SW8030917_Historical File_20100521

A
j;h';ham
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 21, 2010
Dr. Arnold Sobol, Member Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 29403
Subject: Approved Plan Revision
The Village at Motts Landing
Stormwater Project No. SW8 030917
New Hanover County
Dear Dr. Sobol:
On May 19, 2010, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 030917. The revisions include
reallocating built upon area (BUA) as shown in the enclosed summary tables. 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 with the new ones.
Please be aware that all terms and conditions of the permit issued on August 22,
2008, 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
Georgette Scott or me at [phone].
Sincerely,
Kelly Johnson
Environmental Engineer
GDS\kpj: S:\WQS\STORMWATER\PERMIT\030917PR.may10
cc: Phillip Tripp, PE, Tripp Engineering
New Hanover County Building Inspections
Wilmington Regional Office
Central Files
enc: BUA Plan Revision Summary Table
BUA per Lot Summary Table
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 ..�+
Phone: [phone] ? FAX: [phone] Customer Service:1-8771 �-623-6748 on1 thCaCofina
Internet www.ncwaterquality.org ����r�
An Equal Opporiunily 1 Afirmative Action Employer e

BUA Plan Revision Summary, May 21, 2010
SW8 030917 -The Village at Motts Landing
Total Impervious,ft2:
Lots, ft2:
Roads/Parking, ft2:
Parking, Lot 214, ft2:
Clubhouse, ft2:
Future, ft2:
Offsite, ft2:
May 21, 2030
Plan Revision
August 22, 2008
Permit
Pond 1
Pond 2
Pond 3
Curb Outlet
Total
Pond 1
Pond 2
Pond 3
Curb Outlet
Total
593,588
419,811
202,916
432,603
1,748,918
693,588
419,811
202,916
432,603
1,748,91
315,000
276,000
141,000
309,000
1,041,OOC
315,000
285,0001
141,000
309,000
1,050,00
158,623
96,587
61,916
85,02131
402,159
146,088
96,5871
61,916
110,103
414,694
0
0
0
0
0
0
0
0
5,832
5,832
0
0
0
0
0
0
0
0
6,707
6,707
219,965
47,224
0
38,570
305,7591
232,500
38,224
0
961
271,685
0
0
01
0
01
01
0
0
0
0
*The previous permit contained an addition error which has been corrected by this Plan Revision.

The Village at Mott's Landing - SW8 030917
May 21, 2010 Plan Revision
May 21, 2010
Plan Revision
August
Permit
Lot Number
Pond 1
FPond 2
1 Pond 3
1 Curb Outlet
BUA Per Lot (ft)
Impervious Area (fe)
In Each Drainage Area
1
5,000
5,000
2
5,000
5,000
3
5,000
5,000
4
5,000
5,000
5
5,000
5,000
6
5,000
5,000
7
5,000
5,000
8
5,000
5,000
9
5,000
51000
10
5,000
5,000
11
5,000
5,000
12
5,000
5,000
13
5,000
5,000
14
5,000
5,000
15
5,000
5,000
16
5,000
5,000
17
5,000
5,000
18
5,000
5,000
19
5,000
5,000
20
5,000
5,000
21
5,000
5,000
22
5,000
5,000
23
5,000
5,000
24
5,000
5,000
25
5,000
5,000
26
5,000
5,000
27
5,000
5,000
28
5,000
5,000
29
5,000
5,000
30
5,000
5,000
31
5,000
5,000
32
5,000
5,000
33
5,000
5,000
34
5,000
5,000
35
_
5,000
5,000
36
5,000
5,000
37
5,000
5,000
38
5,000
5,000
9
5,000
5,000
0
r44l
5,000
5,000
5,000
5,000

The Village at Mott's Landing - SW8 030917
May 21, 2010 Plan Revision
May 21, 2010
Plan Revision
August
Permit
Lot Number Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
Impervious Area (ft)
In Each Draina a Area
BUA Per Lot (ft)
42
5,000
5,000
43
5,000
5,000
44
5,000
5,000
45
5,000
5,000
46
5,000
5,000
47
4,500
4,500
48
4,500
4,500
49
4,500
4,500
50
4,500
4,500
51
4,500
4,500
52
4,500
4,500
53
4,500
4,500
54
4,500
4,500
55
4,500
4,500
56
4,500
4,500
57
4,500
4,500
58
4,500
4,500
59
4,500
4,500
60
4,500
4,500
61
4,500
4,500
62
4,500
4,500
63
4,500
4,500
64
4,500
4,500
65
4,500
4,500
66
4,500
4,500
67
4,500
4,500
68
4,500
4,500
69
4,500
4,500
70
4,500
4,500
71
4,500
4,500
72
5,000
5,000
73
4,500
4,500
74
40500
4,500
75
4,500
4,500
76
4,500
4,500
4,500
4,500
78
4,500
4,500
79
4,500
4,500
80
4,500
4,500
81
4,500
4,500
82
4,500
4,500

The Village at Mott's Landing - SW8 030917
May 21, 2010 Plan Revision
May 21, 2010
Plan Revision
August
Permit
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
BUA Per Lot (ft)
Impervious Area (ft2)
In Each Qraina a Area
83
4,500
4,500
84
4,500
4,500
85
4,500
4,500
86
4,500
4,500
87
4,500
4,500
88
4,500
4,500
89
4,500
4,500
90
4,500
4,500
91
4,500
4,500
92
4,500
4,500
93
4,500
4,500
94
4,500
4,500
95
4,500
4,500
96
4,500
4,500
97
4,500
4,500
98
4,500
4,500
99
4,500
4,500
100
4,500
4,500
101
4,500
4,500
102
4,5001
4,500
103
4,500
4,500
104
4,500
4,500
105
4,500
4,500
106
4,500
4,500
107
4,500
4,500
108
4,500
4,500
109
4,500
41500
110
4,500
4,500
111
4,500
4,500
112
4,500
4,500
113
4,500
4,500
114
4,500
4,500
115
4,500
4,500
116
4,500
4,500
117
4,500
4,500
118
4,500
4,500
119
4,500
4,500
120
4,500
4,500
121
4,500
4,500
122
4,500
4,500
123
4,5001
1
4,500

The Village at Mott's Landing - SW8 030917
May 21, 2010 Plan Revision
May 21, 2010-August
Plan Revision
Permit
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
BUA Per Lot (ft)
Impervious Area (ft)
In Each Drainage Area
124
4,500
4,500
125
4,500
4,500
126
4,500
4,500
127
4,500
4,500
128
4,500
4,500
129
4,500
4,500
130
4,500
4,500
131
4,000
4,000
132
4,000
4,000
133
4,500
4,500
134
4,500
4,500
135
4,500
4,500
136
4,500
4,500
137
51000
5,000
138
5,000
5,000
139
5,000
5,000
140
5,000
5,000
141
.
5,000
5,000
142
5,000
5,000
143
5,000
5,000
144
5,000
5,000
145
5,000
5,000
146
5,000
5,000
147
5,000
5,000
148
5,000
5,000
149
5,000
5,000
150
5,000
5,000
151
5,000
5,000
152
5,000
5,000
153
5,000
5,000
154
5,000
5,000
155
4,000
4,000
156
4,500
4,500
157
4,500
4,500
158
4,500
4,500
159
4,500
4,500
160
4,500
4,500
161
4,500
4,500
162
4,500
4,500
163
4,5001
1
4,500
164
4,5001
P
i
4,500

The Village at Mott's Landing - SW8 030917
May 21, 2010 Plan Revision
May 22, 2010
Plan Revision
August
Permit
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
BUA Per Lot (ft)
Impervious Area (ftz)
In Each Drainage Area
165
4,500
4,500
166
.4,500
4,500
167
4,500
4,500
168
4,500
4,500
169
4,500
4,500
170
4,500
4,500
171
4,500
4,500
172
4,500
4,500
173
4,500
4,500
174
4,500
4,500
175
4,500
4,500
176
4,500
4,500
177
4,500
4,500
178
4,500
4,500
179
4,500
4,500
180
4,500,
4,500
181
4,500
4,500
182
4,500
4,500
183
4,500
4,500
184
4,500
4,500
185
4,500
4,500
186
4,500
4,500
187
4,5001
4,500
188
4,5001
4,500
189
4,500
4,500
190
4,500
4,500
191
4,500
4,500
192
4,500
4,500
193
4,500
4,500
194
4,500
4,500
195
4,500
4,500
196
4,500
4,500
197
4,500
4,500
198
4,500
4,500
199
4,500
4,500
200
4,500
4,500
201
4,500
4,500
202
4,500
4,500
203
4,500
4,500
204
4,500
4,500
205
4,500
4,500

The Village at Mott's Landing - SW8 030917
May 21, 2010 Plan Revision
May 21, 2010..
Plan Revision
August
Permit
Lot Number
Pond 1
Pond 2
1 Pond 3
1 Curb Outlet
BUA Per Lot (ft)
Impervious Area (ftZ)
In Each Drainage Area
206
4,500
4,500
207
4,500
.4,500
208
4,500
4,500
209
4,500
4,500
210
4,500
. 4,500
211
4,500
4,500
212
4,500
41500
213
4,000
4,000
214
4,000
4.,000
215
4,000
4,000
216
4,000
4,000
217
1
4,000
4,000
218
4,000
4,000
219
4,000
4,000
220
4,000
4,000
221
4,000
4,000
222
4,000
4,000
223
4,000
4,000
224
4,000
4,000
225
4,000
4,000
226
4,000
4,000
Total BUA:
315,000
276,0001
141,000
309,000
1,041,0001,041,000

DWQ USE ONLY
Date Received
Fee aid
Permit Number
Applicable Rules: ❑Coastal SW -199 ❑ 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
IV6 form may be photocopied for use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc,):
The Village at Motts Landine
2. Location of Project (street address):
5625 River Road
City:Wilmington County: New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
From the intersection of US Hwy 17 and SR 1572 travel north on HWwy 17 approx. 1 mile Site is on left
4. Latitude:34° OT 30" N Longitude:770 5F 00" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ONew ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 030917 , its issue date (if known) Ly 09, 2004 , 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 Offigh Density []Drains to an offsite Stormwater system OOther
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):
OCAMA Major ®Sedimentation/Erosion Control:- 2.0 ac of Disturbed Area
0NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Pencuit Number,
issue date and the type of each permit:
RECEIVED
MAR 0 5 2010
BY:

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 p, rojectl:
Applicant/Organization: Aftew Properties, LLC
Signing Official & Title: Dr. Arnold Sobol, Member Manager
b. Contact information for person listed in item la above:
Street Address: 2020 S. Churchill Drive
City:. _. Wilmington State:NC Zip:28403 T
Mailing Address (if applicable):
City:
Phone: [phone]
Email:
State: Zip:
Fax: [phone]
c. Please check the appropriate box. The applicant listed above is:
0 The property owner (Skip to Contact Information, item 3a)
❑ Lessee's (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
[] Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located. on):
Property Owner/Organization
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: —Zip:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:

Phone: ( ) Fax: ( �_
Email:
4. Local jurisdiction for building permits:
Point of Contact:
IV. PROJECT INFORMATION
Phone #: ( )
1. In the space provided below, briefly summarize how the sturmwater runoff will be treated.
Overall low density subdivision with pockets of high density treated by three (3) wet detention basins and
a curb outlet system.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Budding Permit Issued Date:
❑ Other: Date:
b. Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 140.44 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Areas: 140.44 acres
+ Total project area shall be calculated to exclude the following: the normal pool of im nded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water = line or Mean High Water
(MHW} line, and coastal wetlands landwardfrom the NHW (or MM49 line. The resultant project area is used to
calculate overall percent built upon area (BNon-coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 28.59 96
9. How many drainage areas does the project have? 3 (For high density, count 1 for each proposed engineered
stormwater BUT. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.

Basin. Information
Drainage Area T
Drainage Area 1
Drainage Area 2
DramW Area 3
Receiving Stream Name
Mott's Creek
Mott's Creek
Mott's Creek
Mott's Creek
Stream Class *
C; SW
C; SW
C; SW
C; SW
Stream Index Number *
18-82
18-82
18-82
18-82
Total Drainage Area (sf)
AV.44
1,892,246
771,030
849,420
On -site Drainage Area (sf)
1
693,588
419,811
202,916
Off --site Drains Area (sf)
-
-
-
-
Proposed Impervious Areas
40.15
693,588
419,811
202,916
% Impervious Area C"D
1 28.59
36.65
54.45
23.9
Impervious" Surface Area
Drainage Area T
Dra a 1
Draina Area 2
_
Dr Area 3
On -site Buildings/Lots (sf)
1,050,000
315,0
285,000
141.000
On -site Streets (sf)
402,159
158,623 ''
96,587
61,916
On -site Par (sf)
-
_
-
On -site Sidewalks (sf)
Other on -site (sf)
-
_
Future (sf)
296,759
219,965
38
Off -site (sf)
-
-
_
Existing BUA— (s)
Total (sf):
1,749,918
693,588
419,811
207,916
stream uass ana index Number can be determined at: http://h2o.enr.state.nc.us/bims/renqk&mortyy-Rbbml
*" Im ous area is defined as the built upon area including but not limited to, buildings, roads, parking areas,
sire, gravel areas, etc.
'Report only that amount of existing BLTA that will remain after development. Do not report any existing B UA t
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. NA
Proiects in Union Conntv: Contact DWQ Central Office staff to check if the project is loc �
Endangered Species watershed that may be subject to more stringent stormwater requireme s a perr
V. SUPPLEMENT AND O&M FORMS MAR 0 5 2010
The applicable state stormwater management permit supplement and operation an ex�ance f
must be submitted for each BMP specified for this project. The latest versions of the forms can be o
fromhttp://h2o.enr.state.nc.us/su/bmp forms.htm.
VL 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 httQ//h2o.enr.state nc.us(su/bm-R formsht a. 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 athft://h2o.enr.state.nc.us/su/msi malts htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hft://h2o.enr.state.nc.us/su/bmp forms htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the sighed and notarized Deed Restrictions & Protective Covenants
Form. (if reored as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhely.org/pages/onestoRgWress.htnnl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)

5 A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reportedas class SA or the ,
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.
8. Two sets of plans folded to 8.5" x IV (sealed, signed, & dated), including: --
a. Development/Project name.
b. Engineer and firm
c. Location map with named streets. and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale. #44>
g. Revision number and dates. .
h. Identify all surface waters on the plans by delineating the normal pool elevation/
impounded structures, the banks of streams and rivers, the MHW or NHW line of ti
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.
L Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plants 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
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 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 detiermining the iiiffitration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3728 Page No:133
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 21-1.1003(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.
b-ft://Www.semt=.state.nc.us/gMorations/CSearch.asgx
VIL 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:ffh2o.enr.stae.nc:usfsul'bmp forms htm#deed restrictions Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded 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 DWG and that they will be recorded prior to the sale of any lots

VIIL 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:nift G. Triyp, P.E.
Consulting Firm: Triyy Eneineering
Mailing Address:419 Chestnuts Street
City:Mltft n
Phone: (910 ) 763-5100
Email•trippengfr�ec.rr.com
State:NC Zip:2t3401
Fax: (910 ) 763-5631
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 1b) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I ackmowledge, 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 m 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
7� V2010]E
.MAR 05

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) Dr. Arnold Sobol
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be cmwtructed in conformance with the approved plans, that the required. deed restriichons
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, 2006-246 (Ph. H - Post Construction) or SL 2008-211.
Signature: aa4
JJ + Date: 01
I, 7l1 A a Notary Public for the State of &0 UTA- , County of
ndC� , do hereby certify that A%n o)1, lab a 1 personally appeared
before me this Y day of %��((' _ �i U . and acknowledge the due ex on of the application for
a starmwater permit Witness my hand and official seal,
SEAL
My commission expires

Lots*
Streets
Future
Total:
Lots
Streets
Future
Total:
Application 3/5/2010
DA T DA 1 DA 2 DA 3 rurh nimat
1,040,500
315,000
285,000
141,000
299,500
402,159
158,623
96,587
61,916
85,033
296,759
219,965
38,224
0
38,570
1,739,418
693,588
419,811
202,916
423,103
Corrected Application 5/20/2010
DA T DA 1 DA 2 DA 3 rurh nimat
1,041;000
315,000
276,000
. 141,000
..309,000
402,159
158,623
96,587
61,916
.85,033
305,759
219,965
47,224
0
38,570
1,748,918
693,588
419,811
202,916
432,603
*DA T lots was 1,050,000 in the application based on an error in the
current permit.
6 uc

Permit No )- / /
(to be provided by DWQ)
1 1 > G G
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out. printed and submitted.
The Required Items Checklist (Part It!) must be printed. filled out and submitted along with all of the required information.
PROJECT INFORMATION
Project name The Village At Aktts Landing
Contact person Phillip G. Tripp, P.E.
Phone number [phone]
Date 020110
Drainage area number 1
4. DESIGN INWRMATION
Site Characteristics
Drainage area
1.892.2461F
Impervious area, post -development
693,588 fF
% impervious
36.65 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1 yr, 24-hr peak flow
PreiPost 1-yr, 24-hr peak flaw control
Elevaflons
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
59,903 fp
81,462 ff3
ul.
fP
fp
to
fF
IN
OK, volume provided is equal to or in excess of volume required.
Y (Y or N)
3.8 in
0.25 (unitless)
0.51(unitless)
4.87in/hr OK
52.89 Hsec
107.89 fPlsec
55.00 fPlsec
10.00 fmsl
9.00 fmsl
fmsl
9.00 fmsl
8.00 fmsl
4.50 fmsl
3.00 fmsl
1.50 ft
Y (Y or N)
10.0 fmsl OK

Permit No.
(b be Poi ded by DWQ)
RESIGN 1N QUATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, AP."Cd
Area, bottom of 10f vegetated shelf, Am-sW
Area, sediment deanout, top elevation (bottom of pond), A
Volumes
Volume, temporary pool
Volume, permanent pool, VP-R.PW
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V
Area provided, permanent pool, A
Average depth calculated
Average depth used in SAIDA, d&, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A
Area, bottom of 10ft vegetated shelf, A
Area, sediment deanout, top elevation (bottom of pond), A,_.,,
'Depth' (distance b/w bottom of 10ff shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, da, (Round to nearest 0.5ft)
Dmwdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Col
Driving head (H)
Drawdown through weir?
Weir type
Coefficient of discharge (C)
Length of weir (L)
Driving head (H)
Pre -development 1 yr, 24-hr peak flow
Past -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
83,448 fF
79,474 flz
4.20 (unitless)
79,475 fF OK
75,555 fF
38,179 W
81,462fP OK
342.621 fF
69,015fP
20.1%% OK
90 %
Y (Y or N)
N (Y or N)
4.20 (unitless)
N (Y or N)
342,621 ft'
79,475 fl?
ft Need 3 ft min.
It
Y JY or N)
79,475f2
75,555 fF
38,179 ftz
3.50 ft
3.12ft OK
3.0 ft OK
Y (Y or N)
4.00 in
in2
0.60 (unitless)
0.50 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
52.89 fP/sec
107.89 ftm/sec
0.30 ftalsec
3.17 days OK, draws down in 2-5 days.
3:1
OK
6:1
Insufficient shelf slope.
6.0ft
Insufficient shelf length.
3:1
OK
3.71
OK
Y (Y or N)
OK
4.0 ft
OK
N (Y or N)
OK
Y JY or N)
OK
Y (Y or N)
OK
Pump

Lots*
Streets
Future
Tota I:
Lots
Streets
Future
Total:
Application 3/5/2010
DA T DA 1 DA 2 DA 3 Curh Outlet
1,040,500
315,000
285,000
141,000
299,500
402,159
158,623
96,587
61,916
85,033
296,759
219,965
38,224
0
38,570
1,739,418
693,588
419,811
202,916
423,103
Corrected Application 5/20/2010
DA T DA 1 DA 2 DA 3 Curb Outlet
1,041,000
315,000
276,000
141,000
309,000
402,159
158,623
• 96,587
61,916
85,033
305,759
219,965
47,224
0
38,570
1,748,9181
693,5881
419,811
202,916
432,603
51( co
*DA T lots was 1,050,000 in the application based on an error in the
current permit.

Johnson, Kelly
From: Larry Knoerl [[e-mail]]
Sent: Thursday, May 20, 2010 2:04 PM
To: Johnson, Kelly
Subject: Re: SW8 030917 - Village At Motts Landing
Kelly,
You didn't change Lot # 72 to be 5,000 sf instead of 4,500 sf. That is where the missing 500 sf is.
If you make that change, I believe that all of the numbers work out fine.
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents are
obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
----- Original Message -----
From: Johnson. Kelly
To: Larry Knoerl
Sent: Thursday, May 20, 2010 1:38 PM
Subject: RE: SW8 030917 - Village At Motts Landing
La rry,
Sorry about that earlier. Excel had crashed at some point, and I thought I had recovered the latest file, but evidently
not. This is what I have come up with, attached. If there was an error in the original permit because the numbers
didn't add up, then I am not sure how to avoid a correction because now the numbers total to 1,748,418 rather than
1,748,918.
Let me know what you think. All of the cells with blue text contain formulas. The cells with black text can be changed
to change the overall document.
X
From: Larry Knoerl[mailto:[e-mail]]
Sent: Thursday, May 20, 2010 12:42 PM
To: Johnson, Kelly
Subject: SW8 030917 - Village At Motts Landing
Kelly
Thanks for this info. I like the Draft that you wrote. However, the BLIA per lot summary is incorrect.
Lot #214 is now a residential lot w/ 4,000 sf of BLIA. There is no Lot 227,
Lot #72 is 5,000 sf, not 4,500 sf
Lot #130 is 4,500 sf, not 4,000 sf

Lot # 136 is 4,500 sf, not 5,000 sf
The total Lot BUA is 1,041,000 sf (see my attached spreadsheet)
The BUA Plan Revision Summary needs to be corrected as well. I don't want the total Impervious value of 1,748,918 sf
to change, so there will be no correction.
The Lots, ft2 Total Correction should be 1,041,000 sf
The Pond 2 Lots value should be 276,000 sf
The Curb Outlet for Lots should be 309,000 sf
Change the FUTURE for Pond #2 to be 47,224 sf and the Total Future to be 305,759 sf. (I don't want to lose the extra
9,000 sf for Pond #2). If you want me to, I will edit these spreadsheets for you if you send them to me (if you are
confused by all of what I just wrote - lol).
What do you need from me now to move this along so that you can issue the revised SW permit?
If the client wants to add lots later, we will file a MOD. But for now, let's get this revision settled.
Thanks for your help,
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents are
obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
----- Original Message -----
From: Johnson. Kelly
To: Larry Knoerl
Sent: Thursday, May 20, 2010 11:39 AM
Subject: RE: Possibly spam: Re: SW8 030917 - Village At Motts Landing
If you increase the lots it is a mod. How about the enclosed draft?
From: Larry Knoerl[mailto:[e-mail]]
Sent: Wednesday, May 19, 2010 3:26 PM
To: Johnson, Kelly
Subject: Possibly spam: Re: SW8 030917 - Village At Motts Landing
Thanks Kelly.
It appears that the original SW application that was submitted and approved had a mistake in the calculations of the
BUA for the lots. The actual total BUA for the lots is 1,040,500 sf, not 1,050,000 sf. I arrived at the 1,040,500 sf
number by using your Lot BUA spreadsheet and filled in the assigned BUA for each of the 226 lots. What you have
shown in the spreadsheet for August 22, 2008, totaled 1,045,000 sf. This is also incorrect because you included Lot
#214 which was not a residential lot (if it was to be included, the total number of lots would then be 227 and not 226).
If you subtract out the 4,500 sf for Lot #214 from your total, the amount is 1,040,500 sf.
I have a follow up question for you.

What needs to be done now so that the SW Permit shows the 1,040,500 sf for all of the lots?
OR
In the latest design and lot layout assigned to Pond #2, the Lot BUA is 9,000 sf less than what was approved (276,000
sf vs. 285,000 sf). Can I increase the number of total lots draining to Pond #2 so that I arrive at the 1,050,000 sf Lot
BUA? If so then the total number of lots would be 228. Is this a problem for NCDENR-DWQ?
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents are
obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
---- Original Message -----
From: Johnson. Kelly
To: Larry Knoerl
Sent: Tuesday, May 18, 2010 7:22 AM
Subject: RE: SW8 030917 - Village At Motts Landing
OK, thanks.... As for the pond, a pond can always be "bigger" than it is required to be. So, if the pond was originally
designed to hold 100,000sf of BUA, but the impervious has been reduced such that the pond only needs to hold
90,000sf then it is OK to still build the pond to hold 100,000sf as it was permitted. In fact, if you have "extra" BUA
that the pond can hold, you may want to claim that "extra" as "future" in case they want to add things later. For
instance, if they want to add a turn lane or put in a sidewalk in a few years then the permit will still show the pond to
be able to hold the 100,000sf and the permittee will just have to submit for a plan revision to reallocate the "future"
10,000sf to "sidewalk" or "road". Plan revisions in the regular program are free. If you don't claim the "extra" as
"future" then you may run into problems later if you want to add something because if you have to rewrite the permit
text (other than just reallocating BUA between BUA types), then you have to get a mod ($505). Having extra or
"future" is always a good thing to have because you never know what will come up.
KJ
From: Larry Knoerl [mailto:[e-mail]]
Sent: Monday, May 17, 2010 11:26 AM
To: Johnson, Kelly
Subject: SW8 030917 - Village At Motts Landing
Kelly:
I am working on responding to your comments dated May 10, 2010 and I have some questions for you.
But first, a few comments.
The original permit was for 226 lots. This has not changed - there still are 226 lots. When the original permit was
issued, the lots numbered from 1-227, but lot #214 was not a residential lot and therefore was not counted. Lot #214
was to be used for parking for the Amenities Area. Don't ask me why the original engineer did it this way, but that is
what he did. Now we moved the Amenities Area to a different location which changed some of the lots around. Lot #
214 was no longer needed for parking so it became a residential lot. The surveyor, unbeknown to this office,
redesigned the lots and road around the island on the north side of the project. Doing so, he lost a lot compared to

the original design. The gaining of Lot #214 was offset by losing the lot in the island. The result is that we
renumbered the lots from 1-226, there is no longer a Lot #227.
Please check your plans again to see if Lot #91 is shown on the August 22, 2008 plans. It is shown on the plans we
have (southwest of Lot #90). Lot #91 was accounted for in the assignment of BUA for this project (4,500 sf).
The original SW Permit DID include lots 59-64 and should have been included on the August 22, 2008 plans. I believe
that I did show Lots # 59-64 on the latest plans as being part of Phase 1, although it will be built at a later time.. I put
a Phase Line in the plans showing where Phase 1 ends and Phase 2 starts. As per your request, I will add a Project
Area Boundary to the plans.
Now for my question.
Can a pond be allocated more BUA than will actually be used? I am asking this because of Pond #2. It was permitted
with 285K sf and now requires less.
Please let me know.
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the
use of the addressee. Any information contained within this correspondence is provided for your convenience. No
assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed.
User assumes all responsibility for use of this digital information.

4
NCDERR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 10, 2010
Dr. Arnold Sobol, Member Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 030917
The Village at Motts Landing
New Hanover County
Dear Dr. Sobol:
The Wilmington Regional Office received and accepted a Plan Revision request for a
State Stormwater Management Permit for The Village at Motts Landing on March 5,
2010 and a response to my April 19, 2010 additional information request on May 6,
2010. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the
stormwater review:
1.) Impervious allocation: I have enclosed the summary table that was previously
sent with my April 19, 2010 letter which specifies the amount of built upon area
(BUA) per lot previously permitted to drain to each pond and contrasts this
information with the currently -proposed BUA configuration. Your May 6, 2010
letter indicates that the table is correct.
a. The August 22, 2008 permit states, "The project is permitted for 226 lots.
Lots 1-46 and 136-154 are limited to a maximum of 5,000 square feet of
built -upon area, as defined by the stormwater rules, and as indicated in
the approved plans. Lots 130-132, 213, 215-227 and 155 are limited to a
maximum of 4,000 square feet of built -upon area, as defined by the
stormwater rules, and as indicated in the approved plans. All other lots
are limited to a maximum of 4,500 square feet of built -upon area..."
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: 910350-Mk Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer

SW8 071216
May 10, 2010
b. There appear to be some inconsistencies between what has been
permitted and what is proposed. 226 lots were previously permitted.
Some of the inconsistencies I have found include the following. There
may be others that I have not identified. Please make any necessary
corrections:
i. It is my understanding from March 2010 emails with your engineer
that the number of lots is intended to be maintained. If the number
of lots is changing, then this should be a permit modification rather
than a plan revision.
1. The enclosed table shows that Lot 227 was previously
allocated for 4,000sf. But, there is not a Lot 227 on the
plans received on May 6, 2010.
2. There does not appear to be a Lot 91 on the August 22,
2008 approved plans but Lot 91 appears on the May 6, 2010
plans.
ii. The permitted plans exclude the area covered by Lots 59-64, but
the impervious area for these lots (4,500sf per lot) appears to have
been included in the overall BUA accounting in the August 22, 2008
permit. The May 6, 2010 plans state that, "Phase 1A [Lots 59-64] is
part of Phase 1, but to be constructed at a later time than
remainder of Phase 1." Please clearly label the project area for this
permit on the plans.
c. The total BUA for Pond 2 on the table submitted on May 6, 2010 is shown
to be both 276,000sf and 285,000sf. Please make any necessary
corrections.
d. Please show the drainage area line for each BMP on the plans.
2.) Deed Restrictions:
a. Lot Summary: Please submit the information required by the enclosed
table which summarizes which lots drain to each drainage area, the BUA
per lot, the total BUA in each drainage area for all of the lots in the
drainage area, and that the total BUA in each drainage area for all of the
lots equals the total permitted BUA for each drainage area. If the lot
numbers in the enclosed table need to be revised, please do so.
b. Deed Restrictions: Please submit a copy of the recorded deed restrictions
containing all of the required statements as listed in the current permit. If
lot number have been revised such that the deed restrictions need to be
revised please do so and submit the most current recorded deed
restrictions.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to May 19,
2010, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
Page 2 of 3

SW8 071216
-May 10, 2010
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable.
If you have any questions concerning this matter please feel free to call me at (910)
796-7215 or email me at [e-mail].
Sincerely,
JI nson
Environmental Engineer
GDS/kpj: S:IWQSISTORMWATERIADDINFO120101030917.mayl0
enc : BUA Summary Table
BUA Per Lot Summary Table
cc: Larry Knoerl, Tripp Engineering
Wilmington Regional Office Stormwater File
Page 3 of 3

Total impervious,ftz:
Lots, ftz:
Roads/Parking, ftz:
Parking, Lot 214, ftz:
Clubhouse, ftz`.
Future, ftz:
Mite, ftz:
The Village at Motts Landing
SW8 030917
April 19, 2010 Additional Information Request
Impervious Area Summary
2010
Plan Revision Request
August 22, 2008
Permit
Pond i
Pond 2
Pond 3
Curb Outlet
Total
Pond 1
Pond 2
Pond 3
Curb Outlet
Total
693,588
410,811
202,916
432,603
1,739,918
693,588
419,811
202,916
432,603
1,748,918
315,000
276,000
141,000
309,000
1,041,000
315,000
285,000
141,000
309,000
1,050,000
158,623
96,587
61,916
85,033
402,159
146,088
96,587
61,916
110,103
414,694
01
0
0
0
0
0
0
0
5,832
5,832
0
0
0
0
0
0
0
0
6,707
6,707
219,965
38,224
0
38,570
296,7591
232,5001
38,224
0
961
271,685
0
0
0
0
01
01
0
0
0
0

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August 22 ZOOS
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (fe)
Impervious Area (fe)
In Each Draina a Area
1
5,000
5,000
2
5,000
5,000
3
5,000
5,000
4
5,000
5,000
5
5,000
51000
6
5,000
5,000
7
5,000
5,000
8
5,000
5,000
9
5,000
5,000
10
5,000
5,000
it
5,000
5,000
12
5,000
5,000
13
5,000
5,000
14
5,000
51000
15
5,000
5,000
16
5,000
5,000
17
5,000
5,000
18
5,000
5,000
19
5,000
.5,000
20
5,000
5,000
21
5,000
5,000
22
5,000
5,000
23
5,000
5,000
24
5,000
5,000
25
5,000
5,000
26
5,000
.5,000
27
5,000
5,000
28
5,000
5,000
29
51000
5,000
30
5,000
5,000
31
5,000
5,000
32
5,000
5,000
33
5,000
5,000
34
5,000
5,000
35
5,000
5,000
36
5,000
5,000
37
5,000
5,000
38
5,000
5,000
39
5,000
5,000
40
5,000
5,000
41
5,000
51000
42
5,000
5,000
43
I
5,000
5,000
44
1
5,000
5,000
45
5,000
5,000
46
5,000
5,000
47
4,500
4,500
48
4,5001
4,500
49
4,500
4,500

SW8 030917 - The Village at Motts Landing BUA-Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (fe)
Impervious Area (fe)
In Each Drainage Area
50
4,500
4,500
51
4,500
4,500
52
4,500
4,500
53
4,500
4,500
54
4,500
4,500
55
4,500
4,500
56
4,500
4,500
57
4,500
4,500
58
4,500
4,500
59
4,500
4,500
60
4,500
4,500
61
4,500
4,500
62
4,500
4,500
63
4,500
4,500
64
4,500
4,500
65
4,500
4,500
66
4,500
4,500
67
4,500
4,500
68
4,500
4,500
69
4,500
4,500
70
4,500
4,500
71
4,500
4,500
72
5,000
4,500
73
4,500
4,500
74
4,500
4,500
75
4,500
4,500
76
4,500
4,500
77
4,500
4,500
78
4,500
4,500
79
4,500
4,500
80
4,500
4,500
81
4,500
4,500
82
4,500
4,500
83
4,500
4,500
84
4,500
4,500
85
4,500
4,500
86
4,500
4,500
87
4,500
4,500
88
4,500
4,500
89
4,500
4,500
90
4,500
4,500
91
4,500
4,500
92
4,500
4,500
93
4,500
4,500
94
4,500
4,500
95
4,500
4,500
96
4,500
4,500
97
4,500
4,500
98
4,500
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond i 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (ft)
Impervious Area (fet)
In Each Draina a Area
99
4,500
4,500
100
4,500
4,500
101
4,500
4,500
102
4,500
4,500
103
4,500
4,500
104
4,500
4,500
105
4,500
4,500
106
4,500
4,500
107 '
4,500
4,500
108
4,500
4,500
109
4,500
4,500
110
4,500
4,500
ill
4,500
4,500
112
4,500
4,500
113
4,500
4,500
114
4,500
4,500
115
4,500
4,500
116
4,500
4,500
117
4,500
4,500
118
4,500
4,500
119
4,500
4,500
120
4,500
4,500
121
4,500
4,500
122
4,500
4,500
123
4,500
4,500
124
4,500
4,500
125
4,500
4,500
126
4,500
4,500
127
4,500
4,500
128
4,500
4,500
129
4,500
4,500
130
4,500
4,000
131
4,000
4,000
132
4,000
4,000
133
4,500
4,500
134
4,500
4,500
135
4,500
4,500
136
4,500
5,000
137
5,000
5,000
138
5,000
5,000
139
5,000
5,000
140
5,000
5,000
141
51000
5,000
142
5,000
5,000
143
5,000
5,000
144
5,000
5,000
145
5,000
5,000
146
5,000
5,000
147
5,000
5,000

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (fe)
Impervious Area (fe)
In Each Draina a Area
148
5,000
5,000
149
5,000
5,000
150
5,000
5,000'
151
51000
5,000
152
5,000
5,000
153
5,000
5,000
154
5,000
5,000
155
4,000
4,000
156
4,500
4,500
157
4,500
4,500
158
4,500
4,500
159
4,500
4,500
160
4,500
4,500
161
4,500
4,500
162
4,500
4,500
163
4,500
4,500
164
4,500
4,500
165
4,500
4,500
166
4,500
4,500
167
4,500
4,500
168
4,500
4,500
169
4,500
4,500
170
4,5001
4,500
171
4,500
4,500
172
4,500
4,500
173
4,500
4,500
174
4,500
4,500
175
4,500
4,500
176
4,500
4,500
177
4,500
4,500
178
4,500
4,500
179
4,500
4,500
180
4,500
4,500
181
4,500
4,500
182
4,500
4,500
183
4,500
4,500
184
4,500
4,500.
185
4,500
4,500
186
4,500
4,500
187
4,500
4,500
188
4,500
4,500
189
4,500
4,500
190
4,500
4,500
191
4,500
4,500
192
4,500
4,500
193
4,500
4,500
194
4,500
4,500
195
4,500
4,500
196
4,500
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (fe)
Impervious Area (ftZ)
In Each Draina a Area
197
1 4,500
4,500
198
4,500
4,500
199
4,500
4,500
200
4,500
4,500
201
4,500
4,500
202
4,500
4,500
203
4,500
4,500
204
4,500
4,500
205
4,500
4,500
206
4,500
4,500
207
4,500
4,500
208
4,500
4,500
209
4,500
4,500
210
4,500
4,500
211
4,500
4,500
212
4,500
4,500
213
4,000
4,000
214
4,000
4,500
215
4,000
4,000
216
4,000
4,000
217
4,000
4,000
218
4,000
4,000
219
4,000
4,000
220
4,000
4,000
221
4,000
4,000
222
4,000
4,000
223
4,000
4,000
224
4,000
4,000
225
4,000
4,000
226
4,000
4,000
227
4,000
Total BUA:
315,000
276,000
141,000
309,000
1,045,000
1,041,000
Total BUA Should Be:
315,000
285,0001
141,0001
309,000
1,050,000
1,050,000

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street RECT MAY
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 6, 2010
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: The Village At Motts Landing Phase I
Amenities Area
Permit No SW8 030917
TE 03060A
Dear Kelly:
In response to your correspondence dated April 19, 2010, we offer the following:
1. The BUA summary table is correct.
2. Please see revised sheets Cl and C2 enclosed.
3. a. Lot summary is enclosed.
b. Deed restrictions are in the process of being amended to match the lot
summary. A copy will be provided upon receipt from the lawyer.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
arry noerl
DK:dcb
Enc.

Total I mpervious,ftz:
Lots, ft':
Roads/Parking, ftz:
Parking, Lot 214, ft=:
Clubhouse, ftz:
Future; Wt
Offsite,ft':
The Village at Motts Landing
SW8 030917
April 19, 2010 Additional Information Request
Impervious Area Summary
2010
Plan Revision Request
August 22, 2008
Permit
Pond 1
I Pond 2
1 Pond 3 Curb Outlet I Total
Pond 1
Pond 2
Pond 3
Curb Outlet
Total
693,588
419,81
202,91 432,603 1,748,9
693,588
419,811
202,916
432,603
1,748,9
315,
285,
141, 309, 1,050,
315,
285,
141,000
309,
1,050,
158,62
96,58
61,9 95,03 402,
146,088
96,58
61,91
110,103
414,6
0
0
0
0
5,832'
5,8321
01
0
0
0
0
6,70
6,704
219,965
38,22
38,5 296,21232,
38,22
96
271,68
MAY 6 6 2010
By;

SW8 030917 -The Village at Motts Landing BUA Per Lot
2010
Plan Revision Request
August 22 2008
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (ftz)
Impervious Area (ft2)
In Each Drainage Area
1
5,00
5,0001
2
5,00
5,0001
3
5100
5,0001
4
5,00
5,0001
5
5,000
5,0001
6
5,00
5,0001
7
5,0001
5,0001
8
5,000
5,00al
9
5,000
5,0001
10
51000
5,0001
11
5,000
5,00
12
5,000
5,0001
13
5,0001
5,0001
14
5,000
5,0001
15
5,000
5,0
16
51000
5,OOCI
17
5,000
5,
18
5,0001
5,
19
5,0001
5,0
20
5,000
5,00
21
5,000
5,0001
22
5,000
5,0001
23
5,000
5,0001
24
5,000
5,0001
25
5,000
5,00
26
5,000
5,0001
27
5,000
5,0001
28
5,000
5,00
29
5,000
5,0001
30
5,000
5,00
31
5,00
5,00
32
5,00
5100
33
5100
5100
34
5,OOCI
5,00
35
5,0001
5,0001
36
5,0001
5,0001
37
5,0001
S,0001
38
5,0001
5,00
39
5,0001
5,0001
40
5,0001
5,0001
41
5,00CI
5,0001
42
5,00
5,0001
43
5,00
5,0001
44
5,00
5,0001
45
5,000
5,0001
46
5,000
5,0001
47
4,500
4,5001
48
4,500
4,5001
49
4,500
4,5001
50
4,500,4,5001
ep
Q

SW8 030917 - The Village at Motts Landing BUA Per Lot
51
4,5001
4,50CI
52
4,50
4,50131
53
4,5001
4,5
54
4,5001
4,50
55
.4,5001
4,5
56
4,50
4,5001
57
4,5001
4,5001
58
4,5001
4,5001
59
4,50CI
4,5001
60
4,5001
4,5001
61
4,5ULI
4,5001
62
4,5001
4,5001
63
4,5001
4,50
64
4,5001
4,50
65
4,50CI
4,50
66
4,50
4,50
67.
4,50
4,50
68 •
4,50
4,5001
69
4,50
4,5001
70
4,500
4,5001
71
4,500
4,5001
72
. 5,0001
5,0001
73
4,500
4,5001
74
4,500
4,5001
75
4,500
4,5001
76
4,500
4,5001
77
4,500
4,5001
78
4,500
4,5001
79
4,5001
4,5001
80
4,50CI
4,5001
81
4,5001
4,50
82
4,5001
4,50
83
4,5001
4,5001
84
4,5014,50
85
4,5001
4,5001
86
4,5001
4,50
87
4,50
4,5001
88 -
4,50
4,5001
89
4,50
4,5001
90 .
4,50
4,5001
91.,
4,500
4,5001
92
4,500
4,5001
93.
4,500
4,5001
94
4,500
4,50
95
4,500
4,50
96
4,500
4,50
97 -
4,500
4,50
98
4,500
4,5
99
4,500
4,5001
100
4,500
4,5001
101 _
4,500
4,5001
102 _
4,500
4,5001
103
4,500
4,5001
104
4,500
4,5001
105 -
4,500
4,50
106
4,500
4,5001

SW8 030917 - The Village at Motts Landing BUA Per Lot
107
4,500
4,5001
108
4,5014,5001
109
4,500
4,5001
110
4,500
4,5001
111
4,500
4,5001
112
4,500
4,5001
113
4,500
4,50
114
4,500
4,50
115
4,500
4,50
116
4,500
4,50
117
4,500
4,50
118
4,500
4,5001
119
4,500
4,50
120
4,500
4,5001
121
4,500
4,5001
122
4,500
4,5001
123
4,500
4,5001
124
4,500
4,50
125
4,500
4,50
126
4,500
4,5001
127
4,500
4,5001
128
4,500
4,50CI
129
4,500
4,5001
130
4,500
4,5001
131
4,00
4,0001
132
4,00
4,00
133
4,500
4,50
134
4,500
4,50
135
4,500
4,50
136
4,500
4,50
137
5,000
5,00
138
5,000
5,0001
139
5,000
5,0001
140
5,00
5,0001
141
5,00
5,OOCI
142
5,000
5,0001
143
5,00
5,0001
144
5,0001
5,0001
145
5,00
5,00
146
5,00
5,0001
147
5,00
5,0001
148
5,000
5,0001
149
5,0001
5,00(1
ISO,
5,00
5,0001
151.
5,00
5,0001
152
5100
5,00
153
5,00
5,0001
154
5,00
5,0001
155
4,00
4,00
156
4,50
4,5001
157
4,5001
4,5001
158
4,500
4,5001
159
4,500
4,50
160
4,500
4,50
161
4,500
4,50
162
4,500,4,50
tp
�O
D

SW8 030917 - The Village at Motts Landing BUA Per Lot
163
4,500
4,5001
164
4,500
4,5
165
4,500
4,5001
166
4,500
4,5001
167
4,500
4,5001
168
4,500
4,5
169
4,500
4,50
170
4,500
4,5
171
4,500
4,5001
172
4,50
4,5 rva
173
4,500
4,50
174
4,500
4,50
175
4,500
4,50
176
4,500
4,50
177
4,500
4,5001
178
4,500
4,5001
179
4,50
4,5001
180
4,50
4,50CI
181
4,5001
4,50
182
4,50
4,5001
183
4,50
4,5001
184
4,50
4,5001
185
4,500
4,5001
186
4,500
4,5001
187
4,500
4,50
188
4,500
4,5001
189
4,500
4,5001
190
4,500
4,5001
191
4,500
4,5001
192
4,500
4,5001
193
4,500
4,5001
194
4,500
4,5001
195
4,500
4,5001
196
4,500
4,50CI
197
4,500
4,50CI
198
4,500
4,5001
199
4,500
4,5001
200
4,500
4,5001
201
4,500
4,5001
202
4,500
4,5001
203
4,500
4,5001
204
4,500
4,5001
205
4,500
4,5
206
4,500
4,5001
207
4,500
4,50CI
208
4,500
4,5001
209
4,500
4,5001
210
4,500
4,5001
211
4,500
4,50
212
4,500
4,50
213
4,000
4,00
214
4,0001
4,00
215
4,0001
4,00
216
4,00
4,0001
217
4,00
4,00
218
4,OOCI
4,00

SW8 030917 - The Village at Motts Landing BUA Per Lot
219
4,00
4,0001
220
4,OOCI
4,0001
221
4,OOCI
4,00
222
4,OOCI
4,0001
223
1141,000
4,0
4,OOCI
224
4,00
4,0001
225
4,00
4,00
226
4,00
4,00
otal BUA:
0
309,00
1,041,00
Total BUA Should Be:L3LI5,0001itsb,UU
141,000
309,0001
1,050,00
,050,00r
i.
till v'g
Uc O 1

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 19, 2010
Dr. Arnold Sobol, Member Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 030917
The Village at Motts Landing
New Hanover County
Dear Dr. Sobol:
The Wilmington Regional Office received and accepted a Plan Revision request for a State
Stormwater Management Permit for The Village at Motts Landing on March 5, 2010. A
preliminary in-depth review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1.) Impervious allocation: Please verify that the enclosed BUA Summary table reflects the
impervious area configuration requested for this project.
2.) Lot Configuration: It appears that lot 136 has been added north of lot 120 on the plans
submitted for this plan revision. However, the approved plans show that lot 136 is west
of lots 137 and 154. Please submit revised plans showing all of the lots for the entire
project in their revised configuration from the plans permitted on August 22, 2008. In the
revised plans, please show a project area line establishing the area that is covered
under this permit. In particular, please show whether or not the area labeled as "future
development" in hatched lines on the August 22, 2008 plans is included in this permit.
3.) Deed Restrictions:
a. Lot Summary: Please submit the information required by the enclosed table
which summarizes which lots drain to each drainage area, the BUA per lot, the
total BUA in each drainage area for all of the lots in the drainage area, and that
the total BUA in each drainage area for all of the lots equals the total permitted
BUA for each drainage area. If the lot numbers in the enclosed table need to be
revised, please do so.
b. Deed Restrictions: Please submit a copy of the recorded deed restrictions
containing all of the required statements as listed in the current permit. If lot
number have been revised such that the deed restrictions need to be revised
please do so and submit the most current recorded deed restrictions.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to May 19, 201 G, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 N Carolina
Internet: www.ncwaterquallty.org aturally
An Equal opportunity 1 Affirmative Action Employer

SW8 030917
April 19, 2010
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincer ly,
ly Johnson
Environmental Engineer
GDS/kpj: S:\WQS\STORMWATER\ADDINFO\2010\030917.aprl0
enc : BUA Summary Table
BUA Per Lot Summary Table
cc: Larry Knoerl, Tripp Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

Total Impervious,fe:
Lots, ftZ:
Roads/Parking, fi?:
Parking, Lot 214, ftZ:
Clubhouse, ftZ:
Future, ftZ:
Mite, ftZ:
The Village at Motts Landing -+I Lc
SW8 030917
April 19, 2010 Additional Information Request
Impervious Area Summary
2010
Plan Revision Request
August 22, 2008
Permit
Pond 1
Pond 2
Pond 3
Curb Outlet
Total
Pond 1
Pond 2
Pond 3
1 Curb Outlet
F Total
693,588
410,811
202,916
432,603
1,739,918
693,588
419,811
202,9161
432,6031
1,748,918
315,000
276,000
141,000
309,000
1,041,000
315,000
285,000
141,000
309,000
1,050,000
158,623
96,587
61,916
85,033
402,159
146,088
96,587
61,9161
110,103
414,694
0
01
0
0
0
0
0
0
5,832
5,832
0
0
0
0
0
0
0
0
6,707
6,707
219,965
38,224
0
38,570
296,759
232,500
38,224
0
961
271,685
0
0
0
0
0
01
01
0
01
0

SW8 030917 - The Village at Motts Landing BLIA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BLIA Per Lot (fe)
Impervious Area (ftz)
In Each Draina a Area
1
5,000
5,000
2
5,000
5,000
3
5,000
5,000
4
5,000
5,000
5
..,000
5,000
6
5,0001
5,000
7
5,0001
5,000
8
5,0001
5,000
9
5,000
5,000
10
5,000
5,000
11
5,000
5,000
12
5,000
5,000
13
5,000
5,000
14
5,000
5,000
15
5,0001
5,000
16
5,0001
5,000
17
.5,0001
5,000
18
5,000
5,000
19
5,000
5,000
20
5,000
5,000
21
5,000
5,000
22
5,000
51000
23
5,000
5,000
24
5,000
5,000
25
5,000
5,000
26
1 5,000
5,000
27
5,000
5,000
28
5,000
5,000
29
5,000
5,000
30
5,000
5,000
31
5,000
5,000
32
5,000
5,000
33
5,000
5,000
34
5,000
5,000
35
5,000
5,000
36
5,000
5,000
37
5,000
5,000
38
5,000
5,000
39
5,000
5,000
40
5,000
5,000
41
5,000
5,000
42
5,000
5,000
43
5,000
5,000
44
5,000
5,000
45
5,000
5,000
46
5,000
5,000
47
4,500
4,500
48
4,500
4;500
49
4,5001
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August ZZ ZOOS
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (fe)
Impervious Area (ft?)
In Each Drains a Area
50
4,500
4,500
51
4,500
4,500
52
4,500
4,500
53
4,500
4,500
54
4,500
4,500
55
4,500
4,500
56
4,500
4,500
57
4,500
4,500
58
4,500
4,500
59
4,500
4,500
60
4,500
4,500
61
4,500
4,500
62
4,500
4,500
63
4,500
4,500
64
4,500
4,500
65
4,500
4,500
66
4,500
4,500
67
4,500
4,500
68 _
4,500
4,500
69
4,500
4,500
70
4,500
4,500
71
4,500
4,500
72
5,000
4,500
73
4,500
4,500
74
4,500
4,500
75
4,500
4,500
76
4,500
4,500
77
4,500
4,500
78
4,500
4,500
79
4,500
4,500
80
4,500
4,500
81
4,500
4,500
82
4,500
4,500
83
4,500
4,500
84
4,500
4,500
85
4,500
4,500
86
4,500
4,500
87
4,500
4,500
88
4,500
4,500
89
4,500
4,500
90
4,500
4,500
91
4,500
4,500
92
4,500
4,500
93
4,500
4,500
94
4,500
4,500
95
4,500
4,500
96
4,500
4,500
97
4,500
41500
98
4,500
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August 22 ZOOS
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (W)
Impervious Area (fe)
In Each Draina a Area
99
4,500
4,500
100
4,500
4,500
101
4,500
4,500
102
4,500
4,500
103
4,500
4,500
104
4,500
4,500
105
4,500
4,500
106
4,500
4,500
107
4,500
4,500
108
4,500
4,500
109
4,500
4,500
110
4,500
4,500
111
4,500
4,500
112
4,500
4,500
113
4,500
4,500
114
4,500
4,500
115
4,500
4,500
116
4,500
4,500
117
4,500
4,500
118
4,500
4,500
119
4,500
4,500
120
4,500
4,500
121
4,500
4,500
122
4,500
4,500
123
4,500
4,500
124
4,500
4,500
125
4,500
4,500
126
4,500
4,500
127
4,500
4,500
128
4,500
4,500
129
4,500
4,500
130
4,500
4,000
131
4,000
4,000
132
4,000
4,000
133
4,500
4,500
134
4,500
4,500
135
4,500
4,500
136
4,500
5,000
137
5,000
5,000
138
5,000
5,000
139
5,000
5,000
140
51000
5,000
141
5,000
5,000
142
5,0001
5,000
143
5,000
5,000
144
5,000
5,000
145
5,000
5,000
146
5,000
_
5,0nn
147
5,000
5,000

SW8 030917 - The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond 1 I Pond 2 1 Pond 3 1 Curb Outlet
BUA Per Lot (fe)
Impervious Area (ftz)
In Each Draina a Area
148
5,000
51000
149
5,000
5,000
150 .
5,000
5,000
151
5,000
5,000
152
5,000
5,000
153
5,000
5,000
154
5,000
5,000
155
4,000
4,000
156
4,500
4,500
157
4,5001
4,500
158
4,500
4,500
159
4,500
4,500
160
4,500
4,500
161
4,500
4,500
162
4,500
4,500
163
4,500
4,500
164
4,500
4,500
165
4,500
4,500
166
4,500
4,500
167
4,500
4,500
168
4,5001
4,500
169
4,5001
4,500
170
4,500
4,500
171
4,500
4,500
172
4,500
4,500
173
4,500
4,500
174
4,500
4,500
175
4,500
4,500
176
9
4,500
4,500
177
4,500
4,500
178
4,500
4,500
179
4,500
4,500
180
4,500
4,500
181
4,500
4,500
182
4,500
4,500
183
4,500
4,500
184
4,500
4,500
185
4,500
4,500
186
4,500
4,500
187
4,500
4,500
188
4,500
1
4,500
189
4,500
4,500
190
4,500
4,500
191
4,500
4,500
192
4,500
4,500
193
4,500
4,500
194
4,500
4,500
195
4,500
4,500
196
4,500
4,500

SW8 030917 -The Village at Motts Landing BUA Per Lot
May 10, 2010 Add Info Letter
2010
Plan Revision Request
August
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
-BUA Per Lot (ft)
Impervious Area (ftz)
In Each Draina a Area
197
4,500
4,500
198
4,500
4,500
199
4,500
4,500
200
4,500
4,500
201
4,500
4,500
202
4,500
4,500
203
4,500
4,500
204
4,500
4,500
205
4,500
4,500
206
4,500
4,500
207
4,500
4,500
208
4,500
4,500
209
4,500
4,500
210
4,500
4,500
211
4,500
4,500
212
4,500
4,500
213
4,000
4,000
214
4,000
4,500
215
4,000
4,000
216
4,000
4,000
217
4,000
4,000
218
4,000
4,000
219
4,000
4,000
220
4,000
4,000
221
4,000
4,000
222
4,000
4,000
223
4,000
4,000
224
4,000
4,000
225
4,000
4,000
226
4,000
4,000
227
4,000
Total BUA:
315,0001
276,000
141,000
309,000
1,045,000
1,041,000
Total BUA Should Be:
315,0001 285,0001
141,0001
309,000
1,050,000
1,050,000

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SW8 030917 - The Village at Motts Landing BUA Per Lot
2020
August
Plan Revision Request
Permit
Lot Number
Pond 1 Pond 2 1 Pond 3 1 Curb Outlet
Impervious Area (ft2)
BUA Per Lot (ft2)
In Each Draina a Area
1
-
5,000
2
5,000
3
5,000
4
5,000
5
_
5,000
6
5,000
7
5,000
8
5,000
9
5,000
10
5,000
11
5,000
12
5,000
13
5,000
14
5,000
15
5,000
16
5,000
17
5,000
18
5,000
19
5,000
20
5,000
21
5,000
22
5,000
23
5,000
24
5,000
25
5,000
26
5,000
27
5,000
28
5,000
29
5,000
30
5,000
31
5,000
32
5,000
33
5,000
34
5,000
35
5,000
36
5,000
37
5,000
38
5,000
39
5,000
40
5,000
41
5,000
42
5,000
5,000
43
44
5,000
45
5,000
46
5,000
47
4,500
48
4,500
49
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
50
4,500
51
4,500
52
4,500
53
4,500
54
4,500
55
4,500
56
4,500
57
4,500
58
4,500
59
4,500
60
4,500
61
4,500
62
4,500
63
4,500
64
4,500
65
4,500
66
4,500
67
4,500
68
4,500
69
4,500
70
4,500
71
4,500
72
4,500
73
4,500
74
4,500
75
4,500
4,500
76
77
4,500
78
4,500
79
4,500
80
4,500
81
4,500
82
4,500
83
4,500
84
4,500
85
4,500
86
4,500
87
4,500
88
4,500
89
4,500
90
4,500
91
4,500
92
4,500
93
4,500
94
4,500
95
4,500
96
4,500
97
4,500
98
4,500
99
4,500
100
4,500
101
4,500
102
4,500
103
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
104
4,500
105
4,500
106
4,500
107
4,500
108
4,500
109
4,500
110
4,500
111
4,500
112
4,500
113
4,500
4,500
114
-
115
4,500
116
4,500
117
4,500
118
4,500
119
4,500
120
4,500
121
4,500
122
4,500
123
4,500
124
4,500
125
4,500
126
4,500
127
4,500
128
4,500
129
4,500
130
4,000
131
4,000
132
4,000
133
4,500
134
4,500
135
4,500
136
5,000
137
5,000
138
5,000
139
5,000
140
5,000
141
5,000
142
5,000
143
5,000
144
5,000
145
5,000
146
5,000
147
5,000
148
5,000
149
5,000
150
5,000
5,000
151
152
5,000
153
5,000
154
5,000
155
4,000
156
4,500
157
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
158
4,500
159
4,500
160
4,500
161
4,500
162
4,500
163
4,500
164
4,500
165
4,500
166
4,500
167
4,500
168
4,500
169
4,500
170
4,500
171
4,500
172
4,500
173
4,500
174
4,500
175
4,500
176
4,500
177
4,500
178
4,500
179
4,500
180
4,500
181
4,500'
182
4,500
183
4,500
184
4,500
185
4,500
186
4,500
187
4,500
188
4,500
189
4,500
190
4,500
191
4,500
192
4,500
193
4,500
194
4,500
195
4,500
196
4,500
197
4,500
198
4,500
199
4,500
200
4,500
201
4,500
• 202
4;500
203
. 4,500
204
4,500
205
4,500
206
4,500
207
4,500
208
4,500
209
4,500
210
4,500
211
4,500

SW8 030917 - The Village at Motts Landing BUA Per Lot
212
4,500
213
4,000
214
4,500
215
4,000
216
4,000
217
4,000
218
4,000
219
4,000
220
4,000
221
4,000
222
4,000
223
4,000
224
4,000
225
4,000
226
4,000
227
4,000
Total BUA:
0
0
0
0
1,045,000
Total BUA Should Be:.
315,000
285,000
141,000
309,000
1,050,000
1,050,000
Note: 226 Lots were permitted on 8122108. Lot 227 is referenced in the 8122108 permit. If
one lot number between 1-226 is not a lot number, please reflect that in this summary
table. Please also clarify the status of lots 119A and 120A.

CA201010601152
SOSID: 0637949
Date Filed: 4/16/2010 3:49:00 PM
LIMITED LIABILITY COMPANY Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of state
CA201010601152
NAME OF LIMITED LIABILITY COMPANY: Aftew Properties, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0637949
NATURE OF BUSINESS: Real Fslate.
REGISTERED AGENT: SOBOL, ARNOLD
REGISTERED OFFICE MAILING ADDRESS: 2020 South Churchill Drive
Wilmington, NC 28403
REGISTERED OFFICE STREET ADDRESS: 2020 South Churchill Drive
Wilmington, NC 28403 New Hanover County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE'TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 2020 South Churchill Drive
Wihnington, NC 28403
PRINCIPAL OFFICE STREET ADDRESS: 2020 South Churchill Drive
Ilmington, NC 28403
MANAGERS/M[EM BERS/ORGANIZERS:
Name: Arnold L Sobol Name: Florence S Sobol
Title. Manager Title. Manager
Address: Address:
2020 South Churchill Drive 2020 South Churchill Drive
Wilmington, NC 28403 Wilmington. NC 28403
CERTIFY ION OF ANNUAL MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
REPO T
FORM MUST BE SIGNED BY A MANAGERIMEMBER DATE
Ae-,�a 0 &a L . Sv 9,6 L 114 f; #, set l i19 ivy,9 f 6;Z
TYPE OR PRINT NAME Tin OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretory of State o Corporations Division • Poet Office Box 29525 • Raleigh, NC 27626-0525

Johnson, Kelly
From: Della [[e-mail]]
Sent: Friday, March 12, 2010 9:19 AM
To: Johnson, Kelly
Subject: RE: Village at Motts Landing, SW8030917
Kelly:
Yes, everything that you stated in your email message is correct.
We did not change any ponds or the total amount of impervious area or total drainage area going to each pond.
Thanks,
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the
use of the addressee. Any information contained within this correspondence is provided for your convenience. No
assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed.
User assumes all responsibility for use of this digital information.
----- Original Message From: Della
To: 'Larry Knoerl'
Sent: Tuesday, March 09, 2010 4:02 PM
Subject: FW: Village at Motts Landing, SW8030917
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Tuesday, March 09, 2010 3:28 PM
To: [e-mail]
Subject: Village at Motts Landing, SW8030917
Larry,
I went through this package this afternoon and it looks like you may have a plan revision rather than a permit
modification (which means it is free). The overall BUA is maintained at the same amount as was permitted
(1,748,918sf). In DA112,535sf of BUA is moving from "future" to "streets". And, in the "overall" totals, the clubhouse
(6,707sf) and parking (5,832sf) have been removed and this BUA has been transferred to future. Can you confirm that
these are the only changes and that there are no other changes being proposed that would affect the permit text.
(Such as the # of lots is staying the same, you aren't adding or removing drainage area, you aren't doing any changes to
the design of any of the ponds; etc). If so, then we will return the check and process this as a plan revision.
Thanks,
Kelly

*** My email has changed to keliv.o.iohnsontDncdenr.eov
KtU W0kVUSow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 920.796.7345
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.

TRIPP ENGmEmG9 P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
March 5, 2010
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: The Village At Motts Landing
Amenities Area
Permit No SW8 030917
TE 03060A
Dear Linda:
CT MAR, if IQ
We are requesting a modification to the abo eferenced e or a proposed
amenities area. The original permit included the impervious area for the proposed
clubhouse. We are now also proposing a pool, tennis court and parking area. The
additional impervious amount has been taken out of the impervious area listed as "future"
on the original permit. Therefore there is no net change to the total impervious area
permitted and no change to the design of the pond.
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, a wet detention basin supplements, operation
and maintenance agreement, (2) sets of calculations and one check for the application fee.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Larry Knoerl
LDK:dcb
Enc.
r'ZECEIVED
MAR 0 5 2010
BY:

March 04, 2010
Stormwater Narrative
The Village at Mott's Landing
- Amenities Area
New Hanover County, NC
TE 03060A
The Village at Mott's Landing — Amenities Area is an existing vacant 2.88 acre tract
proposed for use with a clubhouse, pool, tennis Court and parking area. The location of
this Amenities Area replaces the one previously designed for this project. Stormwater
drainage from the Amenities Area will drain to Wet Detention Basin #1. The change in
location of this area has no affect on the previous design of Wet Detention Basin #1 since
the amount of the total drainage area and impervious area remains the same.
Wet Detention Basin #1 was designed as high density and treated by wet detention. This
pond was designed to meet the State's 1" and the County's 25-year pre -post requirement.
Outflow from all ponds drains to Mott's Creek, classification C-SW.
Please see the attached "Village At Motts Landing — Amenities Area 10 and 25-Year
Storm Pipe Calculations' dated 03/04/10.

03/04 =0 The Village at Motts Landing
CDC Stormwater Calculations 03060A
Pond #1
Total Drainage Area
sq. ft.
acres
1,892,246
43.44
Impervious Area
Land Use
sq. ft.
acres
uildings
315,000
7.23
arldng/asphalt
15ti,6-23
3.64
ure
219,955
5.05
otal
6931588
15.92
Stormwater Calculations:
Time of Concentration
Hydraulic Length (L) = 1,350ft.
change in Height (H) = 6ft.
Tc = (12 /H)-e / 128
16.17 min.
Flow for 1 year, 24 hour Storm (Q)
QPRE = (CPRd x (I) x (Area)
52.89 cfs
QPOST (`'POST) x (I) x (Area)
= 107.89 cfs
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
(sq- %
Normal Pool
9.00
79,475
Flood Pool
10.00
83,448
Top of Bank4.
00
99,91
ottom of Pool
3.00
34,732
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) / 2]
x (F.P. elev. - N.P. elev )
81,462 cu. ft.
% impervious = 0.367
36.7%
say 37.G%
"PRE = 0.25
CPosT = (% imp)(.95)+(1-% imp)(.25)
0.51
I, = 4.87 in/hr
I,o = 6.30 in/hr
State Surface Area Requirement at normal pool:
Pond side slopes = 31
Depth below V.S. = 3.5 ft.
SAIDA = 0.0420
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter)
Required SA = x (Total Drainage ea
= 79,474sq. IL
State Volume Required for Storage of first 1" of runoff:
Rv = .05+ .009(% imp)
= 0.38
V= (Design rainfalq(Rv)(Drainage Area)
59,903 cu_ ft
03060Pond 1 revised.xis 1 of 2

03/04!2010 The Village at Motts Landing
CDC Stormwater Calculations
Pond #1
Pond Volume:
Bottom SA = 34,732 sq. ft.
Normal Pool SA = 79,475 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 21 x (N.P, el. - Bottom el)
= 342,621 cu. ft.
Forebav:
Required Volume
Vol. = 20% of storage volume
08,524 cu. It.
• u = 4� iRKit R7T Tip A
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
= 0.347 cfs
iced Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
9= 32.2Us'
h = (F.P. elev: N.P. elev.) /2
O,50 fL
A = 0.1018 sq. ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.3601 fL
4.32 in.
"Use: 4 in diameter pipe
Outlet Structure Check:
Using a 4' x f Basin,
Perimeter L)= 16ft.
Q = CIA
C = (% imp)(95) + (1-% imp.)(.25)
= 0.51
1= 6.30 in. for a 25 yr. Storrs
A = 43.44 Acres
139.57 cfs
Q= 06vxLxH15
H = [Q / (Cw x L)p
Cw=3
2.04 ft.
Peak elevation = flood pool elevation + H
12.04ft.
Provided Volume
Bottom SA = 20,795 sq. ft.
Normal Pool. SA = 25215 sq- it
Vol. _ [(N.R SA + Bottom SA) ! 2] x (N.P. el. - Bottom el.)
69,015cu_ ft.
depth = 3 ft.
Flow for 5-day drawdown:
for list 1" of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
0.139 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
9 = 32.2 ftls'
h = (F.P. elev. - N.P. elev.)/2
0.5 ft.
A = 0.0407 sq. ft.
Diameter of Pipe for 5-dodrawdown:
DIA. = SQRT[(A x 4) / pi]
0.2277 fL
2.73in.
Drawdown Calculation
prince used-- 4In.
Drawdown rate= 0.297 cis
Drawdown time= 3.17 days
03060Pond 1 revised.xls 2 of 2