328
6,397
0.15
2680
Red
329
6,489
0.15
2680
Red
330
6,599
0.15
2680
Red
331
6,748
0.15
2680
Red
332
6,900
0.16
2680
Red
333
6,996
0.16
2680
Red
334
7,821
0.18
2680
Red
335
6,560
0.15
2680
Red
336
.7,000
0.16
2680
Red
337
7,000
0.16
2680
Red
338
7,000
0.16
2680
Red
339
7,000
0.16
2680
Red
340
6,914
0.16
2680
Red
341
7,058
0.16
2680
Red
342
7,000
0.16 1
2680
Red
343
7,000
0.16
2680
Red
344
7,000
0.16
2680
Red
345
6,822
0.16
2680
Red
346
5,847
0.13
2680
Red
347
7,908
0.18
3200
Blue
348
7,908
0.18
3200
Blue
349
7,908
0.18
3200
Blue
350
7,908
0.18
3200
Blue
351
7,908
0.18
3200
Blue
352
7,908
0.18
3200
Blue
353
7,908
0.18
3200
Blue
354
7,908
0.18
3200
Blue
355
7,908
0.18
3200
Blue
356
7,969
0.18
3200 1
Blue
357
7,628
0.18
3200 i
Blue
Form SWU-104 Version 3.99 Total Development Area
Attachment D

Canonsgate at Bogus Sound
358
7,607
0.17
3200
Blue
359
7,607
0.17
3200
Blue
360
7,607
0.17
3200
Blue
361
7.607
0.17
3200
Blue
362
7,607
0.17
3200
Blue
363
7,607
0.17
3200
Blue
364
7,607
0.17
3200
Blue
365
7,607
0.17
3200
Blue
366
7,280
0.17
3200
Blue
367
8,037
0.18
3200
Blue
368
9,184
0.21
3200
Blue
369
9,184
0.21
3080
Green
370
8,022
0.18
3080
Green
371
7,416
0.17
3080
Green
372
8,539
0.20
3080
Green
373
8,276
0.19
3080
Green
374
7,924
0.18
3080
Green
375
7,924
0.18
3080
Green
376
7,924
0.18
3200
Blue
377
7,924
0.18
3200
Blue
378
7,924
0.18
3200
Blue
379
8,011
0.18
3200
Blue
380
8,011
0.18
3200
Blue
381
7,924
0.18
3200
Blue
382
7,924
0.18
3200
Blue
383
7,924
0.18
3200
Blue
384
7,924
0.18
3200
Blue
385
7,924
0.18
3200
Blue
386
7,305
0.17
3200
Blue
387
7,865
0.18
3200
Blue
388
7.908
0.18
3200
Blue
389
7,908
0.18
3200
Blue
390
7,908
0.18
3200
Blue
391
7.908
0.18
3200
Blue
392
7,985
0.18
3200
Blue
393
19,431
0.45
3200
Blue
394
15,043
0.35
3200
Blue
395
13,918
0.32
3200
Blue
396
14,447
0.33
3200
Blue
397
15,835
0.36
3200
Blue
398
17,361
0.40
3200
Blue
399
17,410
0.40
3200
Blue
400
10,365
0.24
3200
Blue
401
9,164
0.21
3200
Blue
402
9,184
0.21
3200
Blue
403
10,803
0.25
3200
Blue
404
14,168
0.33
3200
Blue
405
15,385
0.35
3200
Blue
406
12,985
0.30
3200
Blue
407
10,531
0.24
3200
Blue
408
9,357
0.21
3200
Blue
409
8,909
0.20
3200
Blue
Form SW U-104 Version 3.99 Total Development Area
Attachment D

Canonsgate at Bogus Sound
410
8,726
0.20
3200
Blue
411
9,016
0.21
3200
Blue
412
10,272
0.24
3200
Blue
413
11,273
0.26
3200
Blue
414
11,558
0.27
3200
Blue
415
11,480
0.26
3200
Blue
416
11,038
0.25
3200
Blue
417
14,880
0.34
3200
Blue
418
8,304
0.19
3200
Blue
419
7,935
0.18
3200
Blue
420
7,968
0.18
3200
Blue
421
8,537
0.20
3200
Blue
422
9,661
0.22
3200
Blue
423
10,342
0.24
3200
Blue
424
10,059
0.23
3200
Blue
425
10,562
0.24
3200
Blue
426
11,420
0.26
3200
Blue
427
10,914
0.25
3080
Green
428
9,830
0.23
3080
Green
429
9,082
0.21
3080
Green
430
28,982
0.67
3080
Green
431
13,513
0.31
3080
Green
432
12,330
0.28
3080
Green
433
12,470
0.29
3080
Green
434
12,322
0.28
3080
Mnnn
435
12.142
0.28
3080
Green
436
11,452
026
3080
Green
437
31,530
0.72
-898(L
Green
438
19,989
0.46
3080
Green
439
22,369
0.51
3080
Green
440
16,091
0.37
3080
Green
441
15,611
0.36
3080
Green
442
16,794
0.39
3080
Green
443
15,596
0.36
3080
Green
444
14,480
0.33
3080
Green
445
13,717
0.31
3080
Green
446
13,266
0.30
3080
Green
447
12,989
0.30
3080
Green
448
12,887
0.30
3080
Green
449
13,112
0.30
3080
Green
450
13,903
0.32
3080
Green
451
14,950
0.34
3080
Green
452
15,772
0.36
3080
Green
453
16,588
0.38
3080
Green
454
17.447
0.40
3080
Green
455
18,097
0.42
3080
Green
456
18,554
0.43
3080
Green
457
18,850
0.43
3080
Green
458
19,066
0.44
3080
Green
459 I
19,133
0.44
_
- -- 3080
Cm4r-- ,
460
19,1601
0.44
3080
Green
461
19,1601
0.44
F 3080
Green
Form SWU-104 Version 3.99 Total Development Area
Attachment D
(Iti t�t4a A) CON 9 /9aA011

Canonsgate at Bogue Sound
462
19,148
0.44
3080
Green
463
19,133
0.44
3080
Green
464
19,293
0.44
3080
Green
465
20,186
0.46
30M
Green
466
15,868
0.36
3080
Green
467
13,861
0.32
3080
Green
468
12,510
0.29
3080
Green
469
11,963
0.27
3080
Green
470
12,126
0.28
3080
Green
471
12,108
0.28
3080
Green
472
12,168
0.28
3080
Green
473
12,593
0.29
3080
Green
474
15,287
0.35
3080
Green
475
14,265
0.33
3080
Green
476
11,042
0.25
3080
Green
477
10,803
0.25
3080
Green
478
11,111
0.26
3080
Green
479
10,202
0.23
3080
Green
480
15,005
0.34
3080
Green
481
19,572
0.45
3080
Green
482
14,756
0.34
3080
Green
483
9,442
0.22
26M
Red
484
10,817
0.25
2680
Red
485
11,315
0.26
2680
Red
496
11,434
0.26
2680
Red
487
11,552
0.27
2680
Red
488
11,068
0.27
2680
Red
489
11,791
0.27
26M
Red
490
12,1051
0.28
2680
Red
491
12,813
0.29
2680
Red
492
12,729
0.29
2680
Red
493
11,397
0.26
26M
Red
494
10,230
0.23
2680
Red
495
9,261
0.21
2680
Red
496
8.U7-
0.19
2680
Red
497
7,803
0.18
2680
Red
498
7,302
0.17
2680
Red
499
6,931
0.16
2680
Red
500
6.652
0.16
2680
Red
501
6,373
0.15
2680
Red
502
6,159
0.14
2680
Red
503
6,581
0.15
2680
Red
504
7,581
0.17
2680
Red
505
8,964
0.21
2680
Red
506
7,706
0.18
2680
Red
507
7,482
0.17
2680
Red
508
8,015
0.18
2680
Red
509
9,761
0.22
2680
Red
510
9,200
0.21
2680
Red
511 1
6,8461
0.16
1 2680
Red
612
6,3631
0.15
1 2680
Red
513
15,0781
0.35
1 2680
Red
Attachment D
Form SWU-104 Version 3.99 Total Development Area 10

Canonsgate at Bogue Sound
514
15,660
0.36
2680
Red
515
19,788
0.45
3080
Green
516
19,454
0.45
3080
Green
517
18,389
0.42
3080
Green
518
17,709
0.41
3080
Green
519
17,308
0.40
3080
Green
520
16,949
0.39
3080
Green
521
16,635
0.38
3080
Green
522
18,731
0.43
3080
Green
523
19,296
0.44
3080
Green
524
20,535
0.47
3080
Green
525
24,3931
0.56
1 3080
Green
Total Number of Lots with vested area of 3200 sq.ft 377
Total Number of Lots with vested area of 3080 sq.ft 74
Total Number of Lots with vested area of 2680 sq.ft 74
Total Number of Lots 525
Total Lot Area (SQ. FT) 5,243,782
Total Vested Impervious Area (SQ. FT.) 1,632,840
Total Vested Impervious Area Percentage
Attachment D
Form SWU-104 Version 3.99 Total Development Area 11

Canonsgate at Bogus Sound
II. BUILT UPON AREA - SUPPLEMENT FORM & SUPPORTING DOCUMENTATION
Area Inside ORW Line
LOT
NUMBER
LOT
AREA
SQ.
LOT
AREA
ACRES
1,'ESTED
IMPERVIOUS
AREA SQ.
AREA
305
7,770
0.18
2680
Red
306
7,866
0.18
2680
Red
307
81059
0.19
2680
Red
308
7,565
0.17
26W
Red
309
6,514
0.15
2680
Red
310
6,124
0.14
2680
Red
311
5,987
0.14
26W
Red
312
5,676
0.13
2680
Red
313
4,985
0.11
2680
Red
314
6,765
0.16
2680
Red
315
7,319
0.17
2680
Red
316
7,683
0.18
2680
Red
317
7,871
0.18
2680
Red
318
7,888
0.18
2680
Red
319
7,736
0.18
2680
Red
320
7,408
0.17
2680
Red
321
6,894
0.16
2680
Red
322
6,169
0.14
2680
Red
323
5,199
0.12
2680
Red
324
4,288
0.10
2680
Red
325
4,929
0.11
2680
Red
326
5,355
0.12
2680
Red
327
5,378
0.12
2680
Red
328
6,397
0.15
26W
Red
329
6,489
0.15
2680
Red
330
6,599
0.15
2680
Red
331
6,748
0.15
2680
Red
332
6,900
0.16
2680
Red
333
6,996
0.16
2680
Red
334
7,821
0.18
2680
Red
335
6,560
0.15
2680
Red
336
7,000
0.16
2680
Red
337
7,000
0.16
2680
Red
338
7,000
0.10
2680
Red
339
7,000
0.16
2680
Red
340
6,914
0.16
2680
Red
341
7,058
0.16
2680
Red
342
7,000
0.16
2680
Red
343
7,000
0.16
2680
Red
344
7,000
0.16
2680
Red
345
6,822
0.16
2680
Red
346
5,847
0.13
2680
Red
369
9.184
0.21
3080
Greein
370
8,0221
0.18
3080
irecil
371
7,416
0.17
1 3080
Green
Form SW U-104 Version 3.99 Area Inside ORW Line
Attachment D

Canonagate at Bogue Sound
372
8.539
0.20
3080
Green
373
8,276
0.19
3080
Green
374
7,924
0.18
3080
Green
375
7,924
0.18
3080
Green
427
10,914
0.25
3080
Green
428
9.830
0.23
3080
Orcor,
429
9,082
0.21
3080
Green
430
28,982
0.67
3080
Green
431
13,513
0.31
3080
Green
432
12,330
0.28
3080
Green
433
12,470
0.29
3080
Green
434
12,322
0.28
3080
Green
435
12,142
0.28
3080
Green
436
11,452
0.26
3080
Green
437
31,530
0.72
3080
Green
438
19,989
0.46
3080
Green
439
22,369
0,51
3080
Green
440
16,091
0.37
3080
Green
441
15,611
0.36
3080
Green
442
16,794
0.39
3080
Green
443
15,596
0.36
3080
Green
444
14,480
0.33
3080
Green
445
13,717
0.31
3080
Orcen
446
13,266
0.30
3080
Green
447
12,989
0,30
3080
Green
448
12,887
0.30
3080
Green
449
13,112
0.30
3080
Green
450
13,903
0.32
3080
Green
451
14,950
0.34
3080
Green
452
15,772
0.36
3080
Green
453
16,588
0.38
3080
Green
454
17,447
0.40
3080
Green
455
18.097
0.42
3080
Green
456
18,554
0.43
3080
Green
457
18,850
0.43
3080
G. °art
458
19,066
0."
3080
Oween
459
19,133
0.44
3080
Green
460
19,160
0.44
3080
Green
461
19,160
0.44
3080
Green
462
19,148
0."
3080
Green
463
19,133
0."
3080
Green
464
19,293
0."
3080
Green
465
20,186
0.46
3080
Green
466
15,868
0.36
3080
Green
467
13,861
0.32
3080
Green
468
12,510
0.29
3080
Green
469
11,963
0.27
3080
Green
470
12,126
0.28
3080
Green
471
12,108
0.28
3080
Green
472
12,168
0.28
3080
Green
473
12,593
0.29
3080
Green
474
15,287
0.35
3080
Green
Form SWU-104 Version 3.99 Area Inside ORW Line
Attachment D

Canonsgate at Bogus Sound
475
14,265
0.33
3080
Green
476
11,042
0.25
3080
Green
477
10,803
0.25
3080
Green
478
11,111
0.26
3080
Green
479
10,202
0.23
3080
Green
480
15,005
0.34
3080
Green
481
19,672
0.45
3080
Green
482
14,756
0.34
3080
Green
483
9,442
0.22
2680
Red
484
10,817
0.25
2680
Red
485
11,315
0.26
2680
Red
486
11,434
0.26
2680
Red
487
11,552
0.27
2680
Red
488
11,668
0.27
2680
Red
489
11,791
0.27
2680
Red
490
12,105
0.28
2680
Red
491
12,813
0.29
2680
Red
492
12,729
0.29
2680
Red
493
11,397
0.26
2680
Red
494
10,230
0.23
2680
Red
495
9,251
0.21
2680
Red
496
8,447
0.19
2680
Red
497
7,803
0.18
2680
Red
498
7,302
0.17
2680
Red
499
6,931.
0.1E
2R �
Red
500
6,652
0.15
2680
Red
501
6,373
0.15
2680
Red
502
6,159
0.14
2680
Red
503
6.581
0.15
2680
Red
504
7.581
0.17
2680
Red
505
8,964
0.21
2680
Red
506
7,706
0.18
2680
Red
507
7,482
0.17
2680
Red
508
8,015
0.18
2680
Red
509
9,761
0.22
2680
Red
510
9,200
0.21
2880
Red
511
6,846
0.16
2680
Red
512
6,363
0.15
2680
Red
513
15,078
0.35
2680
Red
514
15.660
0.36
2680
Red
515
19,788
0.45
3080
Green
516
19,454
0.45
3080
Green
517
18,389
0.42
3080
Green
518
17,709
0.41
3080
Green
519
17.308
0.40
3080
Green
520
16,949
0.39
3080
Green
521
16,635
0.38 1
3080
Green
522
18,731
0.43
3080
Green
523
19,296
0.44
3080
Green
524
20,535
0.47
3080
C-4 n
525 1,
24,393
0.56
3080
Form SWU-104 Version 3.99 Area Inside ORW Line
Attachment D

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: Coastal SW -1995 0 Coastal SW - 2008 © Ph IT - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORtN Waters 0 Universal Stormwater Management Man
0 Other WQ Mgmt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOILM
This form tuay be photocopied for use as art 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.):
Cannomwate at Boeue Sound
2. Location of Project (street address):
NC Higi MMy 24
City: Cape Carteret County: Carteret Zip: 28584
3. Directions to project (from nearest major intersection)-
5 miles east of the intersection of Highway 24 and Highway 58
4. Latitude: 34° 47 50" N Longitude: 76' 59' W W of the main entrance to the project.
H. PERMIT INFORMATION-
1. a.Specify whether project is (check one). ❑New MMoti f cation
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 050516 ,its issue date (if known) Tune 2, 2005 , and the status of
construction []NotStarted ERPartially Completed; ❑ Completed; 'provide a designer's cerh1kfition
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Odter
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 I-8774Z-6748):
NCAMA Major
NSedimentation/Erosion Control:
❑NPDES Industrial Stormwater N404/401 Permit: Proposed Impacts
ac of Disturbed Area
h 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 CAMA Major 120-88, issued Iune 29,1988; SedimentationlErosion
Control Carteret 2005-327, issued July 10, 2005; 401 Water Quality Certification 20050963 issuers July 15,
2005; NPDES Construction Permit NCR001490.
JUL 13 2011
Form SWU-101 Version 07]un2010 Page 1 of 6

HL CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etcwho owns the project):
Applicant/Organization RA North Develooment lnc
Signing Official & Tifle: Randy Allen. President
b.Contact information for person fisted in item 1a above:
Street Address: 7009 Whitemarsh Court
City: Charlotte State.• NC Zip: 2n _
Mailing Address (if applicable): Same as above
City: State• Zip:
Phone: 01 ) 3214MM Fax: ( )
Email-
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 Coritact hA nation, 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 abcvc:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State.• Zip:
Phone: L ) Fax ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the projeLfs construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official do 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: Carteret County
Point of Contact ljg iennint■s Phone f1: i 252 ) 728-N97
R C:�,+�
Form SWU-101 Version 07Jun2010 Page 2 of 7 JUL 0"

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Low density residential subdivision with a curb outlet system.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 252.28 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, fie area
between the banks of streams and rivers, the area below flue Normal Hi It Water (N line or Merin High Water
(MHM line, and coastal wetlands landward from the NHW (or line. The resultant pmject area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line nury
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 25 %
9. How many drainage areas does the project have? 2 (1- within ORW Coastal Shoreline AEC. 2- entire propertX
areal (For high density, cotint 1 for each proposed engineered stormwater AMP. For Inrn density Qnd other projects, mv..
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.
JJJJ 13 7.011
BY: RFWEIVED
Fonn SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area i
Drainage Area 2
Drainage Area _
DrainageArea _
Receiving Stream Name
Bogue Sound
Sikes Creek &
Bogue
Sound
Stream Class *
SA/ORW
Sikes Creek
i
SA/HQW:
i
Bogue
Sound
SA/ORW
Stream Index Number
20-36-(0.5)
20-36-6-1-1 Sikes
Creek
Total Drain Area (sf)
2,370,036
10,989,360
On -site Drainage Area (sf)
d3 7D b'yb
10 .9? 36
Off-site Drain Area (sf)
Proposed Impervious Area°"
5§509
2,747,340
% Impervious Area`* total
25
25
Impervious"* Surface Area
Drainage Area
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (sf)
429,825
1,636,225
On -site Streets (sf)
149,185
795AM
On -site Parkin (sf)
On -site Sidewalks (sf)
4,327
77,244
Other on -site
221,808
Future (sf)
9,172
17,028
Off -site (sf)
ExistingBUA*** (sf)
Totai (st):
M% 09
2,747,340
* Stream Class and Index Number can be deknnined at: h ypy4winimcdenr orghoehftft/csit/classi cations
" Imp�rni s area is defined as the built upon amari indading, but not limited to, buildings, roans, parking areas,
sid wdkks, gmoel areas, etc.
'Report only than amount of existing BUA that will remain after development. Do not report any exisHng BLIA that
is to be remaaed aid which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation N/A
Projects in Union County z Contact Dli Q Central OJI'ce staffto check ijihe project is located within a ?Threatened &
Endangered Species u atershed that may be subim to more stringent stonmcater requirements as per Yr-4c oa . o600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maurtenana: (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http.//Rortal.ncdenr.org/web/waa/ws/su/bmp-manual.
V1. 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 dots. 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 at http: / /lartal.ncdenr.-orgl",L-l-,/wqZ ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http:/ /portal.ncdenr.= web/=/ws/su/statesw/forms dots
1. Original and one rnpy of the Stormwater Management Permit Application Form
Form SWU-101 Version 07)un2010 Page 4 of 7

2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenantsi�
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M �Le�
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h!W://www.envhelp.orff/pago/gnggLoMgm.htmI 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/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the A _al.
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations. h 1 e'
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: rl a
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
L Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ki 0-1
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"x1l" 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: Schedide a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) --/w
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC n a "
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.
httrr/ /www.secretary.state.nc.us/Corporations/CSearcILasux
JUL 1, 3 2011
BY:
Form SWU-l0l Version 07Jun2010 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://12ortal.ncdenr.ore/web/HQ/ws/su/statesw/forms docs. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
Protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC 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:
Consulting Firm: Coastal Planning Services, Inc., Kathy B. Vinson, AICP
Mailing Address: P.O. Box 827
City: Morehead City State: NC Zip: 28557
Phone: (252 ) 240-9297 Fax: L252 ) 247-5875
Email: kbvinson®ec.rr.com
DG PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name o%person
listed in Contact Information, item Ia) with (print or type name of organization listed in
Contact Information, item 1 a) 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.
RECEIVED
JUL 13 2011
BY.
Fonn SWU-101 Version 07Jun2010 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stonmvater 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. 1 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 stonnwater permit Witness my hand and official seal,
SEAL
My commission expires
X, APPLICANT'S CERTIFICATION
I, (print or type nmne of person tilted in Contact Information, item la) Randy Allen
certify that the information included on this permit application form is, to the bast of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable storm wate, rules under 1555Af�NCAC 2-H.1090, SL 2006-246 (Ph.11-Post Construction) or SL 2008-211.
/
Signature: DaL-T1" /1
I, Wx I I1i`� ���CJLili9,. a nry Public for the State of ` 0A00JD9_ i , ounty of
�A.N 1 O rJ do hereby certify that t� l_P_ N personally appeared
before me this U day of 2W__Ar_ O 11 and acknowledge the due execution of the application for
� a stormwater permit Witness my hand and official seal,
�aYilunM
SEAL
twojI0Ce I3
IN
My commission expires
r
GEIVI
JUL 13 2011
Form SWU-101 Version 07Jun2010 Page 7 of 7

Permit No.
5'1AJ q 6M 4—/6
*-SI0308
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
Tits form may k pketwepied for we as as original
A low, density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwrater
collection system as defined by 15A NCAC 2H.1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H.1005 through.1007.
1. PROJECT INFORMATION
Project Name
CANNONSGATE AT ROGUE SOUND
Contact Person: RANDY ALLEN - President Phone Number: ( 704 ) 321-0401
Number of Lots: 525 Allowable Built Upon Area Per Lot*: (SEE ATTACHMENT D)
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where.
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
DF Density Factor - the appropriate percent built upon area divided by 100.
RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page l of 2

(SA z DF) - RA - OA = BUA
No. Lots Lot
(SEE ATTACHMENT D)
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
G01' b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
G16 c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
(15A NCAC 2H.1007(2)(b)]
Form SWU-too Rev 3.99 Page 2 of 2

Permit No.
(to be provided by D WO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR ION DENSITY DEVELOPMENT WITH CURB AND GUTTER
This fonn may be pWwqiedfbr un ns an adgivar
DWO Stornwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
1. PROJECT INFORMATION
Project Name
CANNONS GATE AT BOGUE SOUND
Contact Person: RANDY ALLEN - President
Phone Number: ( 704 ) 321-Ml
Curb outlets to (check one): ® Swale ❑ Vegetated Area
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 211.1008.
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 on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
44'K a. Curb outlets direct flow to a Swale or vegetated area.
40" b. Swales or vegetated area receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
ez c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
g(/ d. Longitudinal slope of the Swale or vegetated area does not exceed 5%.
1101 e. Side slopes of the Swale or vegetated area are no steeper than 5-1 (horizontal to vertical).
f. Length of swale or vegetated area is > 100 feet.
g. The system takes into account the rum -off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each Swale).
h. Swales are located in recorded drainage easements.
i. Grass type(s) for permanent vegetative cover specified on detail. sgr fX'WA'J row'" A"
dW j. Swale detail provided on plans.
Form SWU-105 Verl" Page 1 or3

M.• DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment.Control Planning and Design Manual.
Table 1 Swale TIP-cion Whrmatunn
Form SWU-105 Ver 3.99 Page 2 of 3

TABLE 1.
Swale Design Informadon
Swale
No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac
C
Q crs
Vaeow
Max V
At °X.
Flow
ft
At 1%
Flow
De
1
1.38
0.95
0.43
0.779
7.522
4.5
2.72
0.55
0.75
2
1.38
0.95
0.43
0.779
7.522
4.5
2.72
0.55
0.75
3
0.56
0.3
025
0.695
2.723
4.5
1.44
0.38
1 0.51
4
0.58
0.3
026
0.695
2.723
4.5
1.44
0.38
1 0.51
5
0.67
0.42
025
0.745
3.493
4.5
1.88
0.42
0.56
6
0.67
0.42
0.25
0.745
3.493
4.5
1.68
0.42
0.58
7
121
0.51
0.7
0.632
5.352
4.5
1 22
0.49
0.66
8
1.32
0.23
1.09
0.495
4.582
4.5
1.99
0.46
0.62
9
1.95
0.4
1.55
0.513
7
4.5
2.6
0.54
0.73
10
1.31
0.38
0.93
0.58
5.131
4.5
2.14
0.48
0.65
11
0.58
0.18
0.4
0.571
2.317
4.5
1.3
0.35
0.48
12
0.88
0.21
0.47
0.57
2.713
4.5
1A4
0.38
0.51
13
1.01
0.25
0.75
0.542
3.829
4.5
1.78
0.43
0.58
14
1.62
0.21
1.41
0.471
5.345
4.5
2.19
OA9
OAS
15
1.28
0.29
0.99
0.
4.701
4.5
Z02
0.46
0.63
18
1.67
0.42
1.25
0.538
6.293
4.5
2.43
0.52
0.7
17
1 1.92
0.71
1.21
0.604
8.124
4.5
285
0.57
0.77
18 1
2.07
0.46
1.51
0.522
7.567
1 4.5
Z73
0.55
0.75
1 a 1
1.66
(Lb
1.8 1
0.474
6.143
1 4.5
Z39
0.51
0.69
20
1.75
0.51
124
0.55
6.854
4.5
2.56
0.54
0.72
21
0.98
0.18
0.8
0.501
3.437
4.5
1.66
0.41
0.56
22
1.81
0.71
1.1
0.616
7.802
4.5
2.78
0.58
0.76
23
3.56
0.98
2.58
0.561
13.741
4.5
3.96
0.69
0.94
24
1.53
0.42
1.11
0.551
5.901
4.5
2.33
0.51
0.65
25
3.44
0.5
2.94
0.48
11.557
4.5
3.55
0.65
0.88
26 1
1.91
0.42
1.49
0.521
8.985
4.5
Z59
0.54
0.73
27 1
0.53
0.21
0.32
0.618
2.293
4.5
129
0.35
0.48
28 1
2.5
0.63
2.12
0.528
10.126
4.5
3.27
0.62
0.84
29
1.52
0.4
1.12
0.545
5.798
4.5
Z31
0.5
0.65
30
2.33
0.61
1.72
0.544
8.873
4.5
3.01
1 0.59
0.8
31
3.15
0.51
2.84
0.489
10.704
4.3
3.4
0.63
OAS
32
2.8
0.89
2.11
0.536
10.497
4.5
3.34
0.63
0.85
33 1
1.83
0.43
12
0.545
6.22
4.5
Z41
0.52
0.7
34
0.92
0.24.
0.88
0.543
3.5
4.5
1.68
0.42
0.58
35
1.88
0.8
128
0.576
7.574
4.5
Z73
0.58
0.75
38
1.03
0.23
0.8
0.523
3.77
4.5
1.76
0.43
0.58
37
1.44
0.32
1.12
0.522
5.254
4.5
2.17
OAS
0.65
38
1.4
0.55
0.85
0.618
6.038
4.5
2.37 1
0.51
0.69

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at arty time.
2. Swales will be inspected moniltj or after every nmoff producing rainfall event far sediment build-up,
erosion, and hash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Ended areas of the sweles will be repaired and reseeded. Swabs will be revegetated as needed and in a
timely manner based on the monthly inspections.
S. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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: +Of/ r r
Ate: //-0 1-14 HAF&cS 2641 a dy Sf Surl t -go> endtf -'e 1 S Aj c S"
Phone:.A 9! - _�L2 / - 6l f4o / Dale, Y- zG-o -5 _
Side: le .-l�i4� A01P 627-14.
NOW The kgally nupomsdble party alrouldnot be a haseowners a noeWdon unless more thaor 50% of die k" have been sold and a
rwldent ojVm srbdvkkn has been named the p ukknt
- a Notary Public for the 3tato of &t!� C ocounty of
do hamby off* that 0 A Ilan personally appaand befem me dds&
day of AOC6 and �keaorlodge the due exaeution of the forgoing infiltration basin maintenswe
regWrwraw witness my haW and official seal,
mycommission expiros eptem6r- 1. AwO
Form SWU-103 Ved." Page 3 of 3

Low Density Residential Subdivisions with Curb Outlet Swales
Deed Restrictions & Protective Covenances
Cannonsgate at Bogue Sound
Phase I, Lot #437 only
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built -upon" area consistent with the applicable
regulation governing the density level.
I, Randy Allen acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Cannonsgate at Bogue Sound Phase 1.
Lot # 437 :
1. The following covenants are intended to ensure ongoing compliance with State Sto►mwater
Management Permit Number SW8 050516 as issued by the Division of Water Quality under the
Storm water Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance w9h the storm water management petm#.
3. These covenants are to run with the land and be binding on all persons and parses claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express wr►lten
consent of the State of North Carolina, Division of Water Qua*.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable buff -upon area for Lot #437 is 6665 square feet This allotted amount
includes any buflt--upon area constructed within the lot property boundaries, and that portion of the
►fight -of -way between the front lot line and Me edge of the pavement BuR upon area includes, but is not
limited to, structures, asphalt concrete, gravel, b►fck, stone, slate, and coquina, but does not include
raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot wflhin CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable buft-upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shag be the most restrictive of the two.
& This project proposes a curb outlet system. Each designated curb outlet swale shown on the approved
plan must be maintained at a minimum of 100' long with 5.1 (H.1 j 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,
and maintain a dense vegetated cover.
9. Filling in or piping of any vegetative conveyances (dUches, swa/es, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
10. Each lot will maintain a 30* foot wide vegetated buffer between ad impervious areas and surface
waters.
11. AN roof drains shall terminate at least 30* foot from the mean high vrater mark of surface waters.
12. Filling in, piping or altering any designated 5.1 curb outlet swale associated with the development is
prohibited by any persons. _
*50 foot for projects located in the 20 coastal counties.
Form DRPC-6 Rev2 05Nov2009 Page I of 2 JUL 13 2011

m
Low Density Residential Subdivisions with Curb Outlet Swales
Deed Restrictions & Protective Covenances
Cannonsgate at
Phasee 1. Lot
Sig
e Sound
only
6 /'za fzm/ /
1, i?—w �44-Q OQ,— , a Notary Public in the
State of-ftlbkk County of
do hereby certify that -e__personally appeared
before me this the 20 day of it.t. , 201_, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signatu /
My Commission expires
Zdm
1E11CMyCO�,wZQ JOI
Form DRPC-6 Rev2 05Nov2009 Page 2 of 2

Nelson, Christine
From: Scott, Georgette
Sent: Thursday, September 22, 2011 2:24 PM
To: Dunn, Glenn; Kathy Vinson
Cc: Nelson, Christine; Cox, David
Subject: RE: SW8 050516 BUA reallocation request
I understand. As I said the inspection can be conducted shortly. Christine will be handling the paper work for the
transfer.) will have the inspector contact you with any questions.
Thank you
Georgette Scott
Stormwater Program Supervisor
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Dunn, Glenn[mailto:[e-mail]]
Sent: Thursday, September 22, 2011 2:15 PM
To: Scott, Georgette; Kathy Vinson
Cc: Nelson, Christine; Cox, David
Subject: RE: SW8 050516 BUA reallocation request
Ms. Scott, I represent R.A. North. I can understand the Attorney General's advice on the stormwater permit transfer. I
think David Cox will attest the property is in extremely good shape, but if he must do another inspection I hope it can be
soon . As to any questions about the stormwater transfer, please send them to me as soon as you can and I will get you
the answers quickly .I'll appreciate anything you can do to get his completed .The Cannonsgate HOA seems to be anxious
to get the permit transferred.
From: Scott, Georgette[mailto:[e-mail]]
Sent: September 22, 2011 12:45 PM
To: Kathy Vinson
Cc: Dunn, Glenn; Nelson, Christine; Cox, David
Subject: RE: SW8 050516 BUA reallocation request
Ms. Vinson,
I have just been discussing this project with my engineer. It appears that the BUA reallocation should not be a
problem. Before a transfer can occur any issues/changes with the permit must be completed. Therefore the
modification will be completed first and in short order. Once that is completed, approved and signed we will
complete the transfer.
I understand that the permittee would like to transfer the permit under the new transfer act. If that is the case
we have a few questions and information that we will require per the new act before we can transfer. We have
been instructed by the Attorney General that if the permittee wishes to transfer the permit under the new
transfer Act that an inspection must be conducted after the date of the passage of the Act and at the time a
transfer is requested under the Act. We will be sending the questions to you shortly so that we can complete
this as soon as possible.
Christine Nelson should be contacting you shortly to discuss the additional information she needs for the
transfer.

Georgette Scott
Stormwater Program Supervisor
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Fact
Wilmington, NC 28405
Phone [phone]
Fax [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Kathy Vinson [mailto:[e-mail]]
Sent: Thursday, September 22, 2011 10:53 AM
To: Scott, Georgette
Cc: Glenn Dunn
Subject: SW8 050516 BUA reallocation request
Dear Ms. Scott,
State Stormwater permit SW8 050516 was issued to RA North Development, Inc. (Randy Allen, President) in
June 2005 for development of Cannonsgate at Bogue Sound, a low -density stormwater subdivision in Carteret
County. Plan revisions were approved by DWQ in January 2006 and August 2007 to add facilities and reallocate
built -upon -area (BUA) within the subdivision.
On behalf of Randy Allen we submitted a modification request to DWQ in July to reallocate 3585 square feet of
BUA currently set aside for future development to Lot #437. Prior to submitting the request we worked with
DWQ, staff to obtain their guidance on the required procedures, and traveled to the Wilmington Regional Office
to review and copy files associated with the permit and related modifications. It was necessary for us to review
the files to determine if sufficient BUA was available for future development within the 575' CAMA coastal
shoreline AEC, in accordance with CAMA and water quality regulations. Based on your files, we found that
sufficient unallocated BUA remained available to allocate the additional area to Lot #437.
The modification request was delivered to the regional office by UPS on July 13, 2011, and I understand from
DENR staff that the modification package was logged in as complete on that day. To assist in staff review, we
included a "BUA Tracking & Requested Allocation" table that traces the changes in BUA allocations that have
been executed in two previous permit revisions, as well as the currently requested revision. I was told by DENR
staff that the standard time for reviewing such requests is 45 — 60 days, depending upon staff workload,
vacation schedules, etc. In mid -August I was told that action should occur within three weeks (the week of Labor
Day). However, as of today, we have heard nothing on the status of our request.
My clients are David and Gloria Keesee, who are the owners of Lot #437. They are paying all costs associated
with the current application and BUA reallocation process. These expenses are in addition to more than $25,000
spent by the Keesees since the fall of 2009 with surveyors, engineers, soil scientists and other professionals
pursuing various options to develop their property in accordance with local, state, and federal requirements.
These expenses are on top of the full market price they paid for the lot in 2006.
DWQ staff has stated clearly to us that as owner of the permit, Mr. Allen controls the reallocation. Mr. Allen was
gracious to agree to the reallocation to assist the Keesees in htailding their home on the lot. He has indicated
repeatedly that he wants the Keesees to have the additional BUA.
Through his attorney Glenn Dunn, Mr. Allen has also submitted a request to transfer the permit from Randy
Allen and RA North Development, Inc. to Cannonsgate at Bogue Sound Homeowners Association, Inc (HOA). The
ownership transfer request was submitted on July 22 following my submission requesting the BUA reallocation

to Lot #437. In his request, Mr. Dunn stated that Mr. Allen had agreed to the BUA transfer some time ago and
wants to complete the reallocation before the permit is transferred to the homeowners association.
Mr. Dunn and I are working together on these requests and are anxious to resolve both the BUA and ownership
transfers. Representatives of the HOA are calling Mr. Dunn and are getting agitated that Mr. Allen has not yet
transferred permit ownership. Mr. Allen is concerned that while DWQ staff has inspected the property and
found it to be compliant with the stormwater plan; as time goes on the proiect may become damaged or
otherwise out of compliance. I am concerned that the BUA reallocation occur while the permit is still in Mr.
Allen's name to avoid repeating this process with the HOA and subsequently incurring more expense for the
Keesees.
Mr. Dunn and I were careful to provide all of the necessary information in an organized manner and it seems to
us that the two transfers will take very little time.
On behalf of all involved, I am requesting that you expedite both requests under review by your staff. I am
available to come to Wilmington to meet with your staff to review the BUA reallocation submittal and answer
any questions that may have arisen.
Thank you for your help. Please call if you need more information or to schedule a meeting.
Kathy B. Vinson, AICP
Coastal Planning Services, Inc.
P.O. Box 827
Morehead City, NC 28557
Office 252.354.4916
Fax [phone]
Mobile [phone]
kbvinsoneec.rr.com
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To ensure compliance with requirements imposed by the IRS, unless specifically indicated otherwise, any tax advice
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related matter addressed herein.

Scott, Georgette
From: Scott, Georgette
Sent: Thursday, September 22, 2011 2:24 PM
To: Dunn, Glenn; Kathy Vinson
Cc- Nelson, Christine; Cox, David
Subject: RE: SW8 050516 BUA reallocation request
I understand. As I said the inspection can be conducted shortly. Christine will be handling the paper work for the
transfer.l will have the inspector contact you with any questions.
Thank you
Georgette Scott
Stoimwater Program Supervisor
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Dunn, Glenn [mailto:[e-mail]]
Sent: Thursday, September 22, 2011 2:15 PM
To: Scott, Georgette; Kathy Vinson
Cc: Nelson, Christine; Cox, David
Subject: RE: SW8 050516 BUA reallocation request
Ms. Scott, I represent R.A. North. I can understand the Attorney General's advice on the stormwater permit transfer. I
think David Cox will attest the property is in extremely good shape, but if he must do another inspection I hope it can be
soon . As to any questions about the stormwater transfer, please send them to me as soon as you can and I will get you
the answers quickly .I'll appreciate anything you can do to get his completed .The Cannonsgate HOA seems to be
anxious to get the permit transferred.
From: Scott, Georgette [mailto:[e-mail]]
Sent: September 22, 2011 12:45 PM
To: Kathy Vinson
Cc: Dunn, Glenn; Nelson, Christine; Cox, David
Subject: RE: SW8 050516 BUA reallocation request
Ms. Vinson,
I have just been discussing this project with my engineer. It appears that the BUA reallocation should not be a
problem. Before a transfer can occur any issues/changes with the permit must be completed. Therefore the
modification will be completed first and in short order. Once that is completed, approved and signed we will
complete the transfer.
I understand that the permittee would like to transfer the permit under the new transfer act. If that is the case
we have a few questions and information that we will require per the new act before we can transfer. We have
been instructed by the Attorney General that if the perrniitee wishes to transfer the permit under the new
transfer Act that an inspection must be conducted after the date of the passage of the Act and at the time a
transfer is requested under the Act. We will be sending the questions to you shortly so that we can complete
this as soon as possible.
Christine Nelson should be contacting you shortly to discuss the additional information she needs for the
transfer.

Georgette Scott
Stormwater Program Supervisor
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties.
From: Kathy Vinson [mailto:[e-mail]]
Sent: Thursday, September 22, 2011 10:53 AM
To: Scott, Georgette
Cc: Glenn Dunn
Subject: SW8 050516 BUA reallocation request
Dear Ms. Scott,
State Stormwater permit SW8 050516 was issued to RA North Development, Inc. (Randy Allen, President) in
June 2005 for development of Cannonsgate at Bogue Sound, a low -density stormwater subdivision in Carteret
County. Plan revisions were approved by DWQ in January 2006 and August 2007 to add facilities and reallocate
built -upon -area (BUA) within the subdivision.
On behalf of Randy Allen we submitted a modification request to DWQ in July to reallocate 3585 square feet of
BUA currently set aside for future development to Lot #437. Prior to submitting the request we worked with
DkA/Q staff to obtain their guidance or. the required procedures, and traveled to the Wilmington Regionai Office
to review and copy files associated with the permit and related modifications. It was necessary for us to review
the files to determine if sufficient BUA was available for future development within the 575' CAMA coastal
shoreline AEC, in accordance with CAMA and water quality regulations. Based on your files, we found that
sufficient unallocated BUA remained available to allocate the additional area to Lot #437.
The modification request was delivered to the regional office by UPS on July 13, 2011, and I understand from
DENR staff that the modification package was logged in as complete on that day. To assist in staff review,
we included a "BUA Tracking & Requested Allocation" table that traces the changes in BUA allocations that
have been executed in two previous permit revisions, as well as the currently requested revision. I was told by
DENR staff that the standard time for reviewing such requests is 45 — 60 days, depending upon staff workload,
vacation schedules, etc. In mid -August I was told that action should occur within three weeks (the week of Labor
Day). However, as of today, we have heard nothing on the status of our request.
My clients are David and Gloria Keesee, who are the owners of Lot #437. They are paying all costs associated
with the current application and BUA reallocation process. These expenses are in addition to more than $25,000
spent by the Keesees since the fall of 2009 with surveyors, engineers, soil scientists and other professionals
pursuing various options to develop their property in accordance with local, state, and federal
requirements. These expenses are on top of the full market price they paid for the lot in 2006.
DWQ staff has stated clearly to us that as owner of the permit, Mr. Allen controls the reallocation. Mr. Allen was
gracious to agree to the reallocation to assist the Keesees in building their home on the lot. He has indicated
repeatedly that he wants the Keesees to have the additional BUA.
Through his attorney Glenn Dunn, Mr. Allen has also submitted a request to transfer the permit from Randy
Allen and RA North Development, Inc. to Cannonsgate at Bogue Sound Homeowners Association, Inc (HOA). The
ownership transfer request was submitted on July 27 following my submission requesting the BUA reallocation

to Lot #437. In his request, Mr. Dunn stated that Mr. Allen had agreed to the BUA transfer some time ago and
wants to complete the reallocation before the permit is transferred to the homeowners association.
Mr. Dunn and I are working together on these requests and are anxious to resolve both the BUA and ownership
transfers. Representatives of the HOA are calling Mr. Dunn and are getting agitated that Mr. Allen has not yet
transferred permit ownershio. Mr. Allen is concerned that while DWQ staff has inspected the property and
found it to be compliant with the stormwater plan, as time goes on the project may become damaged or
otherwise out of compliance. I am concerned that the BUA reallocation occur while the permit is still in Mr.
Allen's name to avoid repeating this process with the HOA and subsequently incurring more expense for the
Keesees.
Mr. Dunn and I were careful to provide all of the necessary information in an organized manner and it seems to
us that the two transfers will take very little time.
On behalf of all involved, I am requesting that you expedite both requests under review by your staff. I am
available to come to Wilmington to meet with your staff to review the BUA reallocation submittal and answer
any questions that may have arisen.
Thank you for your help. Please call if you need more information or to schedule a meeting.
3C,ty B. Vie son, AJCF
k. ��x T
Uoast:,. n lba;-p�in�;• .,e;. cx.s, .:*re.
P.G. 13ex 827
Mo eheau City, NC 28557
Office 252.15,EA-916
Fwx 25 .247.5875
iobiie 252.240.92?7
kbvinsonkec.rr.com
Please consider the envirc: , ,7nt printinc:.
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iation
intended only for the USe �::.. ...ter?den r:�cipic.: . _: arc., prohibited from
dissernina.iin?4,]., rJistrlt^Uri[i� r4N;P,I.V r "-_, r f C' th:` -nL!nic2tinn in ei o , please
immediately notify us b. Lss: mPhoi °19.783.6400 and clt�-,l his cornm(,ni=:atinr from voiar.
systern. Thank you.
To ensUre compliance with requirements imposed by the IRS, unless specifically indicated otherwise:, any tax advice
contained in this communication including any attachments) was not intended or written to be used, and cannot be used,
for the purpose of avoiding tax related penalties or promoting, marketing or recommending to another party any tax
related matter addressed herein.

Melanie Arthur 3p
CARTERET COUNTY
LDL Date 09/16/2008 Time 16.-F5:00,;
OR 1285345 Purge 1 of 3
NORTH CARJI_INA, Cr~R T ERET COUNTY
This�u M m ^ are duly tiled at the
slate W4 Van the n Page shown on they
first page
W
Reo%le of
of heeds
Prepared by: James W. Thompson, Attorney at Law,1207-C Arendell St., Morehead City, NC 28557
NORTH CAROLINA Doc. Stamps: NONE
CARTERET COUNTY Tax ID # 63"0ybq Q370
QUITCLAIM DEED
This Quit Claim Deed is made this L� day of SP$�� , 2008,
by and
between R. A. NORTH DEVELOPMENT, INC., a North Carolina corporation, hereinafter
referred to as the "Grantor"; and CANNONSGATE AT BOGUE SOUND HOMEOWNERS
ASSOCIATION, INC., a North Carolina corporation, whose address is.
qo Kttesr�l- �r,a„rccS�,..p.✓r- 6Fo41� e-cL
1 aO D dt� Ave AJ N e j�, �'� € (�� yR G hereafter referred to
as "Grantee.(?E�W f
, �
WITNESSETH:
WHEREAS, Grantor is the developer of Cannonsgate at Bogue Sound, a single family
residential subdivision located in Carteret County, N.C., which development contains certain areas
defined as "Common Area and/or Private Open Space" in Article I, Section 1, paragraph (e) of that
instrument entitled "Declaration of Protective Covenants, Restrictions, Easements, Charges, and
Liens for Cannonsgate at Bogue SourO", PVecuted on July 12, 2005, and recorded in book 1121,
page 146, Carteret County Registry (hereafter "Declaration"'; and,
WHEREAS, such areas (as well as areas designated as "OS", meaning "open space) appear
upon the recorded plats of Cannonsgate in map book 30, pages 780-790 (Phase I) and map book 30,
U9
goo EAG

pages 832-839 (Phase II), Carteret County Registry (hereafter "Plats"); and;
WHEREAS, in connection with the development, the Grantor caused to be officially chartered
a North Carolina non-profit corporation by the name of Cannonsgate at Bogue Sound Homeowners
Association, Inc., the Grantee herein, the purposes for which are more particularly set forth in the
Declaration, and include mainztmanc-e and management re ponsib I+ty eaf all of the Common Areas
and/or Private Open Spaces (including OS spaces); and,
WHEREAS, the Declaration contemplates that the Grantor will make a conveyance of the
Common Areas and/or Private Open Spaces (including OS spaces) to Association in -order for the
Association to meet its responsibilities as set out in the Declaration, and Grantor intends by this
instrument to make such conveyance; and,
WHEREAS, there is an area within the Cannonsgate development which is shown as the
"Cannonsgate at Bogue Sound Hoat Slip Area and Boat Slips", as defined in the "Don ofBoat
Slip Area, Protective Covenants, Restrictions, Easements, Charges and Liens for the Cannonsgate at
Bogue Sound Boat Slip Association, Inc." dated July 24, 2006, and recorded in book 1181, page 407,
Carteret County Registry (hereafter "Boat Slip Declaration"), and this Boat Slip Area and Boat Slips
are not part of the Common Areas and/or Private Open Spaces conveyed to Grantee herein, but
rather have been conveyed to the Cannonsgate at Bogue Sound Boat Slip Association, Inc. as
required by the Boat Slip Declaration.
NOW, THEREFORE, in consideration of the mutual benefits received and to be received by
the parties in the Declaration, and for other good and valuable consideration, the Grantor has remised
and released and by these presents does remise, release and forever quitclaim unto the Grantee and its
heirs and assigns all right, title, claim and interest ofsaid Grantor in and to a certain tract or parcel of
a,

land lying and being in White Oak Township, Carteret County, North Carolina, and more particularly
described as follows:
Being all areas constituting "Common Area and/or Private Open Space" (including any areas
identified on any Plat as "OS") as defined in Article L Section 1 of the Declaration, excluding
however. the "Boat Slip Area and Boat Slips" as defined in the Boat Slip Declaration.
This conveyance specifically includes the "Boat lamp" as shown upon the Plats, and also
includes all aspects and components of the "Pump Out Station" which is located and installed
immediately adjacent to and south of the Boat Ramp, and as may appear on any recorded plat
of Cannonsgate at Bogue Sound. The Boat Ramp and the Pump Out Station are also common
amenities for all lot owners at Cannonsgate.
TO HAVE AND. TO HOLD the aforesaid tract or parcel of land and all privileges thereunto
belonging to it the said Grantee and its heirs and assigns free and discharged from all right, title,
claim, or interest of the said Grantor, or anyone claiming by, through, or under them
In witness whereof the Grantor has executed its official signature effective for the date first
appearing above.
NORTH CAROLINA
UNION COUNTY
R. A. NORTH DEVELOPMENT, INC.
Imo.. Z-� cwe��
Authorized Corporate Officer
4h7
c',.zots
theNotary Pub 'c ' and for the above
named State d County, do hereby certify thatO -e� personally
appeared before me this day and acknowledged that uth rixed corporate officer of R. A.
North Development, Inc., and being authorized to do so, executed the foregoing deed onbehalfofthe
corporation.
® `, _
Witness my hand and notarial seal, this �1 � day of iI�DP�.. 2048.
Notary Public
MY commission expires: (�, -cc a G � j
AStorservlEaw OffaeOGWCannonsgate At Bogue Soundlquit.claim.deed.all.common.areas.HOA.doc

Poyner,prufli LLP
July 22, 2011 H. Glenn T. Dunn
Partner
D: 919.783.2842
F: 919.783.1075
[e-mail]
Ms. Kelly Johnson
NC Division of Water Quality
1617 Mail Service Center _
Raleigh, NC 27699-1617 D
RE: Transferring Stormwater Management Permit Number SW 8050516 JUL 2 6 Nil
Dear Ms. Johnson:
On behalf of R.A. North Development, Inc. I am submitting the enclosed documents in support of
transferring Stormwater Management Permit Number SW 8050516 from Randy Allen and R.A. North
Development, Inc. to Cannonsgate at Bogue Sound Homeowners Association, Inc. (the "HOA" ). I am
assuming this transfer is now done pursuant to Session Law 2011-256, a copy of which I am enclosing.
All the common areas other than the boat slip area and boat slips in the development have been
transferred to the HOA. R.A. North no longer owns any property in the development except four private
lots and all the other lots have been transferred to new owners.
The development has been inspected for compliance with the stormwater plan by David Cox and
found to be compliant.
The following documents are submitted to support the application and verify compliance with the
above conditions required to effectuate the transfer.
• Check to NC Department of Environment and Natural Resources for $40.00 application fee.
understand this fee may not be required if this is the first transfer. If that is the case, please
return the check.
• State Stormwater Permit Name/Ownership Change Form executed by Randy Allen as president
of R.A. North Development, Inc. Please note that this form is not executed by the proposed
permittee since that is no longer required under Session Law 2011-256.
• Deed recorded in Book 1285, Page 345 of the Carteret County Registry transferring from R.A.
North Development, Inc. to Cannonsgate at Bogue Sound Homeowners Association all the
common area in the development except "Boat Slip Area and Boat Slips".
• Inspection Report prepared by David Cox showing the development is compliant with its
stormwater permit. i understand there is a more formal report which may or may not have been
prepared yet, but Mr. Cox said he would be happy to verify the project is compliant if necessary.
• Business Corporation Annual Report showing Randolph M. Alien as President, Treasurer and
Secretary of R.A. North Development, Inc. and thus authorized to sign this application.
WWW.POYNERSPRUILL.COM RALEIGH / CHARLOTTE / ROCKY MOUNT / SOUTHERN PINES
301 Fayetteville Street, Suite 1900, Raleigh, NC 27601 P.O. Box 1801, Raleigh, NC 27602-1901 P: 919.783.6400

Poyner SprufdLLP
Ms. Kelly Johnson
July 22, 2011
Page 2
A copy of Article Vill, Section 4 Compliance with Stormwater Management Acts frorn the
Declaration of Protective Covenants, Restrictions, Easements, Charges, and Liens for
Cannonsgate at Bogue Sound recorded in Book 1121, Page 146 of the Carteret County Registry.
This is to show that the restrictions required by the stormwater permit have been recorded as
required.
• List of all the lots in Cannonsgate that have been transferred verified by Randolph M. Allen
showing that well over 50% of the 525 lots have been transferred.
I believe this is all the documentation required to transfer the Stormwater Permit.
Please be aware that Kathy Vinson of Coastal Planning Services, Inc. recently submitted a request to
DWQ on behalf of Randy Allen and R.A. North Development, Inc. for modification of this same stormwater
permit by reallocating 3,585 square feet of Built Upon Area ("BUA") to Lot #437 owned by Kenneth D. and
Gloria Keesee. Mr. Allen and R.A. North agreed to make this transfer some time ago and want to
complete the transfer before the permit is transferred to the HOA. We ask that DWQ combine and
process both of these requests simultaneously and that the BUA modification be made immediately
before transferring the stormwater permit to the HOA.
We would very much appreciate your processing these requests in this manner. Please don't
hesitate to contact me if you have questions.
Sincerely,
H. Glenn T. Dunn
Partner
HGD/mxt
Enclosures
cc: Clay Slaughter, R.A. North, Inc.
Kathy Vinson, Coastal Planning Services, Inc.
1435086v2.0

, - -AnA
C-DEEIR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Doleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORMA
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW 8050516
2. Project Name: Cannonsgate at Bogue Sound
3. Current Permit Holder's Company Name/Organization: Randy Allen and R.A. North Development, Inc.
4. Signing Official's Name: Randolph M. Allen Title: President
5. Mailing Address: 7009 Whitemarsh Court
City: Charlotte State: NC Zip: 28210
6. Phone: 7( 04 ) 321-0401 Fax:
II. PROPOSED PERMITTEE / OWNER / PROJECT I ADDRESS INFORMATION
This request is for: (please check all that apply,)
Name change of the owner (Please complete Items 1, 2 and 3 below)
Name change of project (Please complete Item 5 below)
Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
® Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization:
2. Proposed permittee's signing official's name:
3. Proposed permittee's title:
4. Mailing Address:
City:
Phone: ( )
5. New Project Name to be placed on permit:
State: Zip:
Fax:
Please check the appropriate box. The proposed permittee listed above is:
HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
71 Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending .gales agreement Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4) REC +'ICED
SSW N/O Change -Revl 5Feb2011 Page 1 of 4
JUL 2 6 2011
BY:

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processin delays or denial of the transfer.
1. This com leted and signed form. tic tsf'be`66m Died and signed by o i �tii,�
2. �e rt € r'ar� applicant + t4.s, a change f ownerstj
al documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will. be returned as
incomplete.
Check here if current permittee is transferring the property to a new owner and will not . --min
ownership of the permit.
i, Randy Allen and RA.NoMDevelopmen%Im , the current permittee, am submitting this application
for a transfer of ownership for permit # sw,B I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. 1 have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of mar knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
wi I
package be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature: Date:
r4Q, ( _X__3 l-'e- , a Notary Public for the State of
CA-) , County of k_�—N i 00 , do hereby certify that
-P--0 personally appeared before me this the
day of , 20_Ll_, and acknowledge the due execution of the
forgoing Instrument. Witness my hand and official seal,
Nota Signature
r - 0
SSW N/O Change Rev15Feb2011 Pa 2 of 4
(Notary Seal)
W. Tww
$ / U*n ta", NC
i 0=*We0ftAM20.2013

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, Cannonsgate at Bogue Sound Homeowners Association, Inc. , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater managen—kent ByBtami, and, if applicable, constructing the permitted systaT.
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
the most recent permit
the designer's certification for each SMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
❑past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
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
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents andprocessing fee if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
JUL I��VED
11
SSW N/O Change Rev15Feb2011 Page 3 of 4
BY:

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City:
State:
Zip:
Mailing Address:
(if different from street address)
City: State: Zip:
Phone:
Fax:
Email:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
es:t- permitt®e along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
d,loper, _lessee or purchaser for the property. I understand that failure to operate and maintain the
Stormwater treatment facility in accordance with the permit is a violation of NCa General Statute
(NCGS) 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 of the property owner
Date:
1, , 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
SSW N/O Change Revl5Feb2011 Page 4 of 4

Cannonsgate at Bogue Sound
Closed Lot Sales Report as of 06.22.2011
Subdivision Name
Phase
Lot # Deeded
Cannonsgate at Bogue Sound
02
001
8/14/2006
Cannonsgate at Bogue Sound
02
002
4/18/2006
Cannonsgate at Bogue Sound
02
003
4/12/2006
Cannonsgate at Bogue Sound
02
004
1/10/2006
Cannonsgate at Bugue Sound
02
005
1/10/2006
Cannonsgate at Bogue Sound
02
006
1/5/2006
Cannonsgate at Bogue Sound
02
007
1/10/2006
Cannonsgate at Bogue Sound
02
008
12/1/2005
Cannonsgate at Bogue Sound
02
009
12/30/2005
Cannonsgate at Bogue Sound
02
010
1/10/2006
Cannonsgate at Bogue Sound
02
011
1/5/2006
Cannonsgate at Bogue Sound
02
012
12/30/2005
Cannonsgate at Bogue Sound
02
013
12/16/2005
Cannonsgate at Bogue Sound
02
014
6/20/2006
Cannonsgate at Bogue Sound
02
015
1/11/2006
Cannonsgate at Bogue Sound
02
016
12/16/2005
Cannonsgate at Bogue Sound
02
017
12/15/2005
Cannonsgate at Bogue Sound
02
018
12/16/2005
Cannonsgate at Bogue Sound
02
019
12/16/2005
Cannonsgate at Bogue Sound
02
020
12/16/2005
Cannonsgate at Bogue Sound
02
021
12/16/2005
Cannonsgate at Bnei,P Sound
02
mq
1/10/2006
Cannonsgate at Bogue Sound
02
023
1/10/2006
Cannonsgate at Bogue Sound
02
024
1/10/2006
Cannonsgate at Bugue Sound
02
025
1/10/2006
Cannonsgate at Bogue Sound
02
026
1/10/2006
Cannonsgate at Bogue Sound
02
027
1/9/2006
Cannonsgate at Bogue Sound
02
028
1/9/2006
Cannonsgate at Bogue Sound
02
029
1/9/2006
Cannonsgate at Bogue Sound
02
030
12/16/2005
Cannonsgate at Bogue Sound
02
031
12/16/2005
Cannonsgate at Bogue Sound
02
032
4/21/2006
Cannonsgate at Bogue Sound
02
033
5/19/2006
Cannonsgate at Bogue Sound
02
034
1/12/2006
Cannonsgate at Bogue Sound
02
035
12/29/2005
Cannonsgate at Bogue Sound
02
036
4/21/2006
Cannonsgate at Bogue Sound
02
037
10/31/2006
Cannonsgate at Bogue Sound
02
038
12/16/2005
Cannonsgate at Bogue Sound
02
039
12/16/2005
Cannonsgate at Bogue Sound
02
040
12/16/2005
Cannonsgate at Bogue Sound
02
041
12/16/2005
Cannonsgate at Bogue Sound
02
042
1/5/2006
Cannonsgate at Bogue Sound
02
043
1/13/2006
Cannonsgate at Bogue Sound
02
044
12/15/2005
Cannonsgate at Bogue Sound
02
045
12/16/2005
Cannonsgate at Bogue Sound
02
046
4/26/2006
Cannonsgate at Bogue Sound
02
047
8/18/2006
Cannonsgate at Bogue Sound
02
048
12/16/2005

Canncsrrsgate at Bogue Sound
02
049
2/13/2006
Cannonsgate at Bogue Sound
02
050
12/16/2005
Cannonsgate at Bogue Sound
02
051
12/15/2005
Cannonsgate at Bogue Sound
02
052
12/15/2005
Cannonsgate at Bogue Sound
02
053
12/16/2005
Cannonsgate at Bogue Sound
02
054
1/23/2006
Cannonsgate at Bogue Sound
02
055
1/23/2006
Cannonsgate at Bogue Sound
02
056
1/12/2006
Cannonsgate at Bogue Sound
02
057
1/12/2006
Cannonsgate at Bogue Sound
02
058
1/12/2006
Cannonsgate at Bogue Sound
02
059
1/9/2006
Cannonsgate at Bogue Sound
02
060
1/9/2006
Cannonsgate at Bogue Sound
02
061
1/9/2006
Cannonsgate at Bogue Sound
02
062
4/11/2006
Cannonsgate at Bogue Sound
02
063
4/11/2006
Cannonsgate at Bogue Sound
02
064
4/11/2006
Cannonsgate at Bogue Sound
02
065
1/17/2006
Cannonsgate at Bogue Sound
02
066
1/17/2006
Cannonsgate at Bogue Sound
02
067
1/17/2006
Cannonsgate at Bogue Sound
02
068
12/1/2005
Cannonsgate at Bogue Sound
02
069
12/16/2005
Cannonsgate at Bogue Sound
02
070
11/30/2005
Cannonsgate at Bogue Sound
02
071
4/27/2006
Cannonsgate at Bogue Sound
02
072
12/16/2005
Cannonsgate at Bogue Sound
02
073
12/16/2005
Cannonsgate at Bogue Sound
02
074
1/3/2006
Cannonsgate at Bogue Sound
02
075
1/23/2007
Cannonsgate at Bogue Sound
02
076
1/17/2006
Cannonsgate at Bogue Sound
02
077
12/16/2005
Cannonsgate at Bogue Sound
02
078
1/10/2006
Cannonsgate at Bogue Sound
02
079
12/15/2005
Cannonsgate at Bogue Sound
02
080
12/16/2005
Cannonsgate at Bogue Sound
02
081
4/27/2006
Cannonsgate at Bogue Sound
02.
082
12/15/2005
Cannonsgate at Bogue Sound
02
083
1/6/2006
Cannonsgate at Bogue Sound
02
084
1/13/2006
Cannonsgate at Bogue Sound
02
085
1/13/2006
Cannonsgate at Bogue Sound
02
086
6/20/2006
Cannonsgate at Bogue Sound
02
087
12/16/2005
Cannonsgate at Bogue Sound
02
088
3/17/2006
Cannonsgate at Bogue Sound
02
089
1/5/2006
Cannonsgate at Bogue Sound
02
090
4/28/2006
Cannonsgate at Bogue Sound
02
091
12/29/2005
Cannonsgate at Bogue Sound
02
092
12/29/2005
Cannonsgate at Bogue Sound
02
093
12/16/2005
Cannonsgate at Bogue Sound
02
094
12/15/2005
Cannonsgate at Bogue Sound
02
095
4/26/2006
Cannonsgate at Bogue Sound
02
096
1/5/2006
Cannonsgate at Bogue Sound
02
097
12/30/2005
Cannonsgate at Bogue Sound
02
098
12/30/2005
Cannonsgate at Bogue Sound
02
099
1/18/2006

Cannonsgate atBogue Sound
02
100
12/16/2005
Cannonsgate atBogue Sound
02
101
12/16/2005
Cannonsgate atBogue Sound
02
102
12/19/2005
Cannonsgate at Bogue Sound
02
103
1/10/2006
Cannonsgate atBogue Sound
02
104
12/16/2005
Cannonsgate atBogue Sound
02
105
11/30/2005
Cannonsgate atBogue Sound
02
106
1/11/2006
Cannonsgate atBogue Sound
02
107
8/11/2006
Cannonsgate atBogue Sound
02
108
4/28/2006
Cannonsgate atBogue Sound
02
109
12/16/2005
Cannonsgate at Bogue Sound
02
110
12/16/2005
Cannonsgate at Bogue Sound
02
111
12/16/2005
Cannonsgate at Bogue Sound
02
112
7/27/2006
Cannonsgate at Bogue Sound
02
113
12/30/2005
Cannonsgate at Bogue Sound
02
114
1/5/2006
Cannonsgate at Bogue Sound
02
115
1/11/2006
Cannonsgate at Bogue Sound
02
116
12/16/2005
Cannonsgate at Bogue Sound
02
117
12/16/2005
Cannonsgate atBogue Sound
02
118
2/13/2006
Cannonsgate at Bogue Sound
02
119
12/5/2005
Cannonsgate at Bogue Sound
02
120
12/16/2005
Cannonsgate at Bogue Sound
02
121
12/19/2005
Cannonsgate at Bogue Sound
02
122
12/15/2005
Cannonsgate at Bogue Sound
n1)
123
4/21/2006
Cannonsgate at Bogue Sound
02
124
12/15/2005
Cannonsgate at Bogue Sound
02
125
1/30/2006
Cannonsgate at Bogue Sound
02
126
4/28/2006
Cannonsgate at Bogue Sound
02
127
1/5/2006
Cannonsgate at Bogue Sound
02
128
1/5/2006
Cannonsgate atBogue Sound
02
129
12/16/2005
Cannonsgate atBogue Sound
02
130
12/21/2005
Cannonsgate atBogue Sound
02
131
1/12/2006
Cannonsgate atBogue Sound
02
132
12/16/2005
Cannonsgate atBogue Sound
02
133
12/16/2005
Cannonsgate atBogue Sound
02
134
2/17/2006
Cannonsgate atBogue Sound
02
135
4/24/2006
Cannonsgate atBogue Sound
02
136
1/13/2006
Cannonsgate atBogue Sound
02
137
1/13/2006
Cannonsgate atBogue Sound
02
138
12/16/2005
Cannonsgate atBogue Sound
02
139
12/15/2005
Cannonsgate atBogue Sound
02
140
1/12/2006
Cannonsgate atBogue Sound
02
141
1/3/2006
Cannonsgate atBogue Sound
02
142
12/16/2005
Cannonsgate atBogue Sound
02
143
1/5/2006
Cannonsgate atBogue Sound
02
144
5/1/2006
Cannonsgate atBogue Sound
02
145
1/12/2006
Cannonsgate at Bogue Sound
02
146
12/15/2005
Cannonsgate atBogue Sound
02
147
1/3/2006
Cannonsgate atBogue Sound
02
140U
1/6/2006
Cannonsgate atBogue Sound
02
149
1/12/2006
Cannonsgate atBogue Sound
02
150
12/16/2005

'Cannonsgate atBogue Sound
02
151
12/16/2005
Cannonsgate at Bogue Sound
02
152
1/3/2006
Cannonsgate atBogue Sound
02
153
1/10/2006
Cannonsgate atBogue Sound
02
154
12/15/2005
Cannonsgate atBogue Sound
02
155
12/28/2005
Cannonsgate atBogue Sound
02
156
1/12/2006
Cannonsgate atBogue Sound
02
157
8/18/2006
Cannonsgate atBogue Sound
02
i58
4/7/2006
Cannonsgate atBogue Sound
02
159
3/31/2006
Cannonsgate atBogue Sound
02
160
12/15/2005
Cannonsgate atBogue Sound
02
161
12/23/2005
Cannonsgate atBogue Sound
02
162
12/16/2005
Cannonsgate atBogue Sound
02
163
12/16/2005
Cannonsgate atBogue Sound
02
164
12/15/2005
Cannonsgate atBogue Sound
02
165
1/9/2006
Cannonsgate atBogue Sound
02
166
4/27/2006
Cannonsgate atBogue Sound
02
167
2/3/2006
Cannonsgate atBogue Sound
02
168
12/15/2005
Cannonsgate atBogue Sound
02
169
1/30/2006
Cannonsgate atBogue Sound
02
170
5/1/2006
Cannonsgate atBogue Sound
02
171
12/15/2005
Cannonsgate atBogue Sound
02
172
2/17/2006
Cannonsgate atBogue Sound
02
173
12/15/2005
Cannonsgate atBogue Sound
02
174
5/1/2006
Cannonsgate atBogue Sound
02
175
3/31/2006
Cannonsgate atBogue Sound
02
176
6/16/2006
Cannonsgate atBogue Sound
02
177
12/21/2005
Cannonsgate atBogue Sound
02
178
1/31/2006
Cannonsgate atBogue Sound
02
179
2/28/2006
Cannonsgate atBogue Sound
02
180
12/15/2005
Cannonsgate atBogue Sound
02
181
1/18/2006
Cannonsgate atBogue Sound
02
182
12/16/2005
Cannonsgate atBogue Sound
02
183
12/15/2005
Cannonsgate at Bogue Sound
02
184
12/15/2005
Cannonsgate at Bogue Sound
02
185
1/10/2006
Cannonsgate at Bogue Sound
02
186
12/15/2005
Cannonsgate at Bogue Sound
02
187
12/15/2005
Cannonsgate at Bogue Sound
02
188
1/17/2006
Cannonsgate at Bogue Sound
02
189
1/20/2006
Cannonsgate atBogue Sound
02
190
12/15/2005
Cannonsgate atBogue Sound
02
191
1/10/2006
Cannonsgate atBogue Sound
02
192
1/10/2006
Cannonsgate atBogue Sound
02
193
1/9/2006
Cannonsgate atBogue Sound
02
194
12/15/2005
Cannonsgate atBogue Sound
02
195
1/12/2006
Cannonsgate atBogue Sound
02
196
5/30/2006
Cannonsgate atBogue Sound
02
197
4/27/2006
Cannonsgate atBogue Sound
02
198
1/12/2006
Cannonsgate at Bogue Sound
V2
199
2/3/2006
Cannonsgate atBogue Sound
02
200
1/12/2006
Cannonsgate atBogue Sound
02
201
1/6/2006

Cannonsgate at Bogue Sound
02
202
12/15/2005
Cannonsgate at Bogue Sound
02
203
1/9/2006
Cannonsgate at Bogue Sound
02
204
12/16/2005
Cannonsgate at Bogue Sound
02
205
12/15/2005
Cannonsgate at Bogue Sound
02
206
12/20/2005
Cannonsgate at Bogue Sound
02
207
3/17/2006
Cannonsgate at Bogue Sound
02
208
12/19/2005
Cannonsgate at Bogue Sound
n2
209
12/23/2005
Cannonsgate at Bogue Sound
02
210
1/16/2006
Cannonsgate at Bogue Sound
02
211
4/7/2006
Cannonsgate at Bogue Sound
02
212
12/15/2005
Cannonsgate at Bogue Sound
02
213
12/15/2005
Cannonsgate at Bogue Sound
02
214
12/15/2005
Cannonsgate at Bogue Sound
02
215
1/9/2006
Cannonsgate at Bogue Sound
02
216
11/30/2005
Cannonsgate at Bogue Sound
02
217
12/12/2005
Cannonsgate at Bogue Sound
02
218
12/15/2005
Cannonsgate at Bogue Sound
02
219
12/15/2005
Cannonsgate at Bogue Sound
01
220
11/10/2005
Cannonsgate at Bogue Sound
01
221
10/25/2005
Cannonsgate at Bogue Sound
01
222
10/19/2005
Cannonsgate at Bogue Sound
01
223
10/19/2005
Cannonsgate at Bogue Sound
01
224
10/19/2005
Cannonsgate at Bogue Sound
01
?')1;
10/28/2005
Cannonsgate at Bogue Sound
01
226
10/28/2005
Cannonsgate at Bogue Sound
01
227
10/28/2005
Cannonsgate at Bogue Sound
01
228
10/28/2005
Cannonsgate at Bogue Sound
01
229
10/28/2005
Cannonsgate at Bogue Sound
01
230
10/19/2005
Cannonsgate at Bogue Sound
01
231
10/19/2005
Cannonsgate at Bogue Sound
01
232
10/28/2005
Cannonsgate at Bogue Sound
01
233
12/7/2005
Cannonsgate at Bogue Sound
01
234
10/19/2005
Cannonsgate at Bogue Sound
01
235
11/22/2005
Cannonsgate at Bogue Sound
01
236
10/31/2005
Cannonsgate at Bogue Sound
01
237
10/30/2005
Cannonsgate at Bogue Sound
01
238
10/19/2005
Cannonsgate at Bogue Sound
01
239
11/28/2005
Cannonsgate at Bogue Sound
01
240
10/19/2005
Cannonsgate at Bogue Sound
01
241
11/10/2005
Cannonsgate at Bogue Sound
01
242
10/30/2005
Cannonsgate at Bogue Sound
01
243
10/19/2005
Cannonsgate at Bogue Sound
01
244
11/11/2005
Cannonsgate at Bogue Sound
01
245
10/19/2005
Cannonsgate at Bogue Sound
01
246
10/19/2005
Cannonsgate at Bogue Sound
01
247
10/19/2005
Cannonsgate at Bogue Sound
01
248
10/19/2005
Cannonsgate at Bogue Sound
01
249
10/19/2005
Cannonsgate at Bogue Sound
01
250
10/19/2005
Cannonsgate at Bogue Sound
01
251
10/29/2005
Cannonsgate at Bogue Sound
01
252
11/16/2005

Cannonsgate at Bogue Sound
01
253
11/9/2005
Cannonsgate at Bogue Sound
01
254
10/19/2005
Cannonsgate at Bogue Sound
01
255
10/19/2005
Cannonsgate at Bogue Sound
01
256
10/19/2005
Cannonsgate at Bogue Sound
01
257
10/19/2005
Cannonsgate at Bogue Sound
01
258
10/19/2005
Cannonsgate at Bogue Sound
01
259
10/19/2005
Cannonsgate at Bogue Sound
01
260
10/19/2005
Cannonsgate at Bogue Sound
01
261
10/19/2005
Cannonsgate at Bogue Sound
01
262
11/1/2005
Cannonsgate at Bogue Sound
01
263
11/16/2005
Cannonsgate at Bogue Sound
01
264
12/9/2005
Cannonsgate at Bogue Sound
01
265
10/19/2005
Cannonsgate at Bogue Sound
01
266
10/19/2005
Cannonsgate at Bogue Sound
01
267
11/23/2005
Cannonsgate at Bogue Sound
01
268
10/19/2005
Cannonsgate at Bogue Sound
01
269
10/27/2005
Cannonsgate at Bogue Sound
01
270
10/27/2005
Cannonsgate at Bogue Sound
01
271
10/19/2005
Cannonsgate at Bogue Sound
01
272
12/9/2005
Cannonsgate at Bogue Sound
01
273
10/19/2005
Cannonsgate at Bogue Sound
01
274
10/27/2005
Cannonsgate at Bogue Sound
01
275
3/13/2006
Cannonsgate at Bogue Sound
01
276
10/19/2005
Cannonsgate at Bogue Sound
01
277
10/25/2005
Cannonsgate at Bogue Sound
01
278
11/2/2005
Cannonsgate at Bogue Sound
01
279
11/10/2005
Cannonsgate at Bogue Sound
01
280
11/2/2005
Cannonsgate at Bogue Sound
01
281
10/19/2005
Cannonsgate at Bogue Sound
01
282
10/19/2005
Cannonsgate at Bogue Sound
01
283
10/21/2005
Cannonsgate at Bogue Sound
01
284
10/19/2005
Cannonsgate at Bogue Sound
01
285
10/30/2005
Cannonsgate at Bogue Sound
01
286
10/19/2005
Cannonsgate at Bogue Sound
01
287
10/19/2005
Cannonsgate at Bogue Sound
01
288
10/24/2005
Cannonsgate at Bogue Sound
01
289
12/14/2005
Cannonsgate at Bogue Sound
01
290
10/19/2005
Cannonsgate at Bogue Sound
01
291
10/28/2005
Cannonsgate at Bogue Sound
01
292
10/19/2005
Cannonsgate at Bogue Sound
01
293
11/10/2005
Cannonsgate at Bogue Sound
02
294
7/24/2006
Cannonsgate at Bogue Sound
02
295
2/24/2006
Cannonsgate at Bogue Sound
02
296
4/7/2006
Cannonsgate at Bogue Sound
02
297
5/8/2006
Cannonsgate at Bogue Sound
02
298
5/26/2006
Cannonsgate at Bogue Sound
02
299
6/20/2006
Cannonsgate at Bogue Sound
02
300
6/2/2006
Cannonsgate at Boga:c Sound
02
301
12/16/2005
Cannonsgate at Bogue Sound
02
302
12/15/2005
Cannonsgate at Bogue Sound
02
303
2/13/2006

Cannonsgate at Bogue Sound
02
304
1/23/2007
Cannonsgate at Bogue Sound
02
305
3/31/2006
Cannonsgate at Bogue Sound
02
306
2/17/2606
Cannonsgate at Bogue Sound
02
307
6/23/2006
Cannonsgate at Bogue Sound
02
308
7/31/2006
Cannonsgate at Bogue Sound
02
309
1/10/2006
Cannonsgate at Bogue Sound
02
310
4/17/2006
Cannonsgate at Bogue Sound
02
311
1/10/2006
Cannonsgate at Bogue Sound
02
312
12/22/2005
Cannonsgate at Bogue Sound
02
313
1/19/2006
Cannonsgate at Bogue Sound
01
314
10/17/2005
Cannonsgate at Bogue Sound
01
315
10/17/2005
Cannonsgate at Bogue Sound
01
316
10/17/2005
Cannonsgate at Bogue Sound
01
317
10/17/2005
Cannonsgate at Bogue Sound
01
318
10/19/2005
Cannonsgate at Bogue Sound
01
319
10/19/2005
Cannonsgate at Bogue Sound
01
320
11/30/2005
Cannonsgate at Bogue Sound
01
321
11/4/2005
Cannonsgate at Bogue Sound
01
322
10/21/2005
Cannonsgate at Bogue Sound
01
323
10/19/2005
Cannonsgate at Bogue Sound
01
324
10/19/2005
Cannonsgate at Bogue Sound
01
325
11/8/2005
Cannonsgate at Bogue Sound
01
326
12/2/2005
Cannonsgate at Bogue Sound
m
327
10/19/2005
Cannonsgate at Bogue Sound
01
328
10/19/2005
Cannonsgate at Bogue Sound
01
329
10/19/2005
Cannonsgate at Bogue Sound
01
330
12/2/2005
Cannonsgate at Bogue Sound
01
331
10/20/2005
Cannonsgate at Bogue Sound
01
332
10/31/2005
Cannonsgate at Bogue Sound
01
333
10/19/2005
Cannonsgate at Bogue Sound
01
334
10/17/2005
Cannonsgate at Bogue Sound
01
335
10/19/2005
Cannonsgate at Bogue Sound
01
336
10/19/2005
Cannonsgate at Bogue Sound
01
337
10/19/2005
Cannonsgate at Bogue Sound
01
338
10/19/2005
Cannonsgate at Bogue Sound
01
339
10/19/2005
Cannonsgate at Bogue Sound
01
340
1/12/2006
Cannonsgate at Bogue Sound
01
341
11/4/2005
Cannonsgate at Bogue Sound
01
342
10/19/2005
Cannonsgate at Bogue Sound
01
343
11/23/2005
Cannonsgate at Bogue Sound
01
344
11/1/2005
Cannonsgate at Bogue Sound
01
345
10/19/2005
Cannonsgate at Bogue Sound
01
346
10/31/2005
Cannonsgate at Bogue Sound
01
347
10/17/2005
Cannonsgate at Bogue Sound
01
348
10/25/2005
Cannonsgate at Bogue Sound
01
349
10/28/2005
Cannonsgate at Bogue Sound
01
350
11/18/2005
Cannonsgate at Bogue Sound
01
351
10/19/2005
Cannonsgate at Bogue Sound
01
352
10/28/2005
Cannonsgate at Bogue Sound
01
353
10/31/2005
Cannonsgate at Bogue Sound
01
354
10/24/2005

Cannonsgate at Bogue Sound
01
355
10/29/2005
Cannonsgate at Bogue Sound
01
356
11/3/2005
Cannonsgate at Bogue Sound
01
357
10/19/2005
Cannonsgate at Bogue Sound
01
358
10/19/2005
Cannonsgate at Bogue Sound
01
359
10/19/2005
Cannonsgate at Bogue Sound
01
360
10/21/2005
Cannonsgate at Bogue Sound
01
361
10/28/2005
Cannonsgate at Bogue Sound
01
362
10/19/7005
Cannonsgate at Bogue Sound
01
363
10/19/2005
Cannonsgate at Bogue Sound
01
364
10/19/2005
Cannonsgate at Bogue Sound
01
365
10/17/2005
Cannonsgate at Bogue Sound
01
366
10/19/2005
Cannonsgate at Bogue Sound
01
367
10/19/2005
Cannonsgate at Bogue Sound
01
368
11/15/2005
Cannonsgate at Bogue Sound
01
369
11/16/2005
Cannonsgate at Bogue Sound
01
370
10/19/2005
Cannonsgate at Bogue Sound
01
371
10/19/2005
Cannonsgate at Bogue Sound
01
372
10/19/2005
Cannonsgate at Bogue Sound
01
373
10/28/2005
Cannonsgate at Bogue Sound
01
374
10/19/2005
Cannonsgate at Bogue Sound
01
375
10/19/2005
Cannonsgate at Bogue Sound
01
376
10/19/2005
Cannonsgate at Bogue Sound
01
377
10/19/2005
Cannonsgate at Bogue Sound
ni
378
10/19/2005
Cannonsgate at Bogue Sound
01
379
10/18/2005
Cannonsgate at Bogue Sound
01
380
10/26/2005
Cannonsgate at Bogue Sound
01
381
10/21/2005
Cannonsgate at Bogue Sound
01
382
10/27/2005
Cannonsgate at Bogue Sound
01
383
10/19/2005
Cannonsgate at Bogue Sound
01
384
10/19/2005
Cannonsgate at Bogue Sound
01
385
10/19/2005
Cannonsgate at Bogue Sound
01
386
10/19/2005
Cannonsgate at Bogue Sound
01
387
10/19/2005
Cannonsgate at Rogue Sound
01
388
10/14/2005
Cannonsgate at Bogue Sound
01
389
Cannonsgate at Bogue Sound
01
390
Cannonsgate at Bogue Sound
01
391
Cannonsgate at Bogue Sound
01
392
Cannonsgate at Bogue Sound
01
393
10/19/2005
Cannonsgate at Bogue Sound
01
394
10/18/2005
Cannonsgate at Bogue Sound
01
395
10/19/2005
Cannonsgate at Bogue Sound
01
396
10/19/2005
Cannonsgate at Bogue Sound
01
397
1/23/2007
Cannonsgate at Bogue Sound
01
398
11/16/2005
Cannonsgate at Bogue Sound
01
399
10/25/2005
Cannonsgate at Bogue Sound
01
400
10/19/2005
Cannonsgate at Bogue Sound
01
401
10/31/2005
Cannonsgate at Bogue Sound
01
402
10/28/2005
Cannonsgate at Bogue Sound
01
403
10/19/2005
Cannonsgate at Bogue Sound
01
404
11/16/2005
Cannonsgate at Bogue Sound
01
405
10/25/2005

CannonsgateatBogue Sound
01
406
10/19/2005
Cannonsgate at Bogue Sound
01
407
10/19/2005
Cannonsgate at Bogue Sound
01
408
10/24/2005
Cannonsgate at Bogue Sound
01
409
10/19/2005
Cannonsgate at Bogue Sound
01
410
12/5/2005
Cannonsgate at Bogue Sound
01
411
10/28/2005
Cannonsgate at Bogue Sound
01
412
10/19/2005
Cannonsgate at Bogue Sound
Oi
413
10/19/2005
Cannonsgate at Bogue Sound
01
414
10/19/2005
Cannonsgate at Bogue Sound
01
415
10/19/2005
Cannonsgate at Bogue Sound
01
416
10/19/2005
Cannonsgate at Bogue Sound
01
417
11/15/2005
Cannonsgate at Bogue Sound
01
418
10/17/2005
Cannonsgate at Bogue Sound
01
419
10/12/2005
Cannonsgate at Bogue Sound
01
420
12/8/2005
Cannonsgate at Bogue Sound
01
421
1/23/2007
Cannonsgate at Bogue Sound
01
422
4/17/2006
Cannonsgate at Bogue Sound
01
423
11/30/2005
Cannonsgate at Bogue Sound
01
424
12/9/2005
Cannonsgate at Bogue Sound
01
425
10/17/2005
Cannonsgate at Bogue Sound
01
426
11/4/2005
Cannonsgate at Bogue Sound
01
427
11/10/2005
Cannonsgate at Bogue Sound
01
428
5/19/2006
Cannonsgate at Bogue Sound
ni
429
10/20/2005
Cannonsgate atBogue Sound
01
430
11/10/2005
Cannonsgate at Bogue Sound
01
431
11/10/2005
Cannonsgate at Bogue Sound
01
432
11/10/2005
Cannonsgate at Bogue Sound
01
433
11/3/2005
Cannonsgate at Bogue Sound
01
434
11/16/2005
Cannonsgate at Bogue Sound
01
435
11/16/2005
Cannonsgate at Bogue Sound
01
436
10/19/2005
Cannonsgate at Bogue Sound
01
437
12/28/2005
Cannonsgate at Bogue Sound
01
438
10/24/2005
Cannonsgate at Bogue Sound
01
439
10/25/2005
Cannonsgate at Bogue Sound
01
440
10/19/2005
Cannonsgate at Bogue Sound
01
441
11/16/2005
Cannonsgate at Bogue Sound
01
442
10/25/2005
Cannonsgate at Bogue Sound
01
443
10/19/2005
Cannonsgate at Bogue Sound
01
444
10/19/2005
Cannonsgate at Bogue Sound
01
445
11/16/2005
Cannonsgate at Bogue Sound
01
446
10/19/2005
Cannonsgate at Bogue Sound
01
447
11/10/2005
Cannonsgate at Bogue Sound
01
448
10/19/2005
Cannonsgate at Bogue Sound
01
449
10/24/2005
Cannonsgate at Bogue Sound
01
450
10/19/2005
Cannonsgate atBogue Sound
01
451
10/26/2005
Cannonsgate at Bogue Sound
01
452
11/9/2005
Cannonsgate at Bogue Sound
01
453
2/3/2006
Cannonsgate at Bogue Sound
01
454
10/19/2005
Cannonsgate at Bogue Sound
01
455
10/19/2005
Cannonsgate at Bogue Sound
01
456
12/28/2005

CannonsgateatBogue Sound
01
457
1/23/2007
Cannonsgate at Bogue Sound
01
458
11/16/2005
Cannonsgate at Bogue Sound
01
459
10/19/2005
Cannonsgate at Bogue Sound
01
460
10/19/2005
Cannonsgate at Bogue Sound
01
461
10/25/2005
Cannonsgate at Bogue Sound
01
462
11/15/2005
CannonsgateatBogue Sound
01
463
10/31/2005
Cannonsgate at Bogue Sound
01
464
11/15/2005
Cannonsgate at Bogue Sound
01
465
10/17/2005
Cannonsgate at Bogue Sound
01
466
3/22/2006
Cannonsgate at Bogue Sound
01
467
10/20/2005
Cannonsgate at Bogue Sound
01
468
4/27/2006
Cannonsgate at Bogue Sound
01
469
12/15/2005
Cannonsgate at Bogue Sound
01
470
11/4/2005
Cannonsgate at Bogue Sound
01
471
11/4/2005
Cannonsgate at Bogue Sound
01
472
10/19/2005
Cannonsgate at Bogue Sound
01
473
11/15/2005
Cannonsgate at Bogue Sound
01
474
11/2/2005
Cannonsgate at Bogue Sound
01
475
10/19/2005
Cannonsgate at Bogue Sound
01
476
7/25/2006
Cannonsgate at Bogue Sound
01
477
11/11/2005
Cannonsgate at Bogue Sound
01
478
11/15/2005
Cannonsgate at Bogue Sound
01
479
10/19/2005
Cannonsgate at Bogue Sound
01
480
12/9/2005
Cannonsgate at Bogue Sound
01
481
Cannonsgate at Bogue Sound
01
482
11/8/2005
Cannonsgate at Bogue Sound
01
483
11/10/2005
Cannonsgate at Bogue Sound
01
484
10/19/2005
Cannonsgate at Bogue Sound
01
485
10/24/2005
Cannonsgate at Bogue Sound
01
486
10/19/2005
Cannonsgate at Bogue Sound
01
487
10/31/2005
Cannonsgate at Bogue Sound
01
488
10/19/2005
Cannonsgate at Bogue Sound
01
489
10/19/2005
Cannonsgate at Bogue Sound
01
490
10/27/2005
Cannonsgate at Bogue Sound
01
491
10/27/2005
Cannonsgate at Bogue Sound
01
492
10/24/2005
Cannonsgate at Bogue Sound
01
493
10/28/2005
Cannonsgate at Bogue Sound
01
494
11/8/2005
Cannonsgate at Bogue Sound
01
495
12/2/2005
Cannonsgate at Bogue Sound
01
496
12/16/2005
Cannonsgate at Bogue Sound
01
497
10/19/2005
Cannonsgate at Bogue Sound
01
498
10/19/2005
Cannonsgate at Bogue Sound
01
499
10/19/2005
Cannonsgate at Bogue Sound
01
500
11/16/2005
Cannonsgate at Bogue Sound
01
501
10/31/2005
Cannonsgate at Bogue Sound
01
502
10/21/2005
Cannonsgate at Bogue Sound
01
503
11/15/2005
Cannonsgate at Bogue Sound
01
504
10/19/200S
Cannonsgate at Bogue Sound
01
505
11/19/2005
Cannonsgate at Bogue Sound
01
506
10/25/2005
Cannonsgate at Bogue Sound
01
507
11/16/2005

Canhonsgate atBogue Sound
01
508
3/31/2006
Cannonsgate atBogue Sound
01
509
10/21/2005
Cannonsgate atBogue Sound
01
510
11/28/2005
Cannonsgate atBogue Sound
01
511
10/19/2005
Cannonsgate atBogue Sound
01
512
10/19/2005
Cannonsgate atBogue Sound
01
513
Cannonsgate atBogue Sound
02
514
12/15/2005
Cannonsgate atBogue Sound
02
515
12/20/2005
Cannonsgate atBogue Sound
02
516
12/15/2005
Cannonsgate atBogue Sound
02
517
12/15/2005
Cannonsgate atBogue Sound
02
518
2/13/2006
Cannonsgate atBogue Sound
02
519
12/19/2005
Cannonsgate atBogue Sound
02
520
12/8/2005
Cannonsgate atBogue Sound
02
521
2/17/2006
Cannonsgate atBogue Sound
02
522
12/8/2005
Cannonsgate atBogue Sound
02
523
Cannonsgate atBogue Sound
02
524
Cannonsgate atBogue Sound
_
525
The above report is true and accurate to the best of my knowledge, as of
06.22.2011. Please accept this report as proof of the >50% sales
requirement associated with R.A. North Development's State Stormwater
Permit Ownership
C�hang�eeRReques . /
Randolph M. Allen Date
President, R.A. North Development, Inc

y b Q
BUSINESS CORPORATION
ANNUAL REPORT
NAME OF }BUSINESS CORPORATION: R.A. North Development, Inc.
FISCAL YEAR ENDING: 2011
SECRETARY OF STATE CORPORATE ID NUMBER: 0701958
NATURE OF BUSINESS: Develapment
REGISTERED AGENT: Allen, Randolph M.
REGISTERED OFFICE MAILING ADDRESS: 3129 Springbank Lune
Charlotte, NC 28226
-1-0-6167634
i
For year 2011
Do not data enter manually.
STATE. OF INCORPORATION: NC
REG ISTERED OFFICE STREET ADDRESS: 3126 Springbank Lane, Suite 200
Charlotte, NC 282261fecklenburg County
PRINCIPAL OFFICF, TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
PRINCIPAL OFFICERS:
_Name: Randolph M. Allen
Title: President
Address:
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
3129 Springbank Lane. Suite 200
Charlotte, NC 28226
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
Name: Randolph AY Allen
Title' Treasurer
Address:
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
_Name: Randolph If Allen
Title: Secretary
Address:
3 129 Springbank Lane, Suite 200
Charlotte, NC 28226
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED 13Y ALL BUSINESS CORPORATIONS
Randolph M. Allen 03/29/2011
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Randolph M. Allen
DATE
President
TYPE OR PRINT NAME TYPE OR PRINT17ITLE
ANNUAL REPORT FEE: $18 MAIL TO: Secretary of State - Corporations Division - Post Office Box 29525 - Raleigh, NC 27626-0525
It 2 6 Z011

Narrative IUL 13
Modification Request
Stormwater Permit SW8 050516 ��
Cannonsgate at Bogue Sound
Carteret County
June 20, 2011
State Stormwater Permit SW8 050516 was issued to R.A. North Development, Inc. (Randy Allen,
President) on June 2, 2005 for development of Cannonsgate at Bogue Sound, located on Highway 24 in
Carteret County. The low density subdivision with a curb outlet system has been built and most of the
lots sold to others. However, the stormwater permit has not been transferred to the subdivision
property owners association or another entity. Therefore, R.A. North Development, Inc. remains the
holder of the stormwater permit and controls any reallocation of built -upon -area (BUA) currently set
aside for future development.
The purpose of the current modification request is to reallocate 3,585 square feet of BUA set aside for
future development to Lot #437 (Phase 1). Previous plan revisions.to SW8 050515 were approved in
2006 and 2007 in two separate modification actions. Both modifications reallocated BUA, as shown in
the attached table "BUA Tracking & Requested Allocation." The table traces the changes in BUA
allocations from the original permit through the 2006 and 2007 plan revisions, as well as the current
proposed reallocation.
A plan revision approved on January 23, 2006 included adding a temporary sales office with parking
(+ 9,817 sq ft), reducing boat storage (- 9,000 sq ft), and reducing "Future Development Area" allocation
from 89,024 to 88,207 sq ft (-817 sq ft). The reallocation resulted in no net increase to the permitted
impervious area.
A second plan revision was approved on August 22, 2007 to provide for the final design of the amenity
site. The revisions included adding a post office (+ 14,162 sq ft), adding a club house area (+ 68,272 sq
ft), adding a pavilion and boat ramp parking area (+ 7,653 sq ft), adding road additions of hammerheads
and turn-arounds ( + 4,454 sq ft), reducing sidewalks and trails from 104,191 to 77,244 sq ft
(-26,947), and reducing the "Future Development Area" from 88,207 to 20,613 sq ft (-67,594 sq ft). This
reallocation also resulted in no net increase to the permitted impervious area.
A portion of the Cannonsgate subdivision, including Lot #437, is located within the 575' CAMA
Outstanding Resource Waters (ORW) Coastal Shoreline Area of Environmental Concern (AEC). CAMA and
water quality regulations limit development within this AEC to no more than 25%. The stormwater
permit specifies the allowed square feet of BUA within the AEC, as well as the permitted square feet of
BUA within the total development area. The 2006 permit revision made no changes to the allowed BUA
within the ORW AEC. However, the 2007 permit revision reallocated BUA within the AEC, but with no
net increase, as shown on the attached table.

This request reallocates 3,585 square feet, currently set aside for future development within the CAMA
ORW AEC, to BUA allocated to the subdivision lots (specifically Lot #437) within the CAMA ORW AEC.
SW8 050516 currently allocates 3080 sq ft of BUA to Lot #437, with a total lot area of 311,530 square feet
(per Attachment D of the original permit application). With the current request, the total BUA available
to Lot #437 will be 6,665 square feet.
A Declaration of Protective Covenants, Restrictions, Easements, Charges, and Liens for Cannonsgate at
Bogue Sound has been recorded with the Carteret County Register of Deeds. The Declaration specifies
the maximum amount of BUA allowed for each lot, including Lot #437. Upon approval of this permit
modification request, a deed restriction and/or covenant to increase the allowed BUA for Lot #437 to
6,665 square feet will be recorded with the Register of Deeds.

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DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph H - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
COPY
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Cannonsgate at Bogue Sound
2. Location of Project (street address):
NC Highway 24
City: Cape Carteret County: Carteret Zip: 28584
3. Directions to project (from nearest major intersection):
5 miles east of the intersection of Highway 24 and Highway 58
4. Latitude; 34* 42' 50" N Longitude: 76° 59' 03" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 050516 , its issue date (if known) Tune 2, 2005 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* ''provide a designer's certification
2. Specify the type of project (check one):
®Low Density [:]High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from 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):
®CAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: CAMA Major 120-88, issued Tune 29.1988; Sedimentation/Erosion
Control Carteret 2005-327, issued Tuly 10, 2005; 401 Water Quality Certification 20050963, issued Tiny 15,
2005; NPDES Construction Permit NCR001490.
JUL 13 2011
Fonn SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Officials name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the eject):
Applicant/Organization R.A. North Develoument, Inc.
Signing Official & Title: Randy Allen, President
b. Contact information for person listed in item 1a above:
Street Address: 7009 Whitemarsh Court
City: Charlotte State: NC Zip: 28201
Mailing Address (if applicable): Same as above
City: State: Zip:
Phone. (704 ) 321-0401 Fax:
Email:
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:
Mailing Address (if applicable):
City:
State:
Zip:
State: _ _ _ Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the projects 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 pfTmits: Carteret County
Point of Contact:lim) erinungs Phone #: (252 ) 728-8497
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Low density residential subdivision with a curb outlet system.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 252.28 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MW) Hline, and coastal wetlands landward from the NHW (or MHIline. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 25 %
9. How many drainage areas does the project have? 2 (1- within ORW Coastal Shoreline AEC, 2- entire property
area (Far high density, count 1 for each proposed engineered stormwater BMP. For low density and other projects, use
I 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.
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Bogue Sound
Sikes Creek &
Bogue
Sound
Stream Class *
SA/ORW
Sikes Creek
SA/HQW;
Bogue
'Sound
SA/ORW
Stream Index Number *
20-36-(0.5)
20-36-6-1-1 Sikes
Creek
Total Drainage Area (sf)
2,370,036
10,989,360
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Proposed Impervious Area** s
529,509
2,747,340
% Impervious Area** total
25
25
Im ervioue* Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
429,825
1,636,225
On -site Streets (sf)
149,185
795,035
On -site Parking (so
On -site Sidewalks (sf)
4,327
77,244
Other on -site (sf)
221,808
Future (sf)
9,172
17,028
Off -site (s
Existing BUA. *** (sf)
Total (sf):
529,509
2,747,340
" Stream Class and Index Number can be determined at: htW.Aortal.ncdenr.org veb/wq(ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUM that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BLiA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe 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 BUT specified for this project. The latest versions of the forms can be downloaded
from h2g://]2ortal.ncdenr.org/web/wg/ws/su/bml2-manuaL
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 hM2://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. 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 at hgp://12ortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://]2ortal.ncdeiir.org/web/hLq/ws/­su/statesw/forms docs.
1. Original and one copy of the Stormwater Management Permit Application Form.
Form SWU-101 Version 07Jun2010 Page 4 of 7

2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part M 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�/
http:/ /www.olhelp.org/12aggs/ones=exgress.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/management for#( U
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the II LA -
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. PL la'
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: vl o•-
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.
L 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 starmwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Yl t�
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 SITYVT prior
to submittal, [phone].)
rl. L Ov
Vt(a"
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 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.
hM://www.secretaiy.state.nc.us/Corporations/`CSearr-h.aspx
form SWU-101 Version 071un2010 Page 5 of 7

VII, DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
hU://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC 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:
Consulting Firm: Coastal Planning Services, Inc., Kathy B. Vinson, AICP
Mailing Address: P.O. Box 827
City: Morehead City State: NC Zip: 28557
Phone: (252 ) 240-9297 Fax: (252 ? 247-5875
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 071un2010 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the 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 Fnformafion, item 1a) Randy Allen
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwate rules und7 15A NCAC 2H .10 0, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: G" '� Date: ' I 7-01 Zit i1
I��, \\ L i1a'- -�€,U� �a ry Public for the State of O __ `` It ounty of
XK3 1 0 rJ do hereby certify that M� L k - ��" personally appeared
before me this ZG day of gzu h.e a1D 1A and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL pplAftV par-
wimcounwome 20, 2013
�onE�
My commission expires
Form SWU-101 Version 07Jun2010 Page 7 of 7

Kathy Vinson
From: Lewis,Linda [[e-mail]]
Sent: Monday, May 09, 2011 8:48 AM
To: Kathy Vinson �
Kathy: ---� ---. .
Cc: Weaver, Cameron
Subject: RE: SW8 050516 reassignment of BUA i
JUL 12011
A narrative explaining the modification is needed.
Since no change to the original plans is needed to do a BUA swap, the vicinity map currently on the approved
plans will suffice.
Unless we are processing a name/ownership change for the permit, there is no need to submit SOS
documentation, assuming that the permit mod will be reissued to the current permittee.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Kathy Vinson rmailto:kbvinson(&ec.rr.com1
Sent: Monday, May 02, 2011 3:41 PM
To: Lewis,Unda
Subject: SW8 050516 reassignment of BUA
Linda,
We have a few questions about the modification request (to reassign BUA) for this permit.
We will submit the latest version of the SWU-101, as directed in your email of 9/23/10. A number of items
are listed under VI Submittal Requirements on the form, but were not listed in your email specifying what
is needed by your office. We know we need a letter outlining the requested changes, but felt we should
check with you on the following items, to avoid any delays.
• Should we also submit a detailed narrative?
• Is a USGS map required?
• Do we need to send documentation from the NC Secretary of State's office supporting the owner's
title and position within the corporation?
We have tracked the changes made to the original permit, and determined that the 'donor" area is in the
same drainage area as the Keesee lot We will submit a table with the modification request tracking
available/allowable SUA for tM area inside the 375' ©RW iine and the total development area.

Thanks for your help and patience. We hope to submit the request and supporting material soon.
(Kathy
252-240-9297
From: Lewis,Linda[mailto:linda.lewisCdncdenr.aovl
Sent: Thursday, September 23, 2010 11:52 AM
To: Kathy Vinson
Cc: Weaver, Cameron
Subject: RE: Cannonsgate stormwater permit
Kathy:
Taking some of the BUA allocated to the future development and assigning it to a lot can be done as a
modification in the regular program. Please submit the following items:
1. A $505.00 application fee. It doesn't matter who writes the check.
2. The latest version of the SWU-101 application, with the appropriate changes to the "lot" and "future"
BUA's listed in Section IV.10 of the application.
3. The application must be made in the name of and signed by the current permittee. We will not issue the
permit to the Keesees.
4. A cover letter outlining the requested changes.
5. A signed proposed amendment to the recorded deed restrictions for the new BUA on that lot. Make
sure that the Keesees follow the covenant prescribed process for amending the deed restrictions, if
there is one and if it's required.
6. A copy of this email.
You don't have to submit the project to me directly. If you just submit the package to the DWQ Wilmington
Regional Office Stormwater Section, 127 Cardinal Drive Ext., Wilmington, NC 28405, it will find one of us.
If applicable, please make sure the "donor" future area is located in the same drainage area and is treated
by the same BMP as the lot receiving the BUA will be.
Plans are not needed as nothing should be changing from the original permitted plans.
Linda
No virus found in this message.
Checked by AVG - www.avg.com
Version: 10.0.1321 / Virus Database: 1500/3626 - Release Date: 05/09/11

RANDY ALLEN, PRESIDENT
R.A. NORTH DEVELOPMENT, INC.
3-20 CUD1K1�QAK1V 1 ArklC" C111TC 7vr)
CHARLOTTE, NORTH CAROLINA 28336
September 23, 2010 RECEIVED
JUL 13 2011
Subject: Stormwater Permit No. SW8 050516
Cannonsgate at Bogue Sound $�`
Carteret County
To Whom It May Concern:
I hereby authorize Kathy B. Vinson, AICP of Coastal Planning Services, Inc. and John R. Freshwater III, PE
of Crystal Coast Engineering, PA to represent me in the permitting process for modifying the above
referenced stormwater permit. This authorization is limited to actions necessary to reallocate built -upon
area (BUA) in the subdivision by transferring 3585 square feet BUA currently assigned to future
development to Lot 437; owned by Kenneth D. and Gloria Keesee.
This reallocation action will result in a total of 6585 square feet of BUA being allocated to Lot 437, with
BUA available for future development decreasing by 3585 square feet. No other actions, except for
those necessary to accomplish the reallocation described in this letter, are authorized.
Please contact me at the above address if you have questions or need additional information.
;2,
/-Z�
Randy Allen

Kathy B. Vinson, AICP
Serving Coastal NC Since 1988
COASTAL PLANNING SERVICES, INC.
Land Use Planning and permit Assistance
Phone: [phone]
Fax: [phone] PO. Box 827
Cell: 252-240-9297 Morehead City, NC 28557
[e-mail]
Morehead City, NC 28557
July 11, 2011
Ms. Kelly Johnson
DWQ Stormwater Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
NNING SERVICES, INC.
,thy B. Vinson, AICP
id Use Planning and Development Assistance
Re: SW8 050516
Cannonsgate at Bogue Sound
Carteret County
Dear Kelly:
Office 252.354.4916
Fax [phone]
JUL 13 2011
Mr. Randy Allen of R.A. North Development, Inc. is requesting a modification to the above
referenced permit to reallocate 3585 square feet BUA currently set aside for future development
to Lot #437 (Phase 1) of Cannonsgate at Bogue Sound. State stormwater permit SW8 050516
currently allocates 3080 square feet to lot #437. With the additional BUA, the total allocation for
this lot will be 6665 square feet.
The following documents supporting this request are enclosed with this letter:
1. A check in the amount of $505.00 to cover the application fee, drawn on the account of
Dave and Gloria Keesee, current owners of Lot #437.
2. Original and one copy of the completed SWU-101 application, with appropriate changes
to the "lot" and "future" BUAs listed in Section IV.10.
3. Project narrative outlining the proposed changes.
4. `BUA Tracking & Requested Allocation'' table that traces the changes in BUA
allocations that have been executed in previous permit revisions, as well as the currently
proposed revision.
5. Original and one copy of the signed proposed amendment to the recorded deed
restrictions for the new BUA for Lot #437.
6. A copy of email correspondence with Linda Lewis from September 23, 2010 and May 9,
2011 specifying the information to be submitted in support of this request.
7. Letter from Randy Allen, dated September 23, 2010, authorizing me to act on behalf of
R.A. North Development, Inc. in this matter.

Kelly Johnson
July 11, 2011
Page Two
The subdivision has been built and most of the lots sold to others. However, R.A. North
Development, Inc. (Randy Allen, President) remains the holder of the stormwater permit and is
therefore shown as the applicant and property owner in Section III of the SWU-101 application.
This project was permitted under the coastal stormwater rules in effect in 2005. We understand
the revision request will be evaluated in accordance with those rules. rather than the ones
currently in effect. Therefore we have not completed those items in Section IV of the application
that are pertinent to calculation of total project area as computed by the current (2008) rules.
Other than the reallocation of BUA to Lot #437, no other modification to the existing permit is
requested.
We appreciate your assistance with this project. Please call me at 252-240-9297 if you have
questions or need additional information. You may also reach me at kbvinson cQec.rr.com
Sincerely,
Kathy B. Vinson, AICP
Enclosures

Completeness Revle Checklist
project Name: N ~mv ^,)b Received Date: 13 �yLq roll
Project Location: T Accepted Date: 13 :JU1L 10
Rule(s) 1:12008 Coastal
®1995 Coastal
0Phase 11(WiRO)
®Universal ®1988 Coastal
Type of Permit: New or
6Z or PR
Existing Permit # p(glor
PR): �j5� �PE Cert on File?
Density: HD or LD
Type: Commercial or esidentia
®NCG:
%: (96 OK?)
Stream Class:
A Map
®Offsite to SW8
Subdivided?: Subdivision
or Single Lot
!!
I ORW Mao f nFxemnt
Paperwork
Supplement(s) (1 original per BMP) BMP Type(s):
Cr&M with correct/original signatures (1 original per BNIP except LS/VFS and swales)
application with correct/original signatures �— 7 1{ = �cf< t wv\ a�kvxo
Carp or LLC: Sig. Auiii. tier StiS or it ;a�,� ' tO FteVleWe'%' ? ��K s to+ ndf `n A �f�'
�505 (within 6mo) 40 �rCO ? 3S'`Fi z,v1n h�T�fi'E� �TO
Soils Report with SHWT ((� \ IC � `S 10k wkl\ CbU
Calculations (signed/sealed) �C� \� C �Lj ��� b(PS 5��
No obvious errors
cl
,®D5ensity includes common eas, etc - � �� - ��! � -
pe
d Restrictions, if subdivided: %►l0/11 �o(rQl�c-
iigned & Notarized
Plans
M2 Sets
MGradh
ykrnity Map
Legend
Infiltration
Soils Report
SHWT: -,-
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
ElDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
OWetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
®DA Maps ®Project Boundaries
Wet Pond
®Soils Rep
SH
P:
rErrjoEed
Offsite
PE CeFt'for Master
eed Rest for Master
UA Permitted (Master):
BUA Proposed (Offsite):
Proposed:
Lot #:
®Lot # Matches Master
sf
sf
ornnncnd.

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: JK Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. 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.):
Cannonsgate at Bogue Sound
2. Location of Project (street address):
NC Hi hway 24
City: Cape Carteret County: Carteret Zip: 28584
3. Directions to project (from nearest major intersection):
5 miles east of the intersection of Highway 24 and Highway 58
4. Latitude: 34° 42' 50" N Longitude: 760 59' 03" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 050516 , its issue date (if known) Tune 2, 2005 , and the status of
construction: nNot Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from 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):
®CAMA Major ®Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater M404/401 Permit: Proposed Impacts
ac of Disturbed Area
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: LAMA Major 120-88, issued Tune 29,1988; Sedimentation/Erosion
Control Carteret 2005-327, issued Tiny 10, 2005; 401 Water Quality Certification 20050963, issued Tuly 15,
2005; NPDES Construction Permit NCR001490.
JUL 13 2011
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. 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 R.A North Development. Inc.
Signing Official & Title: Randy Allen, President
b.Contact information for person listed in item la above:
Street Address: 7009 Whitemarsh Court
City: Charlotte State: NC Zip: 28201
Mailing Address (if applicable): Same as above
City: State: Zip:
Phone: {704 ) 321-Ml Fax: ( )
Email:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Slap 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):
Properly 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:_
Phone.
State: Zip:
Fax: { )
3. a. (Optional) Print the name and title of another contact such as the projects 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: Carteret Coun
Point of Contact Jim TenninQs Phone #: (252 ) 728-8497
Form SWU-101 Version 07Jun2010 Page 2 of JUL 13 2011
BY:

1V. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Low density residential subdivision with a curb outlet system.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 252.28 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHKq line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 25 %
9. How many drainage areas does the project have? 2 (1- within ORW Coastal Shoreline AEC, 2- entire property
area; (For high density, count 1 for each proposed engineered stormwater BMP. For low density and other projects, use
1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
C ETVED
JUL 2011
BY:
Form SVVU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Bogue Sound
Sikes Creek &
Bogue
Sound
Stream Class *
SA/ORW
Sikes Creek
SA/HQW;
Bogue
Sound
SA/ORW
Stream Index Number *
20-36-(0.5)
20-36-6-1-1 Sikes
Creek
Total Drainage Area (sf)
2,370,036
10,989,360
On -site Drainage Area (sf)
al'5-70 0"
tow? U6
Off -site Drainage Area (sf)
Ma
Proposed Impervious Areas
5§; 509
2,747,340
% Impervious Area** total
25
25
Impervious" Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
429,825
1,636,225
On -site Streets (sf)
149,185
795,035
On -site Parking (sf)
On -site Sidewalks (sf)
4,327
77,244
Other on -site (sf)
221,808
Future (sf)
9,172
17,028
Off -site (sf)
Existing BUA*** (sf)
Total (st):
929Z09
1 2,747,340
* Stream Class and Index Number can be determined at: htig.y&ortal.nedenr.or /wg eb/wg(ps/csu/classifications
* Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per N. CAC 02B.0600.
111
V. SUPPLEMENT AND O&M FORMS
C�:IV1�,D
The applicable state stormwater management permit supplement and operation d mail4t6ia64% (66-4 for:
must be submitted for each BUT specified for this project. The latest versions of f ie forms can be downloade
from hU://Rortal.ncdenr.org/web/wq/ws/su/bmg-manuaL By:_
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 hM2://12ortal.ncdenr.org/web/3yq/ws/su/statesw/forms does. 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 at h=://Vortal.ncdenr.org/web/wg/ws/su/ma]2s)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents iviUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from bft://I?ortal.ncdenr.oriz/web/wg/ws/`­­su/statesw/forms does.
71k1. Original and one copy of the Stormwater Management Permit Application Form. ,
Form SWU-101 Version 07Jun2010 Page 4 of 7

2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 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�/
http://www.myhelp.org/pages/onestopexpress.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/management for !/
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the n
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. K (a,
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: v1 4'.
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, nunoff ralculatiens.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ki 0�
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"x11" copy of the MRCS 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].)
rl Ov
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21H.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.
htt2://www.secreigly.state.nc.us/Cori2orations/CSearch.asRx
JUL 13 2011
Form SWU-101 Version 07Jun2010 Page 5 of 7

Al. 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
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will ran 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:
Consulting Firm: Coastal Planning Services, Inc., Kathy B. Vinson, AICP
Mailing Address: P.O. Box 827
City: Morehead City
Phone: (252 ) 240-9297
Email: [e-mail]
State: NC Zip: 28557
Fax: (252 ) 247-5875
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
R EcEiVIED
JUL 1 3 2011
BY:
Form SW-101 Version 07Jun2010 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the 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
before me this _ day of
personally appeared
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 1a) Ran& Allen
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormte rules under 15,A�N/CAC 2H .10 0, SL 2006-246 (Ph. lI - Post Construction) or SL 2008-211.
Signature: �" Date:12.� !1
1, L iy' ik tQf�S� a ry Piiub--lic for thye, State of 0 t ounty of
`�tN 1 O rJ do hereby certify that U�� L r►i - personally appeared
before me this 20 day of 4zi&AP- and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
qWA"
SEAL wwrikc
Wor+ w Mc
'jN 920,2013
MYptr6tPf►es
My commission expires <�D —QLD - QE) t
LJUL 13 2011
BY:
Form SWU-101 Version 07Jun2010 Page 7 of 7

�I
Cannonsgate at Bogue Sound
Attachment D
TOTAL DEVELOPMENT AREA sn_ft acrp
Area of property
I 125i69961
287.35
Developable area (SA)
10989360
252.28
IMPEPAIIOUS AREA
On -site Streets
Total impervious (roads) area (RA) 1 7905811 18.15----- --- (A)
On -site Sidewalks
Total impervious (side -walks) area
63632
1.46
additional impervious side -walk) area
40560
0.93
Total
104191
2.39
(B)
(B1)
Club House & Parking
Parking
29282
Tennis Court
14400
Club House
6319
Total impervious (Club House & Parkin
50001 1.15------ -- (C)
Wastewater Facility & Boat Storage
Boat storage
60000
ww facility
20904
--------- (D)
lna=(B)+(B1 )+(C)+(D) , 3?5095 5.40
Total impervious area = (A) + (B) + B1 + C + D
Total impervious area 1 1025676 23.55-------- (E)
Total allowed impervious area = 25 % of Developable area
Total allowed impervious area 1 2747340 63.07--------- (F)
Total allowed impervious area for 525 lots = F - E
Total allowed impervious area for 525 lots 1721664 39.52
Total allowed impervious area per lot 0.08
Using Formula
(BUA / Lot) = f(SA x DF) - RA - OAl / (No. Lots
Proposed ( BUA / lot ) = 3200 sq.ft for 377 lots + 3080 sq.ft for 74 lots + 2680 sq.ft for 74 lots
Total proposed impervious area for lots 1 16326401 37.48�
Proposed DF = [(BUA / Lot No. Lots + RA + OA)] / SA
Proposed D 1 24.19%
Total proposed impervious area 2658316 61.03
Future development area 89024 2.04
Form SWU-104 Version 3.99

Cannonsgate at Bogue Sound
Attachment D
AREA INSIDE ORW LINE sn_ft ar_ra
Area of property
2473487
56.78
Developable area SA
23700361
54.41
IMPER`11^US AREA,
On�site Streets
Total impervious (roads) area (RA) 1 49-4781 3.43--------- (A)
On -site Sidewalks
Total impervious side -walks) area
9830
additional impervious (side -walk) area
5597
Total
15427
0.35
(B)
(B1)
OA = B +(B1) 1 15427 0.35
Total impervious area = A + B + ( B1
Total impervious area 1 1649051 3.79--------- (C)
Total allowed impervious area = 25 % of Developable area
Total allowed impervious area 1 5925091 13.60---- ---- (D)
Total allowed imnervinus area fnr 14R Intc = tni - tr.)
Total allowed impervious area for 148 lots
I 4M641
9.82
Total allowed impervious area per lot
2889
0.07
Using Formula
(BUA / Lot) _ [(SA x DF) - RA - OA] / (No. Lots)
(BUA / Lot) 1 28891 0.07
Proposed BUA / lot ) = 3080 s .ft for 74 lots + 2680 sq.ft for 74 lots
Total proposed impervious area for lots 1 426240 9.79
Proposed DF = FIRM / I ntl Nn I nts + (RA + M11 / SA
Proposed DF
24.5E/
591145
Total proposed impervious area
13.57
Future development area 1364 0.03
Form SW U-104 Version 3.99

ATTACHMENT B
PART III. PROJECT INFORMATION
ITEM 1. DETAILED NARRATIVE — Stormwater Management for
Cannonsgate at Bogue Sound
This project site is located in Carteret County at the confluence of Sikes Creek
and Bogue Sound. The 287 acre tract, formerly Broad Reach Development
owned by Mr. Steven Stroud and his associate, is generally covered with
timbered areas with medium to heavy underbrush and agriculture fields. The
subsurface soils are typical of soils in Eastern North Carolina. They are formed
from coastal deposits consisting predominately of strata of poorly graded fine
sands.
The existing drainage patterns at the site form two (2) drainage areas which
discharge to the Sikes Creek and Bogue Sound. The proposed subdivision is
designed to closely preserve these two (2) existing drainage patterns within the
project area.
The tract has elevations ranging from 2 feet to 24 feet NAVD 88, with an average
upland elevation of approximately �i i feel. Water depths range around from -3
feet near the proposed entrance to the basin at Bogue Sound to approximately -7
feet within the Marina basin. Mean lunar tide range in this area is approximately
3.5 feet. However, wind tidal amplitudes are commonly up to 1.5 feet. The waters
adjacent to the site are classified as SA and ORW waters by the NC Division of
Water Quality.
The Cannonsgate at Bogue Sound tract is currently owned by Mr. Steven Stroud
and his associate. R.A. North Development, Inc. intends to purchase the
property and develop the site as a low density residential community with an
associated marina along with recreational & service amenities. Planners realize
the project's success will rely heavily on the preservation of the tract's natural
features and aesthetic qualities. In this regard, they have designed this project
as environmentally sensitive and one that employs Best Management Practices
(BMPs). The proposed project seeks to achieve natural resource protection by
incorporating the following major design elements: minimize total density and
impervious surfaces; buffer coastal wetlands and waters; reduce site clearing
through fingerprinting; reduce paved right-of-ways; the use of native plant
materials wherever possible in site landscaping; and manage stormwater on -site.
The community will provide comfortable, residential living oriented around
recreational boating with amenities; ie. clubhouse, marina center, pool and other
outdoor activities. At the same time, it will minimize adverse impacts to the
environment and promote sensible, low -density development.
SWU-101 VER 3.99

The Cannonsgate at Bogue Sound protective covenants will reflect that no
individual boat dockage facilities other than those located within the upland area
will be allowed within the development. These protective covenants would be
enforceable by the Cannonsgate Homeowner's Association, individual
homeowners within Cannonsgate at Bogue Sound, and the State of North
Carolina.
The Cannonsgate at Bogue Sound property will be developed in a way that
should protect Sike Creek and Bogue Sound waters while accommodating
economic growth.
Eutrophication of Receiving Waters: The proposed residential development and
marina design will minimize potential nutrient run-off into nearby coastal waters.
All construction work associated with the development will be consistent with
requirements designated by the NC Divisions of Water Quality and Land Quality
permitting. Cannonsgate at Bogue Sound will also comply with the conditions of
the 401 Water Quality Certification and the Stormwater Management Permit
along with additional measures employed to prevent non -point source runoff from
the project site. Site clearing for residential units will be reduced through a
process known as fingerprinting. In many areas disturbances will be limited to the
building footprint, a reasonable construction buffer and yard, and the width of an
individual carriage iype driveway corridor. Minimizing impervious cover (e.g.
reducing paved surfaces) and facilitating on -site management of stormwater will
also help to preserve the functional integrity of adjacent waters.
Control measures and conditions within a Sedimentation and Erosion Control
Plan will be followed to prevent erosion and the transport of sediment off -site.
This project will comply with all applicable setbacks including the establishment
of a vegetative buffer to help filter nutrients and reduce non -point loading of
nearby waters.
Additional BMP's may be employed to minimize impact to sensitive groundwater
recharge areas. Measures may include applying gravel under decks to stabilize
non vegetated surfaces plus locating sheds and garage structures upland from
the shoreline. Grading will direct sheet flow runoff toward woody wetlands for
additional filtration prior to groundwater recharge.
The following comments address stormwater solutions for specific areas of the
development plan:
On -Site Pond Excavations will provide in excess of 200,000 cubic yards of
material for use on site as fill for road construction throughout the project and for
site development for the marina service areas. This fill will also be utilized to
prepare sites for developer constructed residential units. The excavated material
SWU-101 VER 3.99

consists of poorly graded sands that are considered excellent for compacted fill
for roadways, parking areas & building pads.
The Roadways throughout the project area will be constructed upon fill material
obtained during excavation of the ponds. This fill will be placed on grade and will
provide a roadway slightly above the adjoining existing grade. Small roadside
drainage swales will be constructed along the sides of the road beds and thus
runoff from pavement will sheet flow off the road shoulders to the swales on each
side of the roadway and infiltrate the poorly graded sandy soils. Existing
drainage crossing the roadbed fill will pass through culverts set at existing flow
inverts. Curb and gutters will be employed on some roads with curb outlets and
grass lined drainage swales. All swales will be constructed with 5:1 side slopes.
Residential lots have been carefully planned and will comply with applicable state
and setback requirements. Protective covenants will limit the impervious areas
constructed on each lot in order to comply with this low density classification.
Shared carriage type driveways will minimize impervious surfaces. Roof and
driveway stormwater runoff will be discharged through surrounding grassy areas
& swales and, in no case, will discharge directly into sensitive surface waters and
wetlands. The architecture of the residential housing places the structures near
the roadways thus leaving a significant vegetated buffer between the impervious
surfaces and the sensitive areas.
The Clubhouse and roof are located on an approximate 5 acre site upland from
the Marina Basin. The parking areas will be constructed on fill and elevated
above adjacent ground. Grass filter strips and sheet flow into adjacent
undisturbed vegetated areas will provide treatment to stormwater runoff from this
area. Roof runoff from the clubhouse will be gradually discharged through the
surrounding grassy areas.
The Boat Storage Area and Waste Water Facility will be constructed to ensure
the stormwater runoff from impervious surfaces will be gradually discharged
through the surrounding grassy areas.
The Curb Outlet Systems have been implemented strategically in order to relieve
the stormwater collected on the roads between curbs and gutters. Curbs and
gutters were not included in the design as a method of conveying stormwater.
The owner and architect chose to use curb and gutters on a few roads for
aesthetic value. Curb outlet systems will discharge into grass swales designed
to handle the stormwater runoff from a 20 year storm. Grass swales will be 10
feet wide constructed on a minimum 5 percent slope with 5:1 cross section side
slopes. The swales will be a minimum of 100 feet long. The transition from curb
outlet to swale will be protected with class B rip rap and the exit of the swale will
gradually level allowing water to leave the swale by sheet flow.
This project design has sought to avoid and minimize adverse impacts to existing
environmental resources. Avoidance and minimization efforts are evident in all
SWU-101 VER 3.99

aspects of the development. Targeted design elements will help to achieve
natural resource protection by minimizing site density and impervious surfaces,
buffering coastal wetlands and waters, managing stormwater on -site, and
promoting enhanced appreciation of environmental resources.
SWU-101 VER 3.99

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions with
curb outlet swales where lots will be subdivided and sold. Deed restrictions and protective covenants
are necessary to ensure that the development maintains a "built -upon" area consistent with the applicable regulation governing the density Ierel. The following, deed restrictions and covenants must}
be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
The covenants pertaining to stonnwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed wiin e o property boundaries, and that
portion of the fight -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, and
coquina, but does not include raised, open woos aecivng, or ire water surface of swimming
pools.
Note: If the BUA per lot varies, please substitute the following statement for the
paragraph above and provide a complete listing of the proposed BUA for each lot:
The maximum allowable built -upon area per lot is as follows:
Lot UA Lot # BUA Lot # BUA
�ac�rhe✓1��
These allotted amounts include any built -upon area constructed within the lot Property
boundaries, and that portion of the fight -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.
This project proposes a curb outlet system. Each designated curb outlet Swale shown on the
approved plan must be maintained at a minimum of.1 a0' long with 5,1(H: 10 side slopes or
flflatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, and maintain a dense vegetated cover
8 Filling in or piping of any vegetative conveyances (ditches, swales etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
9. Each lot will maintain a 30' wide vegetated buffer between impervious areas and surface
waters.
10. All roof drains shall terminate at least 30' from the mean high water marts of surface waters.
11. Filling in, piping or altering any designated 5 -1 curb outlet swale associated with the
development is prohibited by any perso► &

Canohsgate at Bogue Sound
Attachment D
II. BUILT UPON AREA SUPPLEMENT FORM & SUPPORTING DOCUMENTATION
Total Development Area Totals
Total hlumbcr of Lots with vested area of 3200 sq.ft 3; 7
Total Number of Lots with vested area of 3080 sq.ft 74
Total Number of Lots with vested area of 2680 sq.ft 74
Total Number of Lots 525
Total Lot Area (SQ. FT) 5243782
Total Vested Impervious Area (SQ. FT.) 1632640
Total Vested Impervious Area Percentage 31.13%
Area Inside ORW Line
Total Number of Lots with vested area of 3080 sq.ft 74
Total Number of Lots with vested area of 2680 sq.ft 74
Total Number of Lots 148
Total Lot Area (SQ. FT) 1718637
Total Vested Impervious Area (SQ. FT.) 426240
Total Vested Impervious Area Percentage 24.80%
Form SWU-104 Version 3.99 Drainage Area Summary

Cariontgate'at Bogus Sound
Attachment D
Total Number of Lots with vested area of 3080 sq.ft
Total Number of Lots with vested area of 2680 sq.ft
Total Number of Lots
Total Lot Area (SQ. FT)
Total Vested Impervious Area (SQ. FT.)
Total Vested Impervious Area Percentage
74
74
148
1,718,637
426,240
24.80%
Form SWU-104 Version 3.99 Area Inside ORW Line 4

MEMORY TRANSMISSION REPORT
FILE NO. 135
DATE 02.17 14:46
TO : 8 97944877
DOCUMENT PAGES
START TIME 02.17 14:47
END TIME -02.17 14:49
PAGES SENT 17 '
STATUS OK /
***
TIME :02-17-'11 14:49
FAX N0.1 :910-350-2018
NAME :DENR Wilmington
SUCCESSFUL TX NOTICE ***
state otzTort4 Car,Winm
Department of Environiaent nod Naturmi Itesoua-c'e
Wtimis=ton ROSionat Otaee
.1ldrw~& jr t Ae.Wkrs Governor FAX COVER $HEFT brs 1�}isw�rtaw. Secretary
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1717 1= i fnett Drive nxtamfi , Witmi-stun, NC 2840s - (9i0) 79r-72I5 - ^. noel Oppottunlq 44LEY7-tive Action EZmpioye�

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor
Date:
To:
Co: C.c�Gr r
FAX COVER SHEET
Dee Freeman, Secretary
No. Pages (excl. cover): I�'
From: Jo Casmer
Phone: L910) 796-7336
Fax: %�� �� % 1-7 Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 ,z [phone] a An Equal Opportunity Affirmative Action Employer

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Lewis,Linda� 0_S051(0
From: Prestige Land Surveying[[e-mail]]
Sent: Wednesday, April 20, 2011 10:28 AM
To: Lewis, Linda
Subject: Re: Cannonsgate Stormwater permit
Thank you so much!
Thats what I needed to know.
John
Prestige Land Surveying, P.A.
501 W. B. McLean Blvd.
Cape Carteret, NC 28584
252-393-2129
252-393-3075(fax)
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Prestige Land Surveying" <[e-mail]>
Sent: Wednesday, April 20, 2011 8:34:59 AM
Subject: RE: Cannonsgate Stormwater permit
RI77
Standard practice before issuing a modification to use permeable pavement, is for the permittee to show that,
in general, the soils in the subdivision are suitable.
This does not necessarily require a soil investigation. I think the intent here is to provide a generalized
characterization of the soils within the project area, using any available resources like NRCS data and the
county soils maps and descriptions.
After the permit is modified, the more site -specific soil survey is done on a lot -by -lot basis for those lots wishing
to utilize permeable pavement, and submitted to the permittee for approval.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties,
From: Prestige Land Surveying [maiito:[e-mail]]
Sent: Tuesday, April 19, 2011 3:06 PM
To: Lewis,Unda
Subject: Fwd: Cannonsgate Stormwater permit

Hey Linda,
Just checking to see that you had received this prior email and if possibly any answer yet.
Thanks
John A. Odom, P.L.S.
Prestige Land Surveying, P.A.
.501 W_ B. McLean Blvd.
Cape Carteret, NC 28584
252-393-2129
252-393-3075(fax)
----- Forwarded Message -----
From: "Prestige Land Surveying"<[e-mail]>
To: "Linda Lewis" <[e-mail]>
Sent: Monday, April 11, 2011 4:54:46 PM
Subject: Re: Cannonsgate Stormwater permit
Hey Linda,
So sorry that I have not done anything on this in a while. It kind of hit the back burner but the heat is rising on it
so I guess I need to move it out front.
I was wondering if you thought that since we where going to modify the permit to allow the HOA to basically
administer the pervious paver review if it would be possible; since all lots would not need or want pervious
pavers; to let individual lots have the soils investigation done on a lot by lot basis when they applied to the
HOA and just make that part of the application packet to the HOA. Just a thought, let me know if that's feasible
or totally in left field.
Thanks
John A. Odom, P.L.S.
Prestige Land Surveying, P.A.
501 W. B. McLean Blvd.
Cape Carteret, NC 28584
252-393-2129
252-393-3075(fax)
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Prestige Land Surveying" <[e-mail]>
Sent: Friday, August 6, 2010 11:33:21 AM
Subject: RE: Cannonsgate Stormwater permit
When the original Cannonsgate permit was issued in 2005, there was no provision or guidance for using
permeable pavement. Permeable Pavement was added to the BMP manual in 2007. This opened up the
possibility of the Division having to review and approve hundreds or perhaps thousands of individual lot
applications to use permeable pavement.
The Division decided that this was not feasible given the workload at the time, so we decided to allow any
previously permitted subdivision to apply for a permit modification to add the ability to use permeable
pavement. The modification would require a site -wide soils report to determine if the use of permeable
pavement was possible for the site.

Assuming a good soils report, specific language is added to the permit and makes the PERMITTEE the
responsible party for reviewing and approving applications from individual lot owners to use permeable
pavement. The permittee is also charged with the responsibility of making sure those lot owners who are
approved for permeable pavement do the required maintenance. The HOA may choose to cover that
maintenance as part of the HOA fees, or to simply back -charge the lot owners the cost of the drivewav
maintenance.
The Division provides the calculation and O&M forms and advice on how to review the application, but it is
pretty self-explanatory. Plug and chug some numbers on the spreadsheet, provide a lot -specific soils
investigation to pinpoint SHWT, and a to -scale lot plan showing the lot's BUA and the extent of the proposed
permeable pavement and details on the construction of the permeable pavement.
Since we are a little slow these days, the Division is willing to do the review for the use of permeable pavement
for your clients lot. It will be treated as any permit, and will require a $505 fee, to -scale lot plans, supplement
form and a signed O&M plan. Or, your client could wait for Mr. Allen to submit a modification to add permeable
pavement to the permit, and then just apply to Mr. Alien (or his designated rep such as the HOA) for the
permeable pavement.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC bivision of Water Quality
127 Cardinal brive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Prestige Land Surveying[mailto:[e-mail]]
Sent: Friday, August 06, 2010 11:04 AM
To: Lewis,Linda
Subject: Re: Cannonsgate Stormwater permit
Thanks so much Linda. My client has one of the "Green" lots and understands that he has 3,000 s.f. to deal with.
Why would the permit not allow pervious pavement since its an approved BMP?
John
Prestige Land Surveying, P.A.
501 W. B. McLean Blvd.
Cape Carteret, NC 28584
252-393-2129
252-393-3075(fax)
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Prestige Land Surveying"<[e-mail]>
Sent: Friday, August 6, 2010 9:00:38 AM GMT -05:00 US/Canada Eastern
Subject: RE: Cannonsgate Stormwater permit
John:

I pulled the permit to look at the assigned BUA per lot. Here's how it breaks down in the permit:
377 "Blue" Lots 1-304, 347-368 and 376-426 are limited to 3,200 sf.
74 "Red" Lots 305-346 and 463-514 are limited to 2,680 sf.
74 "Green" Lots 369-375, 427-482 and 515-525 are limited to 3,080 sf..
The colors refer to the approved Master plan and attachment D to the permit, where the lots are color -coded.
The interesting thing is that the deed restrictions (DB 1121 PG 146) were recorded at the permitted 3200 sf for
the "Blue" lots, but were recorded at a lesser value for the "Red" and "Green" lots: 2600 sf for the "Red" lots
and 3,000 sf for the "Green" lots. It's possible that the lawyer who wrote up and recorded the covenants
mistook the "8" for a zero.
My advice is to check with the permittee, Randy Allen, R.A. North Development, Inc. to see if they want to add
in that missing 80 square feet for the Red and Green lots. I can't require them to do that and I can't approve an
individual lot plan from your client showing more than the recorded maximum without a permit modification.
The project is currently permitted as overall low density with a curb outlet swaie system.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties,
From: Prestige Land Surveying[mailto:[e-mail]]
Sent: Thursday, August 05, 2010 3:11 PM
To: Lewis,Linda
Subject: Re: Cannonsgate Stormwater permit
Thank You so much for the info. it was and is most helpful.
John
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Prestige Land Surveying" <[e-mail]>
Sent: Thursday, August 5, 2010 2:33:58 PM GMT -05:00 US/Canada Eastern
Subject: RE: Cannonsgate Stormwater permit
John
If a lot is in a low density subdivision, and the owner doesn't have enough BUA to accomplish what he/she
wants to build on the lot, we have a few things that a lot owner can do to obtain more BUA. Most will require a
permit modification:
1. Buy another lot and use some of that allocated BUA. The lots must be legally combined into one lot.
4

2. "Work with the permittee to have them reallocate BUA from a lot or from any common area that the
' permittee still owns to your client.
3. Ask a neighbor if they have any BUA available that they can donate or sell to your client. We have
some example language for the required amendment to the covenants, which will require the approval
of the HOA.
4. Work with the permittee to modify the permit to allow for the use of permeable pavement. This will
potentially free up to 60% of the driveway area that is counted as impervious. A 1000 sf driveway
constructed of permeable pavement might only be counted as having 400 sf of actual BUA that counts
against the impervious allocation for the lot.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Prestige Land Surveying[mailto:[e-mail]]
Sent: Thursday, August 05, 2010 1:55 PM
To: Lewis,Linda
Subject: C;annonsgate Stormwater permit
Hey Linda.
I hope all is well with you these days.
I have a client in Cannonsgate that is building a house and has questions about the stormwater permit. I am
trying to help him stay in compliance and I have some questions I was hoping you can help me with. I think it
was or at least this lot was in a low density area with 3000 s.f. impervious allowed. The permit number is
SW8050516 I think. I got that info off the C.A.M.A. permit. I was wondering if he is allowed to utilize some
items from the BMP manual to help or enhance the stormwater requirements on his lot.
If it would be easier to discuss by phone please call. I am in the rest of this week and vacation next week(Yeah).
Thanks for your help.
John A. Odom, P.L.S.
Prestige Land Surveying, P.A.
501 W. B. McLean Blvd.
Cape Carteret, NC 28584
252-393-2129
252-393-3075(fax)

Lewis,Linda
From: Lewis,Linda
Sent: Friday, August 06, 2010 9:01 AM
To: 'Prestige Land Surveying'
Subject: RE: Cannonsgate Stormwater permit
John:
I pulled the permit to look at the assigned BUA per lot. Here's how it breaks down in the permit:
377 "Blue" Lots 1-304, 347-368 and 376-426 are limited to 3,200 sf.
74 "Red" Lots 305-346 and 483-514 are limited to 2,680 sf.
74 "Green" Lots 369-375, 427-482 and 515-525 are limited to 3,080 sf.
The colors refer to the approved Master plan and attachment D to the permit, where the lots are color -coded.
The interesting thing is that the deed restrictions (DB 1121 PG 146) were recorded at the permitted 3200 sf for
the "Blue" lots, but were recorded at a lesser value for the "Red" and "Green" lots: 2600 sf for the "Red" lots
and 3,000 sf for the "Green" lots. It's possible that the lawyer who wrote up and recorded the covenants
mistook the "8" for a zero.
My advice is to check with the permittee, Randy Allen, R.A. North Development, Inc. to see if they want to add
in that missing 80 square feet for the Red and Green lots. I can't require them to do that and I can't approve an
individual lot plan from your client showing more than the recorded maximum without a permit modification.
The project is currently permitted as overall low density with a curb outlet swale system.
Linda
Please note my new email address is Linda.Lewis@ncdenrgov
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Prestige Land Surveying[mailto:[e-mail]]
Sent: Thursday, August 05, 2010 3:11 PM
To: Lewis,Linda
Subject: Re: Cannonsgate Stormwater permit
Thank You so much for the info. it was and is most helpful.
John
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Prestige Land Surveying" <[e-mail]>

SeAt: Thursday, August 5, 2010 2:33:58 PM GMT -05:00 US/Canada Eastern
Subject: RE: Cannonsgate Stormwater permit
John
If a lot is in a low density subdivision, and the owner doesn't have enough BUA to accomplish what he/she
wants to build on the lot, we have a few things that a lot owner can do to obtain more BUA. Most will require a
permit modification:
1. Buy another lot and use some of that allocated BUA. The lots must be legally combined into one lot.
2. Work with the permittee to have them reallocate BUA from a lot or from any common area that the
permittee still owns to your client.
3. Ask a neighbor if they have any BUA available that they can donate or sell to your client. We have
some example language for the required amendment to the covenants, which will require the approval
of the HOA.
4. Work with the permittee to modify the permit to allow for the use of permeable pavement. This will
potentially free up to 60% of the driveway area that is counted as impervious. A 1000 sf driveway
constructed of permeable pavement might only be counted as having 400 sf of actual BUA that counts
against the impervious allocation for the lot.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Prestige Land Surveying[mailto:[e-mail]]
Sent: Thursday, August 05, 2010 1:55 PM
To: Lewis,Linda
Subject: Cannonsgate Stormwater permit
Hey Linda.
I hope all is well with you these days.
I have a client in Cannonsgate that is building a house and has questions about the stormwater permit. I am
trying to help him stay in compliance and I have some questions I was hoping you can help me with. I think it
was or at least this lot was in a low density area with 3000 s.f impervious allowed. The permit number is
SW8050516 I think. I got that info off the C.A.M.A. permit. I was wondering if he is allowed to utilize some
items from the BMP manual to help or enhance the stormwater requirements on his lot.
If it would be easier to discuss by phone please call. I am in the rest of this week and vacation next week(Yeah).
Thanks for your help.
John A. Odom, P.L.S.
Prestige Land Surveying, P.A.
501 W. B. McLean Blvd.
Cape Carteret, NC 28584

252-393-2129
252-393-3075(fax)

Lewis,Linda
From: Gene Euchler [[e-mail]]
Sent: Wednesday, June 16, 2010 8:24 AM
To: Lewis,Linda
Subject: RE: 050516.jun1 O
Ms. Lewis,
We have not been able to locate the stamped approved plans. Let me know how we can help further. Thank
you
From: Lewis,Linda [[e-mail]]
Sent: Monday, June 07, 2010 3:56 PM
To: Carl Huddle
Cc: Gene Euchler; Mike Gouin; Lonnie Dow
Subject: RE: 050516.jun10
Mr. Huddle:
Yes, thank you that letter is exactly what I've been looking for. My next question is about the approved plans —
both sets (sheets 004 and 005) are still in our file. Do you know if Mr. Allen received stamped approved plan
sheets 004 and 005 for the 2007 plan revision?
Thank you.
Linda
Please note my new email address is Linda.LewisO-)ncdenr.Qov
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Carl Huddle[mailto:[e-mail]]
Sent: Monday, June 07, 2010 4:47 PM
To: Lewis,Linda
Cc: Gene; Mike Gouin; Lonnie Dow
Subject: RE: 050516.jun10
Dear Linda:
Please find attached a pdf of a copy of the letter addressing the August 16, 2007 plan revision. I hope this is
what you were missing, but if you need additional information please feel free to call me.
Carl Huddle
252-633-2424
252-636-7529
From: Lewis,Linda [mailto:[e-mail]]
Sent: Monday, June 07, 2010 3:59 PM
To: Carl Huddle

Subject: 050516. j un 10
Mr. Huddle:
Attached is the letter I left you message about earlier today. Please call or email if you can assist the Division
in straightening out the confusion.
Thanks,
Linda

WNW
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 16, 2010
Mr. Randy Allen, President
R.A. North Development, Inc.
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
Subject: Approved Plan Revision — August 22, 2007
Cannonsgate at Bogue Sound
Stormwater Project No. SWS 050516
Carteret County
Dear Mr. Allen:
As per our previous correspondence, the Division approved a plan revision to the
subject project on August 22, 2007, however it appears that a copy of the approved
plans was not forwarded to you along with that approval letter.
Attached please find a copy of the approved plans that was intended to accompany the
August 22, 2007, plan revision approval letter. The approved plan revision changes are
outlined in the original August 22, 2007 plan revision approval letter. A copy of that
approval letter is also attached. Additionally, please be reminded that the permit issued
on June 2, 2005, remains in full force and effect. .
If you have any questions, please do not hesitate to contact me at [phone] or
email me at Iinda.lewis(M-ncdenr.aov.
Sincerely,
4e�c�v
Linda Lewis
Environmental Engineer III
GDS/arl: S:1WQSISTORMWATERILETTERS120101050516-2.jun10
cc: Carl Huddle, P.E., Carolina Engineers
Wilmington Reqional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] l Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
One
NQrthCatolina
Naturally
An Equal Opportunity l Affirmative Action Employer

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of )Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
August 22, 2007
Mr. Randy Allen, President
R.A. North Development,. Inc.
110 Matthews Station Street, Suite 2D
Matthews, NC 28106
Subject: Approved Plan Revision
Cannonsgate at Sogue Sound
Stormwater Project No. SW8 050516 Plan Revision
Carteret County
Dear Mr. Allen:
On August 16, 2007, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 050516. This revision is for the final design of the amenity
site. The revisions include adding a post office area (14,162 sq ft), adding a club house area
(68,272 sq ft), adding a pavilion and boat ramp parking area (7,653 sq ft), adding road
additions of hammerheads and turn-arounds (4,454 sq ft), reducing sidewalks and trails from
104,191 to 77,244 sq ft (Appendix D to permit, [-26,947 sq ft]),
(Appendix D to permit, 67,594 1
has been determined that a formal permit modification s notrequiredfor the proposedj)
changes. We are forwarding you an approved cony of the revised plans for your files. Please
replace the old approved plan Sheets 4 and 5 with the new Sheets 4 and 5.
Please be aware that all terms and conditions of.the permit issued on June 2, 2005, remain
in full force and effect. Please also understand that the approval of this revision to the
approved plans for the subject State Stormwater Permit is done on a case -by -case basis.
Any other changes to this project must be approved through this Office prior to
construction. The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7215.
Sincerely,
Rhonda Hall
Environmental Engineer
ENBlrbh: S:IWQSISTORMWATIREVISION1050516.aug07
IYAW
iris"i�farf ffiall,`Larieret County uiidthg lhoections
Rhonda all
Wilmington Regional Office
Central Files
°n`
Ycaroa
Nfd
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Customer Service
Wilmington Regional Office Internet: wutivnewaterquality. Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper

'Aux
��A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 7, 2010
Mr. Randy Allen, President
R.A. North Development, Inc.
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
Subject: August 2007 Plan Revision
Cannonsgate at Bogue Sound
Stormwater Project No. SW8 050516 Plan Revision
Carteret County
Dear Mr. Allen:
On August 16, 2007, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 050516. On August 22, 2007, the approved plan revision
was entered into our database, however, no signed copy of the approval letter could be located
and both of the plan sheets 004 and 005 with revision dates of January 8, 2007, were still in the
file, unapproved. The Division is interested to know if you ever received official approval of the
2007 plan revision. If you have a copy of the signed Plan Revision Approval letter dated August
22, 2007, please forward a copy to this office.
To refresh your memory, the August 2007 proposed plan revision covered the final design of the
amenity area, including a post office, a club house, a pavilion, a boat ramp parking area, and
roads. There were also some reductions proposed including sidewalks and trails. In. total, there
was a reduction of the "Future Development Area" allocation.
We would also like to know the status of construction of this proposed plan revision. If there
was some circumstance that interfered with the issuance of the plan revision, or if you
requested that the review of the plan revision be placed on hold for some reason, please
provide copies of that correspondence as soon as possible. Please be aware that all terms
and conditions of the permit issued on June 2, 2005, remain in full force and effect.
If you have any questions concerning this matter, please do not hesitate to call me at (910) 796-
7215.
Since ely,
Linda Lewis
Environmental Engineer III
GDS\arl: S:\WQS\STORMWAT\PERMIT\050516PR.jun10
cc: Carl C. Huddle, P.E., Carolina Engineers, PA
Katrina Marshall, Carteret County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] l Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
O
NQnftb. rc`1rofina
An Equal Oppoaunily 1 Affirmative Action Employer

August 22, 2007
Mr. Randy Allen, President
R.A. North Development, Inc.
110 Matthews Station Street, Smite 2D
Matthews, NC 28105
Subject: Approved Plan Revision
Cannonsgate at Sogue Sound
Stormwater Project No. SW8 050516 Plan Revision
Carteret County
Dear Mr. Allen:
On August 16, 2007, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 050516. This revision is for the
final design of the amenity site. The revisions include adding a post office area
(14,162 sq ft), adding a club house area (68,272 sq ft), adding a pavilion and
boat ramp parking area (7,653 sq ft), adding road additions of hammerheads and
turn-arounds (4,454 sq ft), reducing sidewalks and trails from 104,191 to 77,244
sq ft (Appendix D to permit, [-26,947 sq ft]), and reducing the "Future
Development Area" allocation from 88,207 to 20,613 sq ft (Appendix D to permit,
[-67,594]). It has been determined that a formal permit modification is not
required for the proposed changes. We are forwarding you an approved copy of
the revised plans for your files. Please replace the old approved plan Sheets 4
and 5 with the new Sheets 4 and 5.
Please be aware that all terms and conditions of the permit issued on June 2,
2005, remain in full force and effect. Please also understand that the approval
of this revision to the approved plans for the subject State Stormwater Permit
is done on a case -by -case basis. Any other changes to this project must be
approved through this Office prior to construction. The issuance of this plan
revision does not preclude the permittee from complying with all other
applicable statutes, rules, regulations or ordinances which may have
jurisdiction over the proposed activity, and obtaining a permit or approval prior
to construction.
If you have any questions concerning this matter, please do not hesitate to call
me at [phone].
Sincerely,
Rhonda Hall
Environmental Engineer
ENB1rbh: S:1WQSISTORMWATIREVISIONIi
cc: Carl C. Huddle, P.E., Carolina Enc
Katrina Marshall, Carteret County
Rhonda Hall
Wilmington Regional Office
Central Files
Al,(-) Sr She c/ COpy'
�s lWi� 1:5 /n {qQ
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C201007500237
Mar 02 10 1220p Robert Moore 252-52 1 SOSID: 0784336
Date Filed: 4/6/2010 2:52:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201007500237
STATE OF NORTH CAROLWA
DEPARTNWIT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGINTERED
OFFICE ANDIOR REG1,STERED AGENT
Pursuent to §55WI of the General Slautes of North Carolina, *0 undersigned erdity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
1NFORMATION CURRENTLY ON FILE
nw name of the entity is: Ca WgmMate at IE wn Sound Romeowners Aagelatioe. lLLe.
Entity TI w Elcawation. ❑%reuse Corporation, Woaprofit Corporation, ❑Foreign Nom wtb Cwporatio4
❑Limited Liability Compaay, ❑Foreign i3mited Liability Company ❑Limited Pwuerahi% ❑Foreign Limited Pw tership,
❑Limited Lia6aity PwbwrshiA ❑Foreign Limited Liability Paftnw hip
The street addt,ess and county oaf dte eettity's regisMd office curra* an Me is:
Number and Street 3129 Strrioffbark Lane
City, state, zip Code: CbadWMNC 2ss2?.b County: Madden6nrit
The mailing address V&ffw=tIm= dte aural address of The regid ered of currently on file is:
The name of the cement registered agennt is: MgC_oroacL Amon. Jr.
I.►a?w r�lruerrO;.r
r �
I. The street address and county of the new registered oboe ofthe entity is:
(complete d* item o* ¢the address Qf the regbened q#kv is being chart"
Nuralwand Street 1630 MMbry CatofSfX" Suits IN
City, StaK Zip Cade: WilmhWas, NC 28M County: Now Ir:naver
2. The tnailirtg address �raajroahf �e safseraddr+� ¢Elie new registered of iice is:
(ewapfete tits Item arty 1rdw address of die re0iia sd q*e Is bebW e
TU name ofCho now regialaed agw and the new agent's consart to appointmat appears bel
(Complete 0* flan ally Ow trance Qf the restw ed mew is betag g
- Dave }evron _Jr. -- - _— - - t-^' - -
TAw or Prlyd Now of New Agew ' Sigihotanr do tfe
4. Us address of the aift's registered office od Poe address of the business omw of its registered agent, as changed.
will be identical.
This sea IU ant will be effective upon film, urde w a dde and/or time is specified`
.10
This is the"` day of 20J (L.
140M Fwft ft b 7Ws d0cwK2t mrnc be lied with theftre aryoffim .
* hantand ofskMiui hare. the new reakiamd mart uM sip a saparata wd W4 Omni to the gW@iefae%k wbteh sort be ¢Yarned tsthir slatnnat.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGK NC Z7626-0622
Revised January 2002 Fort BE-06

North Carolina Secretary of State
Page 1 of 1
North Carolina
- Elaine F. Marshall DEPARTMENT OF THE
,
' 7 .-
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
Date: 6/4/2010
Corporations Home
C ck here to:
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Professional Corporations
Agent Name:
Allen, Randolph M.
NCSOS Authority to Dissolve
Registered Office Address:
3126 Springbank Lane, Suite 200
Register for E-Procurement
Charlotte NC 28226
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Registered Mailing Address:
3129 Springbank Lane
ONLINE ORDERS
Charlotte NC 28226
tart An Order
Principal Office Address:
3129 Springbank Lane, Suite 200
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Charlotte NC 28226
CONTACT US
Principal Mailing Address:
3129 Springbank Lane, Suite 200
Charlotte NC 28226
lCorporations Division
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ecretary of State Home
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Common Non Voting
90000 Yes
Printable Page
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10000 Yes
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=6167634 6/4/2010

C200909601215
SOSID: 0701958
Date Filed: 4/9/2009 7:58:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200909601215
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STA
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: R. A. North Development, Inc.
Entity Type: +❑Corporation, []Foreign Corporation, ❑Nonprofit Corporation, []Foreign Nonprofit Corporation,
❑Limited Liability Company, ❑Foreign Limited Liability Company []Limited Partnership, ❑Foreign Limited Partnership,
[]Limited Liability Partnership, []Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: 110 Matthews Station, Suite 2d
City, State, Zip Code: Matthews, NC 28105
County: Mecklenburg
The mailing address if di erent�rom the street address of the registered office currently on file is:
3129 Springbank Lane, Charlotte, N 28226
The name of the current registered agent is: Randolph M. Allen
I NEW INFORMATION 1
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 3129 Springbank Lane
City, State, Zip Code: Charlotte, NC 28226
County: Mecklenburg
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
Type or Print Name of New Agent • Signature c& Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the 3131 day of March , 2009 R. A. North Development, Inc.
/�► e� Entity N�me�.
Signature
Randolph M. Allen, President
Type or Print Name and 17111e
Notes: Filing fee is 85AL This document must be filed with the Secretary of State.
" instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attached to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 7002 Form BE-06

A
_ BUSINESS CORPORATION
b ANNUAL REPORT
NAME OF BUSINESS CORPORATION: R.A. North Development, Inc.
FISCAL YEAR ENDING: 2010
SECRETARY OF STATE CORPORATE ID NUMBER: 0701958
NATURE OF BUSINESS: Development
REGISTERED AGENT: Allen, Randolph M.
REGISTERED OFFICE MAILING ADDRESS: 3129 Springbank Lane
Charlotte, NC 28226
E-Filed Annual Report
-1-0-6167634
For year 2010
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 3126 Springbank Lane, Suite 200
Charlotte, NC 28226 Mecklenburg County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
PRINCIPAL OFFICERS:
Name: Randolph M, Allen
Title: President
Address:
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
Name: RandolphMAllen
Title: Treasurer
Address:
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
Name: Randolph MAllen
Title: Secretary
Address:
3129 SpringbankLane, Suite 200
Charlotte, NC 28226
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Randolph M. Allen
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Randolph M. Allen
02/24/2010
DATE
President
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $18 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

P.01
�c TRANSACTION REPORT
�c MAY-04-2009 MON
10:59 AM %K
FOR: NCDENR 910 350 2004
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�c
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M# DP �c
�c MAY-04 10:53 AM 919198294529 5'29" 17 FAX TX OK
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�K TOTAL 5M 29S PAGES: 17
State of North. Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor Dee Freeman, Secretary
FAX COVER SHEET
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CO:
FAX #: 0-(, t G
No. Of Pages: (excluding cover) C�
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CO: NC DENR
FAX#: [phone]
127 Cardinal Drive Extenslon, Wilmington, N.C. 284054W Telephone [phone]D5 Fax [phone]
An Equal Opportunity Affirmative Action Employer

Re: Summerhouse on Everett B,.y - Cannonsgate at Bogue Sound ... LID...
Subject: Re: Summerhouse on Everett Bay - Canonsgate at Bogue Sound ... LID / Impervious
From: Linda Lewis <[e-mail]>.
Date: Wed, 29 Oct 2008 10:20:30 -0400
To: "Richard Alsop Jr." <RAlsop@charettearchiteceom>
CC: Jim Cirello <jim@*c-la.net>, Richard Alsopk III <[e-mail]>, Michael
Tinsley<[e-mail]>, mwil [e-mail], Tom Kirsop
<[e-mail]>, [e-mail], [e-mail],
[e-mail], Greg Mayol.<[e-mail]>
Richard:
Ili regard to the 7 items, ,you listed for what you consider impervious and pervious, I
have the following comments:
1 , �Lgre.ed.
2. Agreed. The area under roof overhangs is counted as BUA, consistent with the
Division of Coastal Management. Gutters are not prohibited by the permit, which
requires the recorded deed restrictions to state that gutters must stop at least 30'
from MHW to allow an opportunity to sheet flow. Phis distance will be revised to 50' in
all new coastal stormwater permits.
3. Agreed. Any area under roof is impervious, even if it's slatted decking.
4. Counting retaining walls as impervious is stretching it a bit. I've never worried
about a wall that is 12" wide or less. Anything wider, or more than 100 square feet,
I'd include as impervious.
5. Agreed.
6. Agreed. Unless and until the permit is modified to allow the use of permeable
pavement, you cannot give any BUA credit for using it.
7. Agreed with the following stipulation - sidewalks which are adjacent roads that have
been constructed by the developer as shown on the approved plans should NOT be counted
against the lot's BUA allocation. Those sidewalks have already been included in the
overall BUA, so they should not be double -counted. That portion of a sidewalk and a
driveway, or anything else that is considered impervious, that is constructed by the
lot owner within the right-of-way, must be counted against that lot's BUA allocation.
Regarding items 8 through 12:
8. Agreed, as long as the ground beneath the decking is not concrete or some other
impervious material.
9. Disagree. All deck -type structures including driveways and sidewalks, must be RAISED
off the ground in order to be considered pervious. Decking placed directly on the
ground is no different than asphalt or concrete, and must be counted as impervious.
10. Disagree. Pea gravel used in landscape applications is fine because it will not be
driven over or be subject to compaction, however, a pea gravel driveway, even with
reinforced mesh fabric beneath must be counted as an IMPERVIOUS surface because it will
compact. Gravel is specifically included as an impervious surface in the rules, NCAC
2H.1000. .
11. Disagree. Pervious pavement credits are assigned by the Division of Water Quality
via the Permeable Pavement guidance in the BMP Manual, and not by the Carolina Concrete
Association. You may NOT give any BUA credit for the use of permeable pavement in
Summerhouse or Cannonsgate unless and until a permit modification is issued to add
these requirements. You are free to approve the use of permeable pavements in these
projects, but unless the stormwater permit is modified:, no BUA reduction credit can be
given and this should be reflected in any approvals issued by the ARB.
12. Interlocking concrete pavers are a form of permeable pavement subject to the
Permeable Pavement guidance in the BMP manual. You may NOT give any BUA credit to the
use of interlocking pavers in Summerhouse or Cannonsgate unless and until a permit
modification is issued to add these requirements.
Regarding items 13 & 14:
13. Culverts are generally installed on a bed of gravel, but the gravel is not directly
driven over, and therefore, not subject to compaction. The actual driveway area above
is all that needs to be counted as impervious here.
14. The pervious area above an underground storage tank is still counted as pervious.
1 of 9 10/29/2008 1

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
It should NOT be counted as impervious.
Please make sure that any information you transmit to the homeowners is based on my
comments. If in doubt about anything, please ask me or anyone on the stormwater review
staff.
Thanks for taking the time to make sure you're doing the lot approvals correctly. It
should prevent a lot of compliance problems down the road.
Linda
Richard Alsop Jr. wrote:
Good morning Ms. Lewis,
At our request, Mr. Jim Cirello of Mihaly-Cirello Landscape
Architecture & Planning contacted you recently regarding impervious
area limits at the Summerhouse on Everett Bay Community. Our firm,
Charette Architects serves on the Architectural Review Board for the
community and the ARC monitors the impervious area limits for each
home site in the community. Our firm also serves on the ARC in
Cannonsgate at Bogue Sound, a few miles north of Summerhouse.
Mr. Cirello's inquiry was to obtain an official opinion from your
department with respect to some of the more forward thinking ideas
such as rain gardens and other measures promoted.as part of the
sustainability movement that will no doubt be an integral component
of housing and community development in the future, but were not
included as options within the Summerhouse or Cannonsgate subdi�Tision
plans. We do clearly understand your response that cisterns and
bio-retention cells (aka rain gardens) need to be part of the entire
Master Plan scheme, not added one lot at a time to deal with BUA
overages. We cannot speak for the developer, but understand from
correspondence on other matters that a reapplication or modification
to the existing permit will not be made. Therefore, we are restricted
to what is stated in the permit. Those values are a matter of record
and published in the CCRs. The ARC does not approve any plan with an
amount of impervious area over what is permitted.
In order to have some assurance that a property owner is remaining
within limits for the impervious area, we require them to provide
documentation on a drawing that is prepared by a licensed person,
e.g. surveyor, landscape architect, architect or contractor that
shows the exact area of the impervious coverage planned. We also
require at the completion of the work a survey prepared and sealed by
a licensed surveyor showing the actual impervious coverage and
confirming that it is within the limits permitted for that site. We
do not permit one site to transfer a portion of its allocation to
another, but would do so if they were contiguous and owned by a
single owner, who legally had them resurveyed as one lot. In other
words, if an application or modification to the subdivision plan has
to be made, we do not permit that change.
We have been approached by various builders who state that the method
we use to calculate impervious area is not done by the same method
they use in other communities. Unfortunately, each of them has had a
definition that does not match what we understand from interpreting
2 of 9 10/29/2008 1,

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
the regulations. Therefore, just to get everyone on the same page, we
would like your department's confirmation that we are correctly
considering what is impervious and pervious, as follows:
_We are requiring that impervious area be measured to include:
1. The full building footprint.
2. Area directly under roof overhangs, but not including gutters
(gutters are not often shown on plans but are frequently added later
to finished homes...they are difficult to monitor and of such a small
total area that we do not administer them)
3. Full area under covered porches, whether over a slatted open deck
or not.
4. Footprints of garden or retaining walls (excluding wrought iron
fencing not over a wall)
5. Concrete driveways, patios and utility pads (HVAC equipment and
electrical transformers placed on pads on the ground).
6. Pervious concrete has been shown on some site plans, but is
considered by us at this. time to be impervious. See # 11.below.
7. The impervious area calculation for each lot includes all
impervious area „p t.,1- hilt not including the paved street installed
by the developer, even though the property line may be 20 feet from
the paved street. There was some question as to who should be charged
for the impervious pavement from the property line to the paved
street. Our position is that it should be calculated by the lot owner
as part of their site total.
_We would like your concurrence to count the following constructions
as pervious. (If a separate permit is required or if the change
requires a modification to the subdivision plan, we wish to remove
the item from consideration at this time):
8. Open decks or steps with space between the decking material.
Double stacked open decks are considered pervious, providing that
neither deck is water tight. We believe that this agrees with your
response to Mr. Cirello.
9. Wood plank or wood decking used as driveways or walkways. We have
seen photographic examples of decking placed directly on the ground
and used as patios, walkways and driveways. Since the slats have
spaces between them, similar to raised decks, we understand these to
be considered as pervious.
in. Dea nravel areas 6" less ,-1, r_, ,
• yam... deep or ic.�S Wit.ii perV10Us Za.0 I : below to
prevent weeds from migrating through. Where pea gravel is used in a
driveway application we will require the use of reinforced mesh to
stabilize the gravel so that it remains in place. (
http://www.reynoldspkg.com/alcoa-qeo/catalog/applications/Geoweb%20
E
3 of 9 10/29/2008 IL

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
11. Pervious concrete.
(http://www.perviouspavement.org/benefits,%20environmental.htm) As we
understand its application from an employee of the Carolina Concrete
Association, east of I-95 pervious concrete is allowed to be credited
with one half its value (a 600 SF area of pervious concrete is
considered 300 SF impervious), but within seven miles of the coast or
i ntra CG3St�.1 waterway / .l l � h d C ) i
5 �.. .....i vruy %G11 ^vi SUITIICIe r� GUSe aT'i �,anil CJii�gate/ she Value
is one third of that. (the 600 SF of pervious concrete is considered
to be equal to 500 SF impervious concrete, the owner only receives
credit for 100 SF.
12. Permeable interlocking concrete pavement.
(http://www.icpi.org/design/permeable avers.cfm). We have no data on
the value that this material is credited.
In the case of items above, if on -going monitoring is required to be
performed by the HOA, we would like to know its extent.
_The following are unknown and we would like to have your input.
13. Area under driveway culverts where the culverts are covered by
pervious materials.
14. Underground -storage tanks where they ate covered by pervious.
materials, and where they are not intended as measures to offset
impervious area limits. (this is a new consideration given for
individuals who wish to capture and store rainwater iia underground
storage tanks for irrigation - the question is whether a buried tank
in a yard creates an impervious area on its own merit)
Please on these questions as we will be giving formal guidance to the
property owners. We hope that this will minimize the need of property
owners to contact you directly.
Also, let me know if any of my questions require clarification.
Regards,
J. Richard Alsop, Jr. AIA, NCARB
Partner
*charette architects, pllc*
**800 West Hill Street, Suite 200******
**Charlotte****, NC 28208**
**704.358.8400 Ext. 16**
**Fax.[phone]**
**U**** ****Please consider the environment before printing this
4 of 9 10/29/2008 10:23 AM

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
email.**
**This transmission may contain information that is privileged,
confidential, legally privileged, and/or exempt from disclosure under
applicable law. If you are not the intended recipient, you are hereby
notified that any disclosure, copying, distribution, or use of the
information Contained '�. I � h here �1niC'�iidiiig any reiiaiiCe ti�ere0i.j 1S
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are believed to be free of any virus or other defect that might
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received this transmission in error, please immediately contact the
sender and destroy the material in its entirety, whether in
electronic or hard copy format. Thank you.******
Jim:
Unless the developers relax their requirement for "concrete"
driveways
and sidewalks, there are several options, all of which are labor
intensive, time -consuming and/or expensive.
During the permit application revie.., process, when. we notice that the
proposed BUA per lot is below 3,500 square feet, we consistently
advise
applicants to think about the potential problems down the road. Most
will indicate that they have looked at those lots and are OK with the
limit.
In the first place, the developer should NOT ever have approved that
plan knowing that it would surpass the BUA limit for that lot. That
is
the purpose of having an Architectural Review Board. If the lot owner
has a written approval from the ARB for.this lot indicating that the
BUA
is >2,800 sf, I will need a copy of that approval. We will NOT not be
able to issue a separate permit to that lot to exceed it's allocated
5 of 9 10/29/2008 10:23 AM

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
BUA. While cisterns and bioretention cells (aka rain gardens) are
wonderful options, they need to be part of the entire Master Plan
scheme, not added one lot at a time to deal with BUA overages. We
simply
do not have the staff to review and issue permits for individual lots
in
a permitted subdivision.
The following are your options:
1) Make sure that you have accurately accounted for the BUA on the
lot.
Raised, slatted, open decking and the water surface of a swimming
pool
is NOT considered BUA.
2) I would encourage you to persuade the developer to modify the
permit
to allow the use of pervious pavement by lot owners in this
sit11ation.
Requires a full permit modification, amended deed restrictions and a
soils report. Upon completion of the modification, the permittee is
charged with the responsibility of reviewing and approving requests
from
lot owners for pervious pavement installations.
3) Purchase a second lot (within the same area) and utilize some of
that
lot's BUA allocation. Requires a minor permit modification, an
amendment
to the recorded deed restrictions for both lots and approval by the
HOA.
4) Ask a neighbor to give or sell some of their BUA that they don't
need. Requires a minor permit modification, an as -built survey of the
donor lot's BUA, an amendment to the recorded deed restrictions for
both
lots, and approval by the HOA.
6 of 9 10/29/2008 10:23 AM

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
5) Ask the permittee to give that lot some BUA from one of the unsold
lots that he/she owns. Requires a minor permit modification, an
amendment to the recorded deed restrictions for both lots and
approval
by the HOA.
Linda
Jim Cirello wrote:
> Good Afternoon Linda,
> My name is Jim Cirello and I'm a landscape architect working on a
> residential landscape plan for a lot owner in Summerhouse on
Everett
> Bay. (Permit #SW8050509)
> I understand that there is a 2,800 sf limit on impervious surface
> allowed for the lot. Without reducing the size of the house, which
> accounts for 2,491 sf of impervious surface on the lot, we're
finding
> it almost impossible to include a driveway and front walk to the
> house, which must be concrete according to the design guidelines
for
> the community, while staying under the 2,800 sf maximum.
> We are interested in pursuing some sort of alternative method of
> reducing storm water runoff from the site to offset this situation.
We
> would be interested in either constructing a bio-retention area on
the
> site, or using rain barrels or a cistern to capture all roof runoff
7 of 9 10/29/2008 10:23 AM

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
to
> be used for irrigation. I have spoken to a number of engineers as
well
> as a few of the guys at Land Management Group regarding our options
> and how we may be able to proceed with this, and have not come to
any
> conclusion as to which path we should take to get these ideas
> approved. For a subdivision of over 1,000 home sites, I anticipate
> that this is a situation that will be quite common and I would love
to
> be part of developing a strategy for implementing some sort of LID
> method on the homeowner's lots.
> Please let me know if you have any thoughts or if you have the
opperturity to sit down together and discuss this project and the
> potential for helping to move LID concepts forward in this
community.
> Thanks
E
> *Jim Cirello, **RLA***
> 910-392-4355 (w) 1 910--791-9131 (f) 1 910-547-1951 (m)
[e-mail]
> */Mihaly-Cirello Landscape Architecture + Planning/*
> /5725 Oleander Drive Suite A7 Wilmington, NC 28403/
8 of 9 10/29/2008 10:23 AM

Re: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID...
> P /P_lease consider the environment before printing this email./
9 of 9 10/29/2008 10:23 AM

Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID / ...
Subject: Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID / Impervious
From: 'Richard Alsop Jr." <[e-mail]>
Date: Tue, 28 Oct 2008 11:42:18 -0400
To: <[e-mail]>
CC: "Jim Cirello" <[e-mail]>, 'Richard Alsop III"<[e-mail]>, "Michael Tinsley"
<[e-mail]>,<[e-mail]>, "Tom Kirsop"
<[e-mail]>, <[e-mail]>, <[e-mail]>,
<[e-mail]>, "Greg Mayol" <[e-mail]>
Good morning Ms. Lewis,
At our request, Mr. Jim Cirello of Mihaly-Cirello Landscape Architecture & Planning contacted you recently
regarding impervious area limits at the Summerhouse on Everett Bay Community. Our firm, Charette
Architects serves on the Architectural Review Board for the community and the ARC monitors the
impervious area limits for each home site in the community. Our firm also serves on the ARC in
Cannonsgate at Bogue Sound, a few miles north of Summerhouse.
Mr. Cirello's inquiry was to obtain an official opinion from your department with respect to some of the
more forward thinking ideas such as rain gardens and other measures promoted as part of the sustainability
movement that will no doubt be an integral component of housing and community development in the
future, but were not included as options within the Summerhouse or Cannonsgate subdivision plans. We do
clearly understand your response that cisterns and bio-retention cells (aka rain gardens) need to be part of
the entire Master Plan scheme, not added one lot at a time to deal with BUA overages. We cannot speak
for the dev--loper, but understand from correspondence on other matters that a reapplication or
modification to the existing permit will not be made. Therefore, we ate restricted to what is stated in the
permit. Those values are a matter of record and published in the CCRs. The ARC does not approve any
plan with an amount of impervious area over what is permitted.
In order to have some assurance that a property owner is remaining within limits for the impervious area, we
require them to provide documentation on a drawing that is prepared by a licensed person, e.g. surveyor,
landscape architect, architect or contractor that shows the exact area of the impervious coverage planned.
We also require at the completion of the work a survey prepared and sealed by a licensed surveyor showing
the actual impervious coverage and confirming that it is within the limits permitted for that site. We do not
permit one site to transfer a portion of its allocation to another, but would do so if they were contiguous and
owned by a single owner, who legally had them resurveyed as one lot. In other words, if an application or
modification to the subdivision plan has to be made, we do not permit that change.
We have been approached by various builders who state that the method we use to calculate impervious area
is not done by the same method they use in other communities. Unfortunately, each of them has had a
definition that does not match what we understand from interpreting the regulations. Therefore, just to get
everyone on the same page, we would like your department's confirmation that we are correctly considering
what is impervious and pervious, as follows:
We are requiring that impervious area be measured to include:
1. The full building footprint.
2. Area directly under roof overhangs, but not including gutters (gutters are not often shown on plans
but are frequently added later to finished homes... they are difficult to monitor and of such a small
total area that we do not administer them)
3. Full area under covered porches, whether over a slatted open deck or not.
4. Footprints of garden or retaining walls (excluding wrought iron fencing not over a wall)
1 of 5 10/28/2008 11:52 AM

Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID / ...
5. Concrete driveways, patios and utility pads (HVAC equipment and electrical transformers placed on
pads on the ground).
6. Pervious concrete has been shown on some site plans, but is considered by us at this time to be
impervious. See # 11 below.
7. The impervious area calculation for each lot includes all impervious area up to, but not including the
paved street installed by the developer, even though the property line may be 20 feet from the paved
street. There was some question as to who should be charged for the impervious pavement from the
property line to the paved street. Our position is that it should be calculated by the lot owner as part
of their site total.
We would like your concurrence to count the following constructions as pervious (If a separate permit is
required or if the change requires a modification to the subdivision plan, we wish to remove the item from
consideration at this time):
8. Open decks or steps with space between the decking material. Double stacked open decks are
considered pervious, providing that neither deck is water tight. We believe that this agrees with your
response to Mr. Cirello.
9. Wood plank or wood decking used as driveways or walkways. We have seen photographic examples
of decking placed directly on the ground and used as patios, walkways and driveways. Since the slats
have spaces between them, similar to raised decks, we understand these to be considered as pervious.
10. Pea gravel areas 6" deep or less with pervious fabric below to prevent weeds from migrating through.
Where pea gravel is used in a driveway application we will require the use of reinforced mesh to
stabilize the gravel so that it remains in place. (
http://www.reynoldspkg.com/alcoa-geo/catalog/applications/Geoweb%20General/geoweb materia
11. Pervious concrete.(http://www.perviouspavement.org/benefits,%20cnvironmental.htm) As we
understand its application from an employee of the Carolina Concrete Association, east of I-95
pervious concrete is allowed to be credited with one half its value (a 600 SF area of pervious
concrete is considered 300 SF impervious), but within seven miles of the coast or infra coastal
waterway (all of Summerhouse and Cannonsgate) the value is one third of that. (the 600 SF of
pervious concrete is considered to be equal to 500 SF impervious concrete, the owner only receives
credit for 100 SF.
12. Permeable interlocking concrete pavement. (http://www.icpi.org/design/permeable_pavers.cfm).
We have no data on the value that this material is credited.
In the case of items above, if on -going monitoring is required to be performed by the HOA, we would like
to know its extent.
The following are unknown and we would like to have your input.
13. Area under driveway culverts where the culverts are covered by pervious materials.
14. Underground storage tanks where they are covered by pervious materials, and where they are not
intended as measures to offset impervious area limits. (this is a new consideration given for
individuals who wish to capture and store rainwater in underground storage tanks for irrigation — the
question is whether a buried tank in a yard creates an impervious area on its own merit)
Please on these questions as we will be giving formal guidance to the property owners. We hope that this
will minimize the need of property owners to contact you directly.
Also, let me know if any of my questions .require clarification.
Regards,
2 of 5 10/28/2008 11:52 AM

Summerhouse on Everett Bay - Cannonsgate at Bogue Sound...LID /
J. Richard Alsop, Jr. AIA, NCARB
Partner
charette architects, pllc
800 Wes# Dill Street, Suite 200
Charlotte, NC 28208
704.358.8400 Ext.16
Fax.[phone]
11 Please consider the environment before printing this email.
This transmission may contain information that is privileged, confidential, legally privileged, and/or exempt from
disclosure under applicable law. If you are not the intended recipient, you are hereby notified that any disclosure,
copying, distribution, or use of the information contained herein (including any reliance thereon) is STRICTLY
PROHIBITED. Although this transmission and any attachments are believed to be free of any virus or other defect that
might affect any computer system into which it is received and opened, it is the responsibility of the recipient to ensure
that it is virus free and no responsibility is accepted by Charette Architects, PLLC for any loss or damage arising in any
way from its use. If you received this transmission in error, please immediately contact the sender and destroy the
material in its entirety, whether in electronic or hard copy format. Thank you.
Tim:
Unless the developers relax their requirement for "concrete" driveways
and sidewalks, there are several options, all of which are labor
intensive, time -consuming and/or expensive.
During the permit application review process, when we notice that the
proposed BUA per lot is below 3,500 square feet, we consistently advise
applicants to think about the potential problems down the road. Most
will indicate that they have looked at those lots and are OK with the
limit.
In the first place, the developer should NOT ever have approved that
plan knowing that it would surpass the BUA limit for that lot. That is
the purpose of having an Architectural Review Board. If the lot owner
has a written approval from the ARB for this lot indicating that the BUA
is >2.800 sf. I will need a cony of that approval. We will NOT not be
able to issue a separate permit to that lot to exceed it's allocated
BUA. While cisterns and bioretention cells (aka rain gardens) are
wonderful options, they need to be part of the entire Master Plan
scheme, not added one lot at a time to deal with BUA overages. We simply
do not have the staff to review and issue permits for individual lots in
a permitted subdivision.
The following are your options:
3 of 5 10/28/2008 11:52 AM

Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID / ...
1) Make sure that you have accurately accounted for the BUA on the lot.
Raised, slatted, open decking and the water surface of a swimming pool
is NOT considered BUA.
2) I would encourage you to persuade the developer to modify the permit
to allow the use of pervious pavement by lot owners in this situation.
Requires a full permit modification, amended deed restrictions and a
soils report. Upon completion of the modification, the permittee is
charged with the responsibility of reviewing and approving requests from
lot owners for pervious pavement installations.
3) Purchase a second lot (within the same area) and utilize some of that
lot's BUA allocation. Requires a minor permit modification, an amendment
to the recorded deed restrictions for both lots and approval by the HOA.
4) Ask a neighbor to give or sell some of their BUA that they don't
need. Requires a minor permit modification, an as -built survey of the
donor lot's BUA, an amendment to the recorded deed restrictions for both
lots, and approval by the HOA.
5) Ask the pertnittee to give that lot some BUA from one of the unsold
lots that he/she owns. Requires a minor permit modification, an
amendment to the recorded deed restrictions for both lots and approval
by the HOA.
Linda
Jim Cirello wrote:
> Good Afternoon Linda,
> My name is Jim Cirello and I'm a landscape architect working on a
> residential landscape plan for a lot owner in Summerhouse on Everett
> Bay. (Permit #SW8060509)
> I understand that there is a 2,800 sf limit on impervious surface
> allowed for the lot. Without reducing the size of the house, which
> accounts for 2,491 sf of impervious surface on the lot, we're finding
> it almost impossible to include a driveway and front walk to the
> house, which must be concrete according to the design guidelines for
> the community, while staying under the 2,800 sf maximum.
>
> We are interested in pursuing some sort of alternative method of
> reducing storm water runoff from the site to offset this situation. We
> would be interested in either constructing a bio-retention area on the
4 of 5 10/28/2008 11:52 AM

Summerhouse on Everett Bay - Cannonsgate at Bogue Sound ... LID / ...
> site, or using rain barrels or a cistern to capture all roof runoff to
> be used for irrigation. I have spoken to a number of engineers as well
> as a few of the guys at Land Management Group regarding our options
> and how we may be able to proceed with this, and have not come to any
> conclusion as to which path we should take to get these ideas
> approved. For a subdivision of over 1,000 home sites, I anticipate
> that this is a situation that will be quite common and I would love to
> be part of developing a strategy for implementing some sort of LID
> method on the homeowner's lots.
> Please let me know if you have any thoughts or if you have the
> opportunity to sit down together and discuss this project and the
> potential for helping to move LID concepts forward in this community.
> Thanks
> *Jim Cirello, **RLA***
> 910-392-4355 (w) 1 910-791-9131 (f) 910-547-1951 (m) I jim@,mc-la.net
>
> */Mihaly-Cirello Landscape Architecture + Planning/*
> /5725 Oleander Drive Suite A7 Wilmington, NC 28403/
> P /Please consider the environment before printing this email./
5 of 5 10/28/2008 11:52 AM

August 22, 2007
Mr. Randy Allen, President
R.A. North Development, Inc.
110 Matthews Station Street, Suite 2D
Matthews, NC 28105
Subject: Approved Plan Revision
Cannonsgate at Bogue Sound
Stormwater Project No. SW8 050516 Plan Revision
Carteret County
Dear Mr. Allen:
On August 16, 2007, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 050516. This revision is for the
final design of the amenity site. The revisions include adding a post office area
(14,162 sq ft), adding a club house area (68,272 sq ft), adding a pavilion and
boat ramp parking area (7,653 sq ft), adding road additions of hammerheads and
turn-arounds (4,454 sq ft), reducing sidewalks and trails from 104,191 to 77,244
sq ft (Appendix D to permit, [-26,947 sq ft]), and reducing the "Future
Development Area" allocation from 88,207 to 20,613 sq ft (Appendix D to permit,
[-67,594]). It has been determined that a formal permit modification is not
required for the proposed changes. We are forwarding you an approved copy of
the revised plans for your files. Please replace the old approved plan Sheets 4
and 5 with the new Sheets 4 and 5.
Please be aware that all terms and conditions of the permit issued on June 2,
2005, remain in full force and effect. Please also understand that the approval
of this revision to the approved plans for the subject State Stormwater Permit
is done on a case -by -case basis. Any other changes to this project must be
approved through this Office prior to construction. The issuance of this plan
revision does not preclude the permittee from complying with all other
applicable statutes, rules, regulations or ordinances which may have
jurisdiction over the proposed activity, and obtaining a permit or approval prior
to construction.
If you have any questions concerning this matter, please do not hesitate to call
me at [phone].
Sincerely,
Rhonda Hall
Environmental Engineer
ENBirbh: S:IWQSISTORMWATIREVISION1050516.aug07
cc: Carl C. Huddle, P.E., Carolina Engineers, PA
Katrina Marshall, Carteret County Building Inspections
Rhonda Hall
Wilmington Regional Office
Central Files

cam
C:AROLl NA
I�GfNl ['hti. PA
August 16, 2007
CAROLINA ENGINEERS, PA
Geotechnical • Materials Testing • Forensic • Site Development • Surveying
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Attn: Ms. Rhonda Hall
0SoS\ ko
Reference: Stormwater Project SW8 0€0446
Revision No. 3, Dated 3/19/07
Cannonsgate at Bogue Sound, Carteret County, NC
Dear Rhonda:
I appreciate your call today. I have enclosed the cover letter summarizing the modified
impervious areas for the Cannonsgate project.
I have also enclosed two (2) copies of sheet 004 & 005 of the stormwater plan and two
(2) copies of the swale calculations.
As we discussed in a previous meeting the clubhouse area has a "built upon area" of
16.7% and we agreed it is not considered a pocket of high density. A sketch of the
clubhouse area is also provided.
If I can be of further assistance, please call.
Sincerely,
CAROLINA ENGINEERS, P.A.
AUG 17 2off
CARL C. HUDDLE, P.E.
Project Engineer
Enclosures: (4)
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com

CAROLI i11A
rN'GINrC,RS. P'%
March 19, 2007
CAROLINA ENGINEERS, PA
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Attention: Mr. Paul Bartlett
oS dS� �o
Reference: Stormwater Project SW8 0&044fi
Revision No. 3, Dated 3/19/07
Cannonsgate at Bogue Sound, Carteret County, North Carolina
Dear Paul:
Please find attached two (2) copies of the Stormwater Management Plan's Sheet 4 Revision No. 3 dated
January 8, 2007 and Sheet 5 Revision No. 2 dated March 1, 2007. In addition, a check for the express fee
of One Thousand Dollars ($1,000.00) is enclosed. The plan modifications on the two revised sheets
depict the following impervious area modifications:
Total Development Area
(Final Design of Amenity Sites)
Post Office Area: 14,162 SF
Club House Area: 68,272 SF
Pavilion and Boat Ramp Parking Area: 7,653 SF
Road Additions of Hammerheads and Turn-Arounds: 4,454 SF
Deleted Sidewalks and Trails: < 26,947> SF
Total Development Added Impervious Area: 67,594 SF
Area Inside ORW/575 Line
Road Length Deletions and Additions of Hammerheads: <293> SF
Deleted Sidewalks and Trails: < 11,100> SF
Deleted Impervious Area Inside ORW/575 Line: <11,393> SF

Cannonsgate at Bogue Sound
Stormwater Project SW8 050416
Revision No. 3
March 19, 2007
Page 2
These revisions will reduce the "Future Development Area" allocation from 88,207 SF to 20,613 SF and
reduce the "Impervious Area" inside the ORW/575 Line from 591,145 to 579,752 SF.
In addition to the changes in impervious area, this No. 3 revision includes the addition of curb outlet
numbered 38A & 39 and the modifications of curb outlets 37 and 38. The calculations for the new and
revised outlets are included as attachments.
If additional information is needed or you have any questions, please feel free to call me.
Sincerely,
CAROLINA ENGINEERS, P.A
CARL C. HUDDLE, P.E.
Project Engineer
enclosures: Sheet 004, Revision 3, 1-8-07 (2 copies)
Sheet 005, Revision 2, 3-1-07 (2 copies)
Curb Outlet Calculations for No. 37, 38, 38A, and 39 (2 copies)
Check for Revision Fee ($1,000.00)
PO Box 1595, New Bem, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com

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Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 37 (revised 3-12.07) Source
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.42 acres
Streets, Drives, Sidewalk =
0.27 acres
Residential Area =
0.16 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.150 0.40 0.060
Streets
0.270 0.95 0.257
Sum =
0.420 acres 0.317
C =
0.764
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Intensity (1)
7.000 inthour
6 Discharge
Q = CiA 2.216 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
2.216 cfs
Width = 10 feat
Depot = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/sA.5)A.375
Y =
0.35 it
3 Flow Area
Area = Y x 5 it
1.75 ftA2
4 Flow Velocity
Velocity = Q/A
1.27 West
5 Allowable Velocity
4.60 fthm
6 Flow Depth at 1%
y = Cm(Q x nye,5)".375
7 Flow Depth at 1%
Y =
0.47 ft
8 Minimum Swale depth
Y =
1 It
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NO Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Infonnation
Fonn SVVU-105 Ver. 3.99
Swale No. 38 (revised 3-12-07)
Source
Estimate Discharge by national Method
1 Total Drainage Area =
0.37 acres
Plan and Profiles
Streets, Drives. Sidewalk
0.27 acres
Residential Area =
0.10 acres
2 Runoff Coefficient =
0.40 residential
HR Malcom
0.95 Streets and driveways
HR Malcom
3 Average Residential
0.100 0.40 0.040
HR Malcom
Streets
0.270 0.95 0.257
HR Malcom
Sum
0.370 acres 0.297
C =
0.801
4 Time of Concentration =
Time of concentration
Fig. 8.03a NC Erosion Control
is less than the 5 minute
Plan and Profiles
duration for a 10 year storm
Tc = 5.000 min
5 Rain' intensity(i)
5 min duration 10 year storm
Wilmington Curve from NC Erosion Control
Intensity 0)
7.000 in/hour
Wilmington Curve from NC Erosion Control
6 Discharge
0 = CIA 2.076 cis
HR Malcom
V-Shoped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
H.R. Malcom
Parameters
n = 030
0.03
H.R. Malcom
Cm = .552
0.552
H.R. Malcom
Q =
2.076 cis
Rational Meth.
Width = 10 feet
Chosen Design
Depth = 1 fool
Chosen Design
Side slopes (5 to 1)
Chosen Design
2 Flow Depth at 5%
y = Cm(Q x nye.5)A.375
H. R. Malcom
y =
0.34 it
3 Flaw Area
Area = y x 5 It
1.71 ftA2
Chosen Design
4 Flow Velocity
Velocity = Q/A
1.21 fUsec
5 Allowable Velocity
4.50 fUsec
H.R. Malcom
6 Flow Depth at 1%
y = Cm(Q x nye.5)11.375
H.R. Malcom
7 Flow Depth at ?%
y =
0.46 tt
8 Minimum Swale depth
y =
1 ft
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 38A
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.38 acres
Streets, Drives, Sidewalk =
0.27 acres
Residential Area =
0.11 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.110 0.40 0.044
Streets
0.270 0.95 0.257
Sum =
0.380 acres 0.301
C =
0.791
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity(!)
5 min duration 10 year stone
Intensity ()
7.000 inthour
6 Discharge
Q = CiA 2.104 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
2.104 cfs
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)A.375
y =
0.34 ft
3 Flow Area
Area = y x 5 ft
1.72 ftA2
4 Flow Velocity
Velocity = QJA
1.22 fNsec
5 Allowable Velocity
4.50 ft(sec
6 Flow Depth at 1%
y= Cm(Q xnye.5)A.375
7 Flow Depth at 1%
y =
0.46 It
8 Minimum Swale depth
y =
1 ft
Source
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Infbnnation
Form SWU-106 Ver. 3.99
Owale NO. d7
Estimate Discharge by Rational Method
1 Total Drainage Area =
4.73 acres
Streets, Drives, Sidewalk =
0.24 acres
Residential Area =
0.49 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.490 0.40 0.196
Streets
0.240 0.95 0.228
Sum =
0.730 acres 0.424
C =
0.581
4 Time of Concentration =
Time ofconcentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
6 Ralniaii intensity(i)
5 min duration 10 year storm
Intensity (i)
7.000 In/hour
6 Discharge
Q = CIA 2.968 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.562
Q =
2.968 cfa
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
3 Flow Area
4 Flow Velocity
5 Allowable Velocity
6 Flow Depth at 1 %
7 Flow. Depth at 1 %
8 Minimum Swale depth
y = Cm(Q x nye.5)A.375
y = 0.39 ft
Are = y x 5 ft 1.95 ft"2
Velocity = QfA 1.52 ftfsec
4.60 ftfsec
y = Cm(Q x nye.5)A.375
y = 0.63 ft
y= 1 ft
Souf G
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 37 (revised 3-12-07) 1sourae
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.42 acres
Plan and Profiles
Streets, Drives, Sidewalk =
0.27 acres
Residential Area =
0.15 acres
2 Runoff Coefficient =
0.40 residential
HR Malcom
0.95 Streets and driveways
HR Malcom
3 Average Residential
0.150 0.40
0.080
HR Malcom
Streets
0.270 0.95
0.257
HR Malcom
Sum =
0.420 acres
0.317
C =
0.764
4 Time of Concentration =
Time of concentration
Fig. 8.03a NC Erosion Control
Is less than the 5 minute
Plan and Profiles
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Wilmington Curve from NC Erosion Control
Intensity (1)
7.000 Inihour
Wilmington Curve from NC Erosion Control
6 Discharge
Q = CR 2.216 ofs
HR Malcom
V-Shaped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
H.R. Makwm
Parameters
n = 030
0.03
H.R. Makxxn
Cm = .552
0.552
H.R. Malcom
Q
2.216 cis
Rational Meth.
Width = 10 feet
Chosen Design
Depth - 1 That
Chosen Design
Side slopes (5 to 1)
Chosen Design
2 Flow Depth at 5%
y = Cm(Q x nW.5)A.375
H. R. Malcom
y =
0.35 It
3 Flaw Area
Area = y x 5 ft
1.75 ft"2
Chosen Design
4 Flow Velocity
Velocity = Q/A
1.27 fHsec
5 Allowable Velocity
4.50 ftlsec
H.R. Makxxn
6 Flow Depth at 1%
y = Cm(Q x n)/e.5r.375
H.R. Malcom
7 Flow Depth at 1 %
y =
0.47 ft
8 Minimum Swale depth
y =
1 ft
Design

Calculation for Table 1. Swale Design Information
Form SWU405 Ver. 3.99
Swale No. 38 (revised 3-12-07) Source
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.37 Acres
Streets, Drives, Sidewalk =
0.27 acres
Residential Area =
0.10 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.100 0.40 0.040
Streets
0.270 0.95 0.257
Sum =
0,370 acres 0.297
C =
0.601
4 Time of Concentration =
Time of concentration
Is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Intensity (1)
7.000 In/hour
6 Discharge
Q = CIA 2.076 cis
V-Shapad Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
2.076 cis
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5r.375
y =
0.34 ft
3 Flow Area
Area = y x 5 it
1.71 ft"2
4 Flow Velocity
Velocity = Q/A
1.21 Rlsec
5 Allowable Velocity
4.50 fUsee
6 Flow Depth at 1%
y = Cm(Q x nVs AA.375
7 Flnw Depth at 1%
y =
0.46 R
8 Minimum Swale depth
y =
1 It
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 38A
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.38 acres
Streets, Drives, Sidewalk =
0.27 acres
Residential Area =
0.11 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.110 0.40 0.044
Streets
0.270 0.95 0.257
Sum =
0.360 acres 0.301
C =
0.791
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Intensity (1)
7.000 in/hour
6 Discharge
Q = CIA 2.104 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
2.104 cis
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/sA.5)A.375
y =
0.34 it
3 Flow Area
Area = y x 5 ft
1.72 ftA2
4 Flow Velocity
Velocity = Q/A
1.22 ft/sec
5 Allowable Velocity
4.50 fiNsee
6 Flow Depth at 1%
y = Cm(Q x n)/e.5)A.375
7 Flow Depth at 1 %
y =
0.46 ft
6 Minimum Swale depth
y =
1 ft
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curvefrom NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table I. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 39
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.73 acres
Streets, Drives, Sidewalk =
0.24 acres
Residential Area =
0.40 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.490 0.40 0.196
Streets
0.240 0.96 0.228
Sum =
0.730 acres 0.424
C =
0.581
4 Time of Conoentration
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 `rainfall Intensity, k`l)
$min duration 10 yGar storm
Intensity (f)
7.000 inthour
8 Discharge
Q = CiA 2.968 eft
V-Shaped Swale Design
1 Design Shape and
Slope (1% to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
2.968 cis
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)11.375
y =
0.39 it
3 Flow Area
Area = y x 5 ft
1.95 JIA2
4 Flow Velocity
Velocity = Q/A
1.52 fUsec
5 Allowable Velocity
4.50 R/sec
6 Flow Depth at 1%
y = Cm(Q x nye.5)A.375
7 Flow Depth at 1%
y =
0.63 It
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
2 Mal=
2 Malcom
2 Malcom
2 Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wfimington Curve from NC Erosion Gontroi
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Math.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design