SW8080507_Historical File_20080616

0� NN A
,
Michael F. Easley, Governor
+1 k
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
''' •- _ "
Division of Water Quality
June 16, 2008
Brian Dilsheimer, Manager
Dilsheimer Communities of North Carolina, LLC. Manager
DCNC North Carolina I, LLC
2528 Independence Boulevard Suite 104
Wilmington, NC 28412
Subject: Stormwater Permit No. SW8 080507
The Villages at Turtle Creek Phases 6 & 7
High Density Subdivision Project
Pender County
Dear Mr. Dilsheimer:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Villages at Turtle Creek Phases 6 & 7 on June 13, 2008. 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 Permit No.
uated iune 16', 2008, for the construction of the project, project name.
This permit shall be effective from the date of issuance until June 16, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Lin
fe Lewis, or me at [phone].
S
�3a&141--
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATERIPERMIT1080507.jun08
cc: Eric Seidel, P.E., Cavanaugh & Associates
Pender County Planning Department
Division of Coastal Management
Linda Lewis
Wilmington Regional Office None
Central Files �Carolinatura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newatnualiiy.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080507
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Brian Dilsheimer, Dilsheimer Communities of North Carolina, LLC & DCNC North Carolina 1, LLC
The Villages at Turtle Creek Phases 6 & 7
NC 210 and Lodge Hall Road, Sun` City, Pender County
FOR THE
construction, operation and maintenance of nine (9) infiltration basins 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.
This permit shall be effective from the date of issuance until June 16, 2018 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Sections 1.7 and 1.8 on page 3 of this permit.
3. The subdivision is permitted for 183 units, each allowed a maximum built -upon
area as described in Attachment A to this permit.
4. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
5. Each basin must be operated with a 50' vegetated filter.
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 080507
7.
Q
The following design elements have been approved for infiltration basins 6A, 6B,
6C and 6D, and must be provided in the system at all times.
FC
L7
C.
d.
e.
f.
9•
h.
k.
0
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Buildings, ft2:
Roads/Parking, ft2:
Sidewalk ft2:
Offsite, ft�:
Basin Depth, feet:
Design Storm:
SHWT, fmsl:
Bottom Elevation, FMSL:
Permitted Surface Area @Bottom, ft2:
Permitted Storage Volume, ft3:
Storage/Bypass Elevation, FMSL:
Type of Soil:
Expected Infiltration Rate, in/hr:
Stream Index Number:
Classification of Water Body:
6A 61B 6C 6D
2.37
103,199
0
58,367
0
51,546
6,821
0
1.75
1.5
43.0
45.0
3,632
8,243
46.75
Onslow
0.6
4.17
181,644
0
113,977
45,123
58,618
10,236
0
2.9
1.5
39.8
42.0
3,693
14,537
44.9
Onslow
0.6
18-87-8
11SAoe
2.65
115,231
0
65,310
41,505
19,130
4,675
0
1.75
1.5
39.2
42.0
4,255
8,801
43.75
Kureb
7.92
2.20
95,954
0
59,545
36,326
18,919
4,300
0
1.1
1.5
35.8
37.9
6,360
7,993
39.0
Kureb
0.6
The following design elements have been approved for infiltration basins 7A, 7B,
7C, 7D, and 7E and must be provided in the system at all times.
7A
713
7C
71)
7E
b.
Drainage Area, acres:
1.79
7.02
2.86
2.39
1.34
Onsite, ft2:
78,115
305,617
124,600
104,231
58,484
Offsite, ft2:
0
0
0
0
0
b.
Total Impervious Surfaces, ft2:
42,808
170,036
72,387
58,862
32,387
Buildings, ft2:
23,342
70,026
34,765
26,391
20,204
Roads/Parking, ft2:
16,405
82,398
32,295
27,185
9,475
Sidewalk, ft2:
3,061
17,612
5,327
5,286
2,706
Offsite, ft2:
0
0
0
0
0
C.
Basin Depth, feet:
1.75
1.5
1.5
1.5
1.6
d.
Design Storm:
1.5
1.5
1.5
1.5
1.5
e.
SHWT, fmsl:
37.3
38.5
49.0
49.0
45.5
f.
Bottom Elevation, FMSL:
39.5
41.0
51.0
51.0
49.0
g.
Permitted Surface Area @Bottom, ft2:
3,100
15,172
5,255
4,343
2,194
h.
Permitted Storage Volume, ft3:
6,192
24,700
8,939
7,434
4,281
I.
Storage/Bypass Elevation, FMSL:
41.25
42.5
52.5
52.5
50.6
j.
Type of Soil:
Kureb
Mand.
Mand.
Mand.
Leon
k.
Expected Infiltration Rate, in/hr:
0.6
6.4
6.5
6.5
5.71
1.
Time to Draw Down. hours:
34
3
3
3
4
m.
Receiving Stream / River Basin:
Becky's Creek / CPF24
n.
Stream Index Number:
18-87-8
o.
Classification of Water Body:
"SA"
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 080507
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
7. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
9. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 080507
10. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 080507, 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 as listed on Attachment A to this
permit. The allotted amount includes any built -upon area constructed
within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
11. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 080507
14. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
15. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
16. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality signed by both parties involved, accompanied by the appropriate
documentation as listed on page 2 of the form. The project must be in good
standing with DWQ. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 080507
Permit issued this the 16th day of June 2008.
NORTH OLINA ENVIRO ENTAL MANAGEMENT COMMISSION
,(— . ote_
To r Coleen . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 080507
The Villages at Turtle Creek Phases 6 & 7
Stormwater Permit No. SW8 080507
Pender Countv
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8 080507
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Pender County Planning Department
Page 9 of 10

State Stormwater Management Systems
Permit No. SW8 080507
Attachment A
BUA per unit for The Villages at Turtle Creek Phases 6 & 7
Lot #
Max. BUA
s
Lot #
Max. BUA
s
Lot #
Max. BUA
s
Lot #
Max. BUA
s
221
1950
267
1850
313
1600
359
1850
222
1700
268
1850
314
1600
360
1850
223
1950
269
1600
315
1850
361
1600
224
1950
270
1600
316 _;
_ _ 1850 _
362
1600
225
1700
271
1600
317
1600
363
1600
226
1700
272
1600
318
1600
364
1600
227
1700
273
1850
319
1600
365
1850
228
1950
274
1850
320
1600
366
1850
229
1950
275
1600
321
1850
367
1600
230
1700
276
1600
322
1850
368
1600
231
1700
277
1600
323
1600
369
1600
232
1700
278
1600
324
1600
370
1850
233
1700
279
1850
325
1600
371
1850
234
1950
280
1850
326
1850
372
1600
235
1950
281
1 1600
327
1850
373
1850
236
1700
282
1600
328
1600
374
1850
237
1700
283
1850
329
1600
375
1600
238
17.00
284
1850
330
1850
376
1600
239
1950
285
1600
331
1850
377
1850
240
1850
286
1600
332
1600
378
1850
241
1600
287
1 1600
333
1600
379
1600
242
1600
288
1850
334
1850
380
1600
243
1600
289
1850
335
1850
381
1600
244
1600
290
1600
336
1600
382
1850
245
1850
291
1600
337
1850
383
1850
246
1850
292
1850
338
1850
384
1600
247 1
1600
293
1 1850
339
1600
384
1600
248
1600
294
1600
340
1600
386
1600
249
1600
295
1850
341
1600
387
1600
250
1850
296
1850
342
1 1600
388
1850
251
1850
297
1600
343
1850
389
1850
252 1
1600
298 1
1600
344
1850
390
1600
253
1600
299
1850
345
1600
391
1600
254
1600
300
1850
346
1600
392
1600
255
1850
301
1600
347
1600
393
1600
256
1850
302
1600
348
1600
394
1850
257
1600
303
1850
349
1850
395
1850
258
1600
304
1850
350
1850
396
1600
259
1850
305
1600
351
1600
397
1600
260
1850
306
1850
352
1600
398
1600
261
1600
307
1850
353
1600
399
1600
262
1600
308
1600
354 i
1850
400
1850
263
1850
309
1600
355
1850
401
1850
264
1850
310
1600
356
1600
402
1600
265
1600
311
1850
357
1600 1
403
1850
266
1600
312
1850
358
1600
Page 10 of 10

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
5-2Q-000b0
$4500
Slti 8 o 0
5112, ZW 8 Cony)
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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
of DCNC North Carolina I, LLC Di 1 SheI m a- a*%m V n i ke S of N)Oh Cpajrn 2
2. Print Owner/Signing Official's naze avd title
28r' UJ--V2e1M4
c'1211-fig, Dilsheimer, t / Mem-h OfE
3. Mailing Address for person listed in item 2 above:
le for facility and compliance):
c
2528 Independence Blvd. Suite #104
City:Wihr ington State:NC Zip:28412
Phone: (910 ) 790-9880 Fax:
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Villages at Turtle Creek Ph 2 Se S & 4
5. Location of Project (street address):
NC 210 and Lodge Hall Road
City: Surf City County: Pender Zip: 28445
6. Directions to project (from nearest major intersection):
From the intersection of US 17 and NC 210, travel East on NC 210 two (2) miles. Turn left after Lodge Hall
Road.
7. Latitude:34° 27 0.45" N Longitude:77° 32' 55.24" W of project
8. Contact person who can answer questions about the project:
Name: T om Miner Telephone Number: (610 617-9703
Erna it:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ✓ New ❑Renewal OModification
Fonn SWU-101 Version 03.27.08 Page 1 of 4

512v-v3
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SVA3�96A6A8- and its issue date (if known) ghE:;�6
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP []Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control Z404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runnoff from the impervious and non -impervious areas will sheet flow to valley curb for eventual
discharge to nine (9) proposed infiltration ponds by way of swales curb inlets yard inlets and piped stormwater
conveyance system.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 65.44 acres 4. Total Wetlands Area: 24.05 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 39.81 acres 7. Project Built Upon Area: 38.38 %
8. How many drainage areas does the project have? 9
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information.
Drainage Area 1 &A
Drainage Area 2 `
Receiving Stream Name
Becky's Creek
Becky's Creek
Stream Class & Index No.
SA
SA
Total Drainage Area (sf)
103,199
181,644
On -site Drainage Area (sf)
103,199
181,644
Off -site Drainage Area (sf)
0
0
Existing Impervious* Area (sf)
0
0
Proposed Impervious*Area (sf)
58,367
113,977
% Impervious* Area (total)
56.6
62.7
Impervious* Surface Area
Drainage Areal
Drainage Area 2
On -site Buildings (sf)
0
45,123
On -site Streets (sf)
51,546
.48,116
On -site Parking (sf)
0
10,502
On -site Sidewalks (sf)
6,821
10,236
Other on -site (sf)
0
0
Off -site (sf)
0
0
Total (so:
58,367
113,977
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (B UA).
Form SWU-101 Version 03.27.08 Page 2 of 4

10. How was the off -site impervious area listed above derived? Computer Generated
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment Forms can be
downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from h=://h2o.enr.state.nc.us/su/bml2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
hnfiltration Basin Supplement
Underground hnfiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWTJ-101 Version 03.27.08 Page 3 of 4

SIZO-vg
OFTICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina Department of Environment and Natural Resources
Division of Water Quality
Additional Sheet
Basin Information
Receiving Stream Name
Drainage Area 3
Becky's Creek
Drainage Area 4
Becky's Creek
Receiving Stream Class
SA
SA
Total Drainage Area (sf)
115,231
95,954
On -site Drainage Area (sf)
115,231
95,954
Off -site Drainage Area (sf)
0
0
Existing Impervious* Area (sf)
0
0
Proposed Impervious *Area (sf)
65,310
59,545
% Impervious * Area (total)
56.7
62.1
Basin Information
Receiving Stream Name
Drainage Area 5 ? A.
Becky's Creek A
Drainage Area 6
Becky's Creek
Receiving Stream Class
SA
SA
Total Drainage Area (sf)
78,115
305,617
On -site Drainage Area (sf)
78,115
305,617
Off -site Drainage Area (sf)
0
0
Existing Impervious* Area (sf)
0
0
Proposed Impervious *Area (sf)
42,808
170,036
% Impervious * Area (total)
54.8
55.6
Form SWTJ-101 Version_ 3.99 Page 1 of 3

s ,.0c.) —62q
Basin Information
Receiving Stream Name
Drainage Area 7
Becky's Creek
Drainage Area 8
Becky's Creek
Receiving Stream Class
SA
SA
Total Drainage Area (sf)
124,600
104,231
On -site Drainage Area (sf)
124,600
104,231
Off -site Drainage Area (so
0
0
Existing Impervious* Area (sf)
0
0
Proposed Impervious *Area (sf)
72,387
58,862
% Impervious * Area (total)
58.1
56.5
Basin Information
Receiving Stream Name
Drainage Area 9.
Becky's Creek
Receiving Stream Class
SA
Total Drainage Area (sf)
58,484
On -site Drainage Area (sf)
58,484
Off -site Drainage Area (sf)
0
Existing Impervious* Area (sf)
0
Proposed Impervious *Area (sf)
32,387
% Impervious * Area (total)
55.4
Form SAAITJ-101 Version 3.99 Page 2 of 3

S-ZU-a�e
Impervious * Surface Area
On -site Buildings (sf)
Drainage Area 3 �� 1
41,505
Drainage Area •I
36,326
On -site Streets (sf)
1,701
18,919
On -site Parking (sf)
17,429
0
On -site Sidewalks (sf)
4,675
4,300
Other on -site (sf)
0
0
Off -site (sf)
0
0
Total: 65,310
Total: 59,545
Impervious * Surface Area
Drainage Area 5
Drainage Area 6
On -site Buildings (sf)
23,342
70,026
On -site Streets (sf)
10,491
60,904
On -site Parking (sf)
5,914
21,494
On -site Sidewalks (so
3,061
17,612
Other on -site (sf)
0
0
Off -site (sf)
0
0
Total 42,808
Total: 170,036
Impervious * Surface Area
Drainage Area 7
Drainage Area > "'
On -site Buildings (sf)
34,765
26,391
On -site Streets (sf)
16,716
16,418
On -site Parking (sf)
15,579
10,767
On -site Sidewalks (so
5,327
5,286
Other on -site (so
0
0
Off -site (sf)
0
0
Total: 72,387
Tom: 58,862
Impervious * Surface Area
Drainage Area 9
On -site Buildings (sf)
20,204
On -site Streets (sf)
9,475
On -site Parking (sf)
0
On -site Sidewalks (sf)
2,708
Other on -site (sf)
0
Off -site (sf)
0
Total: 32,387
* Impervious area is defined us the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
** Pool Dock, Tennis Courts
Form SWU-101 Version 3.99 Page 3 of 3

10. How was the off -site impervious area listed above derived? Computer Generated
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all Subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from hU://h2o.enr.state.nc.us/su/b= forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from htip://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of 4

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. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at hho://h2o.enr.state.nc.us/su/insi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form EA S
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BUT , IS
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR 44S
• Calculations & detailed narrative description of stormwater treatment/management " 4 S
• Copy of any applicable soils report 44
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Cavanaugh & Associates, P.A.
Mailing Address:130 North Front Street, Suite 202
City: Wilmin� on State: NC Zip: 28401
Phone: (910 ) 392-4462 Fax: (910 ) 392-4612
Email:eric.seidel®cavanaughsolutions.com
VIII. APPLICANT'S CERTIFICATION
±�l
I,. (print or type name ofperson listed in General Information, item 2) T.B. Dilsheimer, � 4 1�'JJ t (
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 wwilill�,'bexQcgr�ed, d that the proposed project complies with the requirements of 15A
NTCAC 9u l nnn_'f)CNC -ih (GUU 4u—
Date:
Form SWU-f01 Version 03.27.08 ' Page(4 of 4

P,D1
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TRANSACTION REPORT
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional office
William G. Ross, Jr., Secretary
Michael F. Easley, Governor FAX COVER SME'T
Date; June 17,2008
To: Eric Seidel
Co: Cavanaugh and Associates, PA
Fax: [phone]
l�x�ess Permit for Village at Turtle Creekphases 6 & 7
Re:
Bard c to fo low
No. pages (excl. cover): 10
Express Permitting
From: Sandra Exuni
Phone: [phone]_
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 9 [phone] • An Equal Opportunity Affirmative Action Employer

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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: June 17,2008 No. Pages (excl. cover): 10
Express Permitting
To: Eric Seidel. From: Sandra Exum
Co: Cavanaugh and Associates, PA Phone: 91 Q 796-7265
Fax: [phone] Fax. [phone]
Re: ENpress ess Permit for Villages at Turkle Creek phases 6 & 7
Hard co to follow
127 Cardinal Drive Extension, Wilmington, NC 28405 - [phone] - An Equal opportunity Affirmative Action Employer

CAVANAU G H
Solutions through integrity and partnership
June 12, 2008
Linda Lewis
Wilmington Regional Office - Division of Water Quality
North Carolina Department of Environment and Natural Resources`'
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Villages at Turtle Creek - Phase 6 & 7 - Stormwater Project No. SW8 080507
Response to Comments
Dear Ms. Lewis:
We have received and reviewed the comments sent from your office via email on May
30, 2008. Please find the enclosed documents, which include modifications as a result
of the received comments. Please find below the referenced comments and our
response to the comments in bold text.
• There are 2 inlets into Basin 6B, but only one of them has a bypass. Both of the
inlets must bypass.
The two inlets at Basin 6B have been combined Into one and all water
entering the basin passes through a bypass box. Basin 713 was also
modified because it also had two inlet structures. An additional bypass box
was added at Basin 7B along with a level spreader and vegetative filter. All
sheets that show the modifications have been included in this response
package.
If you have any questions regarding this letter or enclosed documents, please feel free
to contact me.
Regards,
L. Ste rneoore, P.E.
Cavanaugh & Associates, P.A.
[e-mail]
[phone]
Enc:
* Revised Pipe Sizing Calculations for Basin 6A
* Modified Plan Sheets C.5.1 - C.5.5, C.5.7, C.5.9, C.5.12 (Total: 8 Sheets)

Turtle Creek Phases 6 & 7 SW8 080507
Subject: Turtle Creek Phases 6 & 7 SW8 080507
From: Linda Lewis <[e-mail]>
Date: Fri, 30 May 2008 09:36:44 -0400
To: Tom Miner <[e-mail]>, Eric Seidel<eric.seidelPcavanaughsolutions.com>
Tom & Eric:
I missed one thing on the initial review. There are 2 inlets into Basin 6B, but
only one of them has a bypass. Both of the inlets must bypass. Depending on the
invert elevations of J-B-201 and 13P-208, this is probably best accomplished by
either converting JB-201 into a bypass structure to a separate vegetated filter, or
converting JB-201 into a bypass structure and connecting the bypass piping from
JB-201 to BP-208 such that the one vegetated filter can be used. If you do the
former, please remember to update the vegetated filter details box on sheet C-5.12.
In 'either case, please update the bypass box details on sheet C-5.12 to reflect
that Basin 6B now has 2 bypass structures.
Since this was my oversight, there won't be an additional fee charged to correct
this.
Linda
1 of 1 5/30/2008 9:36 AM

CAVANAU13H
Solutions through integrity and partnership
May 20, 2008
Linda Lewis
Wilmington Regional Office - Division of Water Quality
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Villages at Turtle Creek - Phase 6 & 7 - Stormwater Project No. SW8 080507
Response to Comments
Dear Ms. Lewis:
We have received and reviewed the comments sent from your office via email on May
16, 2008. Please find the enclosed documents, which include modifications as a result
of the received comments. Please find below the referenced comments and our
response to the comments in bold text.
1. Please clear up some ownership issues that occurred when a routine
search of the NC Secretary of State (NCSOS) Corporations database was
performed. DCNC North Carolina I, LLC is a Manager -managed LLC. Per
the 2007 Annual Report, the manager of DCNC North Carolina I, LLC is
Dilsheimer Communities of North Carolina, LLC, which is also Manager -
managed. According to the 2007 Annual Report, the current manager of
Dilsheimer Communities of North Carolina, LLC, is Brian Dilsheimer. The
correct applicant for this project, therefore, is Brian Dilsheimer, Manager,
Dilsheimer Communities of North Carolina, LLC, Manager, DCNC North
Carolina I, LLC. Per NCAC 2H.1003 (e), in order for you to sign this
application, you will need to provide a letter signed by Brian Dilsheimer,
authorizing you to sign the stormwater application documents on behalf
of Dilsheimer Communities of North Carolina, LLC, or have Brian
Dilsheimer sign the application and supplements.
A letter from Brain Dilsheimer authorizing J.B. Dilsheimer to sign the
application and supplements has been sent to the Wilmington Regional
Office. Attached is an email stating that it was received and approved.
2. Please address the following application/plan/calculation discrepancies
noted for a few of the infiltration basins:

a. Basin 6A:
i. The total BUA reported on the application is 58,367, but the
numbers as listed add up to 57,367. The sidewalk area is
noted in calculations as 6821, but reported on the
application as only 5821.
/% The sidewalk area on the application was corrected to 6,821.
ii. The supplement reports a SHWT Elevation of 43, but the
calculations report 39.83.
✓ The Calculations sheet for Basin 6A was corrected to reflect
the SHWT Elevation of 43.
iii. The volume calculations are based on a bypass weir
elevation of 46.75, which is reported on the supplement.
But, Elevation B in the table on Sheet C.5.12 is listed as
46.5.
Elevation B in the table on Sheet C.5.12 was updated to
reflect the correct elevation of 46.75.
b. Basin 6B -the 2 acre -inch maximum volume for this system has been
exceeded. Please either reduce the volume to 2 acre -inches or provide
additional erosion control measures at the inlet, and provide a
mechanism to disperse the incoming runoff evenly across the bottom of
the basin.
A 10' X 80' Class B Rip Rap Settling Pool has been provided to
reduce the velocity of the water that is flowing into Basin 6B. After
passing through the settling pool the water will be evenly distribute
aicvoss the basin by a level spreader that extends across the length
of the basin.
c. Basin 6C - the total BUA reported on the application, 65,310 sf, is
different from the total used in the calculations, 65,712 sf.
The total BUA for Basin 6C was corrected to add up to 65,310 as
noted in the calculations. The parking number was incorrectly
entered and was revised to 17,429 sf on the application.
d. Basin 7C - the building amount listed on the application is 34,785
sf, but the amount used in the calculations is 34,765 sf. It's a minor
difference of 20 square feet, but they should match up.
The total building amount listed was revised to 34,765 on the
application.
e. Basin 7E - there appear to be two typographical errors for
elevations A and B in the table on Sheet C.5.12. Elevation A should
be 53.50, not 535.0 and Elevation B should be 50.6, not 0.6.
The two typos on Sheet C.5.12 have been edited to 53.5 for Elevation
A and 50.6 for Elevation B.

3. Please add a table of beginning and ending inverts for the vegetated filter
to sheet C.5.12, or show the filter inverts on the basin detail sheets. The
specified filter inverts should reflect a slope that does not exceed 5%.
A table has been added to sheet C.5.12 that shows the beginning
and ending inverts along with the slope of thevegetated filter.
4. Due to the minor application deficiencies, please submit a reapplication
fee of $500.00, which is 50% of the usual $1000.00 reapplication fee.
The $500.00 reapplication fee is attached with this submittal
package.
If you have any questions regarding this letter or enclosed documents, please feel free
to contact me.
Regards,
Eric Seidel, E.I.
Cavanaugh & Associates, P.A.
eric.seidelOcavanaughsolutions.com
[phone]
Enc:
* Revised Stormwater Management Permit Application Form
* Revised Drainage Area Design Sheet for Basin 6A
* Modified Plan Sheets C.5.2, C.5.7, C.5.12, C.5.13
Note: Please attach original signature page to updated application form.

DCNC NORTH CAROLINA I, L.L.C.
Designation of Officers by Manager
RECEIVED
MAY 19.2008
PROd .# SGu 80
KID elne
��USU�-
Pursuant to the provisions of Section 4.5(f) of the Operating Agreement of DCNC North
Carolina I, L.L.C. (A North Carolina Limited Liability Company) ("DCNC North Carolina 1,
L.L.C.") dated as the 5t' of January 2005, the undersigned, being the Manager of DCNC North
Carolina I, L.L.C. does hereby designate the following as officers of DCNC North Carolina I,
L.L.C.:
Thomas S. Dilsheimer
Maurice H. Johnson
Brian D. Dilsheimer
James B. Dilsheimer
Vice President/Assistant Secretary
Vice President/Treasurer
Vice President
Vice President
Any note, mortgage, evidence of indebtedness, contract or other document and any
assignment or endorsement thereof executed or entered into between DCNC North Carolina I,
L.L.C. and any other person when signed by one or more Vice Presidents of DCNC North
Carolina I, L.L.C. or by the Manager of DCNC North Carolina I, L.L.C. shall for all purposes be
deemed to have been properly executed for and on behalf of DCNC North Carolina I, L.L.C.
Each of the above -named officers of DCNC North Carolina I, L.L.C. shall have with
respect to DCNC North Carolina I, L.L.C. the same authority as an individual holding the same
office in a North Carolina business corporation would have with respect to such corporation.
DSQ 1015311.1/DII007-212831

This designation has been executed on the 90k^ day of 2005.
DCNC North Carolina 1, L.L.C.
4 By: \ -
1 shermer ornm es of North
Carolina, L.L.C., its Manager
By: Brian D. Dilshehner, Manager
DSC:1015311.1/DHM7.212831 - 2 -

OF W ATF9
fw r
May 16, 2008
J.B. Dilsheimer, Member
DCNC North Carolina 1, LLC
2528 Independence Blvd., Suite 104
Wilmington, NC 28412
Subject: Request for Additional information
Stormwater Project No. SW8 080507
The Villages at Turtle Creek Phases 6 & 7
Pender County
Dear Mr. Dilsheimer:
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
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for The Villages at Turtle Creek Phases 6 & 7 on May 12, 2008. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please clear up some ownership issues that occurred when a routine search of the
NC Secretary of State (NCSOS) Corporations database was performed. DCNC
North Carolina I, LLC is a Manager -managed LLC. Per the 2007 Annual Report, the
manager of DCNC North Carolina i, LLC is Dilsheimer Communities of North
Carolina, LLC, which is also Manager -managed. According to the 2007 Annual
Report, the current manager of Dilsheimer Communities of North Carolina, LLC, is
Brian Dilsheimer. The correct applicant for this project, therefore, is Brian
Dilsheimer, Manager, Dilsheimer Communities of North Carolina, LLC, Manager,
DCNC North Carolina I, LLC. Per NCAC 2H.1003 (e), in order for you to sign this
application, you will need to provide a letter signed by Brian Dilsheimer, authorizing
you to sign the stormwater application documents on behalf of Dilsheimer
Communities of North Carolina, LLC, or have Brian Dilsheimer sign the application
and supplements.
2. Please address the following application/plan/calculation discrepancies noted for a
few of the infiltration basins:
a. Basin 6A:
i. The total BUA reported on the application is 58,367, but the numbers as
listed add up to 57,367. The sidewalk area is noted in calculations as
6821, but reported on the application as only 5821.
ii. The supplement reports a SHWT Elevation of 43, but the calculations
report 39.83.
iii. The volume calculations are based on a bypass weir elevation of 46.75,
which is reported on the supplement. But, Elevation B in the table on
Sheet C.5.12 is listed as 46.5.
b. Basin 6B — the 2 acre -inch maximum volume for this system has been
exceeded. Please either reduce the volume to 2 acre -inches or provide
additional erosion control measures at the inlet, and provide a mechanism
to disperse the incoming runoff evenly across the bottom of the basin.
N,,o��netthhCaro}};;na
r/VQ�Uffl, ,
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.or@ Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

J.B. Dilsheimer
May 16, 2008
Stormwater Application No. SW8 080507
c. Basin 6C — the total BUA reported on the application, 65,310 sf, is
different from the total used in the calculations, 65,712 sf.
d. Basin 7C — the building amount listed on the application is 34,785 sf,
but the amount used in the calculations is 34,765 sf. It's a minor
difference of 20 square feet, but they should match up.
e. Basin 7E — there appear to be two typographical errors for elevations A
and B in the table on Sheet C.5.12. Elevation A should be 53.50, not
535.0 and Elevation B should be 50.6, not 0.6.
3. Please add a table of beginning and ending inverts for the vegetated filter
to sheet C.5.12, or show the filter inverts on the basin detail sheets. The
specified filter inverts should reflect a slope that does not exceed 5%.
4. Due to the minor application deficiencies, please submit a reapplication
fee of $500.00, which is 50% of the usual $1000.00 reapplication fee.
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 23,
2008, 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
of this letter. Please note that a second significant request for additional information
may result in the return of the project. If that occurs, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
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 address and label all packages and cover letters "Express" and reference the
project name and State assigned project number on all correspondence. Any original
documents that need to be revised have been returned to the engineer or agent. All
original documents must either be revised and 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 linda. lewis(Qncmail. net.
Sincerely,
Linda Lewis
Environmental Engineer III
ENB/arl: S:IWQSISTORMWATERIADDINFO120081080508.may08
cc: Eric Seidel, Cavanaugh & Associates
Linda.Lewis
Page 2 of 2

Turtle Creek Ph. 6 & 7 SW8 080507
Subject: Turtle Creek Ph. 6 & 7 SW8 080507
From: Linda Lewis <[e-mail]>
Date: Fri, 16 May 2008 11:56:35 -0400
To: Eric Seidel<[e-mail]>
CC: Janet Russell <[e-mail]>
Eric:
Attached please find my Express Review comments for the subject project.
Considering the size of the project, these comments are very minor.
Linda
080507.may08.doc Content -Type: application/msword
Content -Encoding: base64
1 of 1 5/16/2008 12:08 PM

[Fwd: Turtle Creek Ph. 6 & 7 SW8 080507]
Subject: [Fwd: Turtle Creek Ph. 6 & 7 SW8 080507]
From: Linda Lewis <[e-mail]>
Date: Fri, 16 May 2008 12:08:13 -0400
To: U.B. Dilsheimer" <[e-mail]>, Tom Miner <[e-mail]>
Additional information regarding the subject project.
Linda
Subject: Turtle Creek Ph. 6 & 7 SW8 080507
From: Linda Lewis <[e-mail]>
Date: Fri, 16 May 2008 11:56:35 -0400
To: Eric Seidel<[e-mail]>
CC: Janet Russell <[e-mail]>
Eric:
Attached please find my Express Review comments for the subject project.
Considering the size of the project, these comments are very minor.
Linda
Turtle Creek Ph. 6 & 7 SW8 080507.em1 Content -Type: message/rfc822
Content -Encoding: 7bit
Content -Type: application/msword
080507.may08.doc
Content -Encoding: base64
1 of 1 5/16/2008 12:08 PM

State Stormwater Permit Application Trackinz Cover Sheet
Project Name:
Project Category:
Project Type:
App Accept Date:
Wilmington Regional Office
VILLAGES AT TURTLE CREEK, PHASE 6 & 7
NEW
INFILTRATION SYSTEM
5/12/2008
Application Fee Amt. $ � 000 .0u
Fee Check Number: d ��
Reviewer Name: LEWIS, ALIDA
- Hh C�4sc�
Record the following information from BIMS after proiect has been entered!
Permit Number (BIMS):
Please update the SW Access System by entering the Permit Number for the proiect!
Date Entered in Access:
Entered in Access By:
Date Printed: 511212008 11:51: 01 AM

LETTER OF TRANSMITTAL
Date:
5/12/2008
Job No.
041.05.043
Attn.:
Janet Russell
Ref.:
The Villages at Turtle Creek - Phase 6 & 7
TO: Linda Lewis
127 Cardinal Drive Ext.
Wilmington, NC 28405
CAVANAU G H
Solutions through integrity and partnership
The Following lfem(s):
d Shop Drawings d Prints
d Copy of Letter ® Plans
d Contract d Plat
These are Transmitted as Checked Below:
® For Approval
® For Your Use
0 As Requested
l� For Review and Comment
0 Recommended for Payment
d Approved as Submitted
d Approved as Noted
d Returned for Corrections
d Resubmit
We are sending you:
0 Attached
d Under Separate Cover VIA
d Technical Specifications
d Pay Application
d Submit
d For Distribution Prints
d Corrected Prints
NOTE: Please give me a call if you have any questions or need anything else sent over. Thanks.
[phone]
FROM: Eric Seidel, E.I.
nE C E I V ED
M
n
SAY 12 anon
DWO
PROJ #
Cavanaugh Associates, P.A., 130 N. Front Street, Suite 202, Wilmington, NC 28401
Phone: [phone] Fax: [phone] www.cavanaughsolutions.com

St.)"s$d �'d Sbe)
THE VILLAGES AT
M--.JR EC R E--i EK
TOWN OF SURF CITY,
PENDER COUNTY,
NORTH CAROLINA
PHASES 6 & 7 STORMWATER
MANAGEMENT HIGH DENSITY
PERMIT APPLICATION
SUPPLEMENTAL REPORT
MAY 6, 2008
I;AVANAU13
Solutions through integrity and partnership ESk. IN roe
We provide superior client service and environmentally s
designs through integrity, communication and partnership.
Consulting Engineers
Environmental Professionals
Land Surveyors
Design Professionals
530 North Trade Street, Suite 302. Winston-Salem, North Carolina 27101, Phone [phone]
MAY 1 1- 2008

Narrative
1. Site Description
The subject development, formally identified as The Villages at Turtle Creek, is
located in the Town of Surf City, Pender County, North Carolina. The 248.2 (+/)
acre property has frontage along NC 210 and US Highway 17. Please note that
the site wiii be permitted and constructed in multiple phases. Phases 6 and 7
have a limit of disturbance of approximately 39.8 acres and an assessed
drainage area of approximately 27 acres.
The site is currently undeveloped and heavily forested with Army Corp of
Engineer approved 404 wetlands located throughout the property. Currently,
the site drains by way of overland flow through the wetlands for ultimate
discharge to Becky's Creek. Becky's Creek has a watershed classification of
SA:HQW as confirmed by DENR-DWQ on July 24, 2006.
The property can be described as mildly sloping, with an average slope of
approximately 1.0%. The elevations throughout the property range from 9 it
mean sea level (MSL) near the wetlands to 65 ft MSL towards US 17. It is
important to note that the area proposed within Phases 6 and 7 ranges in
elevation from 63 ft MSL to approximately 37 ft MSL.
The geotechnical site review conducted by an independent soil scientist found
seasonal high water table elevations (SHWfE) ranging from less than 12 to 60
inches below ground surface (BGS) in these phases. Estimated infiltration rates
between 0.36 in jhr and 9.43 in/hr were determined by the soils evaluation.
11. Project Description
Phases 6 and 7 of this multi -phased .development consist of the construction of
a portion of the subdivision containing 183 townhomes. These phases will
include approximately 304,422 If of dwelling and driveway area, 58,752 If of
sidewalk area, and 302,253 if of street and gutter area.
Pursuant to the watershed classification of the site, High Quality Waters: SA
(HQW:SA), the project will employ infiltration type best management practices
(BMPs). Specifically, nine (9) infiltration basins are proposed.
Stormwater from the tributary drainage areas, as identified within the submission
documents, will travel by sheet and shallow concentrated flow to a series of fiat
grate curb and yard inlets for eventual discharge to the nine (9) proposed
sormwater management basins. Stormwater will be collected and conveyed
from these inlets through a series of HDPE & RCP.
The Villages at Turtle creek 2 of 5
Stormwater Management High Density Pem* ApPlksabon

* TOTAL DRAINAGE AREA: 1 167,075 if = 26.79 acres = 27.0 acres
Impervious Areas (Project Built Upon Area - BUA)
Dwellings and Driveways: 304,422 if = 6.99 acres
Sidewalk: 58,752 ff = 1.35 acres
Street and Gutter: 302,253 fe = 6.94 acres
Calculation
6.99 + 1.35 + 6.94 acres = 15.28 acres impervious
15.28 acres (Impervious)/39.81 ac. (Total LOD) = 0.3838->38.38% Project BUA
Ill. Stormwater Management Plan
Collection and Conveyance:
The residential lots, roads and streets will be graded so that runoff enters the
stormwater management system by way of sheet flow over the residential lots
and roadway system and shallow concentrated flow within the valley curb to the
curb and yard inlets. From these inlets, the stormwater will be conveyed by way
of the aforementioned HDPE & RCP for discharge to the nine
(9) strategically -placed stormwater management basins. Please note, runoff
from the rooftops will be collected by down spouts and directed to the right-of-
way, as specified within the notes, where the runoff will then enter the
stormwater management system. Yard inlets will also be utilized where
necessary to collect runoff In the grassed and landscaped areas.
Treatment:
The project site is located in a coastal county and within 'A mile of SA:HQW
waters. Therefore, the project requires stormwater to be treated with an
infiltration type system. After discussions with NCDENR-DWQ's staff, it has been
determined that the best option for stormwater treatment for this project is
infiltration basins. The SHWTE investigation confirmed that the proposed
locations of the nine (9) infiltration basins are appropriate for this type of BMP.
The nine (9) proposed locations had SHWTEs of 24 and 44 inches BGS.
Basins 6A, 6B, 6C, 6D, 7A, 7B, 7C, 7D and 7E are infiltration basins designed to
treat the first 1.5" of rainfall runoff. "Off-line" bypass systems will divert excess
runoff from large storm events to the wetlands. Rip rap aprons will be used to
dissipate the velucity of the incoming runoff, and level spreaders will be used to
prevent channeiized flow at the entry points to,the basins as well as at the
bypass box discharges. Level spreaders will be used, in addition to the rip rap
apron, to discharge runoff in excess of the 1.5" volume into the existing 404
jurisdictional wetlands for the basins. In addition, basin 6A, 6B & 7A soils will be
The Villages at Turtle Creek 3 of 5
Stormweter Management High Densfty Permit Application

excavated to the SHWTE and backfilled with suitable infiltrative soils to increase
infiltration rates in the basin location.
Using the computer program Hydreflow, the runoff potentially generated for
Phases 6 and 7 in their natural state (pre -development) during a 10 year storm
was modeled and equals approximately 40.5 fe/s. The runoff generated in the
post -development scenario for Phases 6 and 7 that will be routed through
stormwater ponds was also modeled for a 10 year storm and equals
approximately 2.69 fts/s. Therefore, the flow was reduced from the pre -
development scenario to the post -development scenario by 37.81 ft!/s for a 10-
year storm. The modeling results are shown in the Apperift.
The proposed stormwater management system has been designed in
accordance with NCDENR requirements and will not adversely affect any
downstream drainage patterns.
IV. Above - Ground Infiltration Basin Maintenance Agreement
1, Stormwater management facilities shall be regularly maintained to ensure
they function at design capacity and to prevent health hazards associated
with debris build-up and stagnant water. The privately -owned portion of the
system must be privately maintained.
2. Responsibility for operation and maintenance of stormwater facilities,
including periodic removal and disposal of accumulated particulate
material and debris, but not limited to the following: visual inspection of all
system components at least twice each year; vacuuming of all storm sevrer
inlets once every sac months (frequency of vacuuming may be adjusted to
once a year if first year maintenance records indicate that sediment and
debris accumulation is insignificant); reverse flushing and vacuuming if
system inspections indicate significant accumulation of sediment in the
pipes; and periodic removal and disposal of other material and debris shall
remain with the owner or owners of the property, with permanent
arrangements that shall pass to any successive owner, unless assumed by
a governmental agency.
3. In the event that the facility becomes a danger to public safety or public
health, or if it is in need of maintenance, the owner shall effect such
maintenance and repair of the facility in a manner that is approved by the
township engineer or his designee. If the owner fails or refuses to perform
such maintenance and repair, the municipality may immediately proceed to
do so in accordance with the maintenance bond.
The Villages at Turtle creels 44 of 5:
S av"ter Management High DenwW Permit AoPrw&kln

V. Construction Schedule
1. Perform construction stake out.
2. Install temporary gravel construction entrance.
3. Clear site, but do not grub.
4. Install all erasion and sediment control measures.
5. Grub site.
6. Construct sediment traps.
7. Commence rough grading of the site.
8. Install stormwater management appurtenances inclusive of infiltration
basins.
9. Construct sewer collection system.
10. Construct water system.
11. Rough grade the site.
12. Shape shoulders and cut -and -fill slopes.
13. Scarify, seed, fertilize, and mulch all disturbed areas.
14. Install dry utilities (electrical, fiber-optic, cable, phone, etc.).
15. Re -scarify, re -seed, re -fertilize and mulch all disturbed area.
16. Construct roadbed base course and intermediate asphalt course.
17. Apply final asphalt course.
18. After disturbed areas are stabilized with vegetation, the contractor shall
return to the site and remove all temporary erosion control measures.
VI. Vegetation Plan
1, the contractor shall provide seeding and mulching on all disturbed areas
within fifteen (15) working days following the completion of any phase of
grading, Seeding requirements shall include soil preparation, seed
mixtures, and mulching.
2. Contractor shall provide sod cover on all areas or comply with permanent
seeding schedule.
rho Villages at Turtle creek 5 or 5
Stormwater Management High Density Permit Application

DRAINAGE AREA DESIGN SHEET
DATE: 5/20/2008 SHEET 1 OF 4
PROJECT: Turtle Creek - Phases 6 DESIGN BY: APL
PROJECT NO.: 041.05.043 CHECKED BY: LSM
DESCRIPTION: Sub -Basin Drainage Area Analysis
DRAINAGE AREA BA
Post Development
C
A fe
A ac
1
Dwelling & Driveway
0.96
0.00
2
Sidewalk
0.95
6.821
1 9.16
3
Street & Gutter
0.96
51.546
1.18
4
Grass
0.25
44,832
1.03
6
7
8
Weighted C
0.65
Total Area
103,1991
2.37
Im ervious Area
58,367
1.34
Percentlm ervious 56.6%
Volume Runoff to be Controlled From 1.5" Storm
Q = CiA
i = 7.2 in/hr
C = Weighted C
A = Total area in acres
EMS
Rv--0.05+0.009(I) (Simple Method, Scheuler)
1= 56.8 Percent Impervious
Rv= 0.56 Runoff Coefficient
V=P•RV`Ad
P= 1.5 in Design Rainfall
V= 0.166 ac-ft Volume To Be Treated
V= 7,211 ft3 Volume To Be Treated
A= 3,235 ft Area of Treatment Device
D= 1.75 It Pool Depth
1,031.72
V=1 8,243 ft3 Volume of Treatment
Drawdown Calculation
43.00 ft Seasonal High Water Table Elevation
45.00 ft Bottom of Treatment Device
46.75 ft Water Suface Elevation
V=
7,211 ft3
Volume To Be Drawn Down
A=
3,235 it'
Area of Treatment Device
k=
0.60 in/hr
Most Restrictive Infiltration Rate
t=
35 hrs
Drawdown Time
t=
1.5 days
!•I t w e 9�
k t ._ F
MAY 2 0 2008
DWQ
PROD # SW CCU

P,ond Report
Hydraflow Hydrographs by Intelisoive
Tws ft. May 6 20M8, 3:24 PM
Pond No. 4 - Infiltration Basin GA
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (it) Elevation (ft)
Contour area (sxltt)
Incr. Storage (tuft)
Total storage (cult)
0.00 45.OR
3.632
0
0
1-00 46.00
4,855
4,244
4.244
1.50 46.50
5.491
2.587
6.830
1.75 46.75
U14
1,413
8,243
2.00 47.00
6.327
1,518
9.761
2.50 47M
7063
3,348
13,105
3.00 48.00
8,219
%821
16.929
Culvert I Orifice Structures
[A]
[B]
[C)
[o]
Rise (in)
= 24.00
0.00
0.00
0.03
Shan (in)
= 24.00
0.00
moo
0.00
No. Barrels
= 1
0
0
0
Invert El. (ft)
= 45.45
0.00
0.00
0.00
Length (It)
= 38AM
0,00
0.00
0.00
Slope (%)
= 0.39
0.00
0.00
0.00
N Value
= .012
.000
.000
.000
OrIt. Coen
= Q6,0
0.Qo
om
0.+012
Multi -Stage
= Ma
No
No
No
stage M
3.00
2.00
1.00
I
o.00
0.00 2.00
Total Q
4.00 6.00
Weir Stmetures
CA1
[BI
[c]
[DI
Crest Lan (1I)
= 5.00
M00
0.00
0.0o
Crest El. (0)
= 4&W
47.75
0.00
0.00
WWr CoW.
= 3.33
3.33
0.00
0.00
Weir Type
= Riser
Red
-
-
MU II -Stage
= Yes
No
No
me
BdtOratton - 0.600 mft (Corrboui) Taiwater Beev. = 0 00It
tiara.QGmW0MmaAWh2Wrm aRWVmd i AIMM9VAQ!as&Q1.
Stage I Discharge
stop W
3,00.
2.00
o.W
8.00 110.00 12.00 14.00 16.00 Moo 20.00 22.00
Dbchaqp (ds)
11

DATES SM12005 "
PROJECT. Tur0e Creek- Phase 8 DESIGN BY. APL
PROJECT NO.. 041.05.043 CHECKED BY: GSM
DESCRIPTION: Sub -Basin Drainage Area Anahmis
QRAINAGE AREA 6B Z ' lX 6
Post Development
C
A
A ac
Dwelling 8 Dfiveyvay
0.95
45123
10.236
1.04
0.23
2
Sidewalk
RA
3
Street & Gutter
0.06
686118
1.35
4
Gress
0.2567
1.55
5
6
Weighted
C
0.89
Total
Ares
181644
4.17
Impervious Area
113,9771
2:82
ParrAntirnrumvinue 62.7%
Q=CIA
1=72Mv
C = Weighted C
A = Total arse m arras
Q = 20.69
Volume Runofftck be Controlled
From 1 r Stone
Rv=0.08+0.009(11
(SImple Lilathod. Sc wA4
1=
62.7 Percent Impervious
Rv=
0.61 Runoff Coetkdenl
V=P" RV•Ad
P=
1.5 Ih
Design RskM
V=
0.320 ac ft
Voluaw To Be Ttralled
V. 1 955 fts
Voume To Be Treated
An
3,700fe
Area ofTreahnedDevtce
D=
220 It
Pod Depth
679.31
V-1 14.537 R,
VolumsofTreeVned
39.83 It
Seasonal High Water Table eavaQon
42.00 ft
Bottom of Treatment Devrce
44.90 ft
Water Suface ElaVafion
Drawdom Calculation
V=
13,950 le
Volume To Be Om m Dom
A=
3,700 ft
Arm of Tnmtmeal D&vb8
k=
0.80 hot
Most Restrxbve IrMa0w Rabe
t=
58 hrs
Drawdom Time
t=
2A days

Pond Report
Hydrallow Hydrographs by Intellsolve
Tuesday, May 6 2W8, 3:24 PM
Pond No. 2 - Infiltration Basin
6B
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage I Storage Table
stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cult)
Total storage (cult)
0,00 42.no
3,693
0
0
1.00 4300
4,569
4,131
4,131
1.50 43.50
5.025
2,399
6,530
2.00 44.00
5,518
2.636
9,165
2.50 44.50
6,012
2,883
12,048
2.90 44.90
6.432
2,489
14.537
&00 45-00
6,537
648
15,185
3.50 45.60
7,067
3,401
18,586
4.00 46.00
7,610
3,6W
22,255
Culvert/ Orifice Structures
[A]
[B]
[C]
[D]
Rise (in)
= 24.00
0.00
0.00
0.00
Span an)
= 24.00
0.00
0.00
0.00
No. Barrels
= 1
0
0
0
Invert El. (ft)
= 42.35
0.00
0.00
0.00
Length (ft)
= 137.00
0.00
0.00
0.00
Slope (%)
= 0.62
0.00
0.00
0.00
N Value
= .012
.000
.000
.000
Orif. Coeff.
= 0.60
0.00
0.00
0.00
Multi -stage
= n!a
No
No
No
stage (ft)
4.00
3.00
2.00
1.00
t
0.00
0.00
Weir Structures
IA]
[BI
[C]
[D]
Crest Len (ft)
= 5.00
15.00
0.00
0.00
Crest El. (ft).
= 44.90
45.W
0.00
0.00
Weir Coeff.
= 3.33
3.33
0.00
0.00
Welr Type
= Rlser
Rect
--
-
Muld-Stage
= Yes
No
No
No
Exiiltration - 1.360 Whr (Contour) Tablwater Elev. = MOD It
KM Q&wMorMwaft-as have bm analyzed uedr heel ad ause wnkaL
Stage I Discharge
l
l
�t
�
I
�
i
1
4.00
Total Q
8.00
Stage (it)
4.00
&W
2.00
1.00
- - 0.00
12-00 16.00 20.00 24.00 28-()a 32.00 M.00 40.00
Discharge (c1s)
I
43

PROJBGP
PROJECTND:.
DESCRrPnoN:
MMU(iEAMOC *
Post amlopment
c
AM
Abel
1
chve rmy & nr1r
2
Wdewalk
0-25
4,676
3
Stm'd & GaStar
19,130
OM
4
Grass
am
42,921
tis
5
6
c
0w
Tafaf
Awwr
11 1
2
wraa
65 10
1.50
pertywt 56.7%
Q= CIA
t=7.2W
C=YYaiohw C
A=Tatd amaie ao es
IQ- t �
Vbhe tbwfwfA ha Cowboead Fmm 1J7" Sloes
Rv=e.05*0.009N lSkapb Meld
I= 5@.T Pond Impen
f. Sdwdot}
mK
Rs= 0.56 RmWCodedma!
V=p WAd
pa 1,5:<
DOS%Pfi
V= 0.1e5 a"
VOWOToBeTmdled
1/=®Its
Vduse ib Be Tieabd
A= 4XAf?
AreadTmaiwmdOarioe
D= 1.75 R
Pod 006
733A3
W-1 6,001WVhk
medTmavmmd
am ft
Saeeoaa KQb Vftw Tattle EiaveGon
42AD R
Bodms dTmd and Oavioe
43.75 tt
VftwSdaos Ebvdl n
DraVY'{. `R �.&tGtClafiOR
V= %M to
Vdwm To fie omws Dawn
An 1,255 of
AmadTraalme dDexka
k= 792 infiC
Mostftesbc@m Rate
2= 3 Im
Domdoss Time
t= 0.1 chars

Pond Report
Hydraflow Hydrographs by Intertsolve
Pond No. 3 - Infiltration Basin 6C
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cuff)
Total storage (cuts)
0.00 42.00
4,255
Q
0
1.00 43.00
5,132
4,694
4,694
1.50 43.50
5,590
2,881
7,374
1.75 43.75
5,623
1.427
8,801
2.00 44:00
6,060
1 AN
10,286
2.50 44.50
6,545
3,151
13,437
300 45.00
7.045
3,398
16,835
Culvert! Orifice Structures
[A]
[B]
[C]
[D]
Rise (in)
= 18.00
0.00
0.00
0.00
Span (in)
= 18.00
0.00
0.00
0.00
No. Barrels
= 1
0
0
0
Invert S. (it)
= 42.07
0.00
0.00
0.00
Length (it)
= 18100
0.00
0.00
0.00
slope (%)
= 0.31
0.00
0.00
0-00
N Value
= .013
.000
.000
.000
Orlf. Coeff.
- 0.60
0.00
0.00
0.00
Multistage
a n/a
No
No
No
Stage (ft)
3.00
2.00
1.00
0.00
0.00
Tuesday, May 6 2008, 324 PM
Weir Structures
Crest ten (ft)
= 5.00
15.00
0.00
0.00
Crest El. (ft)
= 43.75
44.50
0.00
0.00
Weir Coeff,
= 3-33
3.33
0.00
0.00
Weir Type
= Riser
Red
---
-
Muki•Stage
= Yes
No
No
No
Exflltration = 7.920 adhr (Contour) Ta&vder Elev. = 0.00 ft
K%W 0*mV0rfts outflows here been *lyaed ufKler inlet and MW camel
Stage 1 Discharge
i
i
I i
3.00
Total Q
6.00 9.00
Stage (ft)
3.00
2.00
1.00
- 0.00
12.00 15.00 18.00 21.00 24.00 27.00 30.00
Discharge (cfs)

PROJECT:
PROJECT NO.:
DESCRIPTIO.1:
DRAINAGE
Post Development
C
A
A Lao
+
C1"111n A r)dvowiw
9,96
as=us
2
Sidewalk
026
4 30D
0.10
3
SVeet & Gutter
0,95
18 919 __
O. 3
4
Gress
O
30,409
6
8
W
hted C
0.68
Total
Area
98 954
2.20
11momfous Area
1 69.6461
1.37
PercentImpervious 62.1%
DESIGN BY -
CHECKED BY:
Q=CIA
I = 7.2 inAe
C = Weighted C
A = Total area in acres
Q = 10.85
Volemw Runoff to be Controlled
Rv=0.06+0.009(0
From 1.0 8ram
(Simple Method, Scheulo
to
62.1 Percent ImPeevbus
Rw
0.61 Rwwfl Coeftent
V=P•Rv'Ad
P=
1.5 in
DesIgn Rainfall
V=
0.18s ao-ft
Volume ToBeTrealed
V=C 7 2g9 R'
Volume To Be Troaled
An
5,557 ft Area
of Treatment Dews
D=
1.10 It
Pool Depth
694A7
V= 7,993 fts
VolumeotTreatment
35.83 9
Seasonal High Water Tabb EWja Jon
37.90 It
Bottom of Treatment Device
30.00 It
Water Suface EkrmWn
Deawdown Calculation
V=
7,299 fts
Volans To Be Drawn Dm m
A=
6,W7 f?
Area of Treatment Device
Its
0.60 1whr
Most Resbicdive infiltration Rate
t=
22 hm
Drawdawn Time
t=
0.9 days

Pond Report
Hydraflmw Hydiographs by Intefisalve
Tuesday, May 6 2008, 324 PM
Pond No. 4 - Infiltration Basin 6D
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (M Ew ation go Contour area (sqM
[nor. Storage (cufi)
Total storage (cult)
0.00 37.90 6,36D
0
0
M10 38.00 6,519
644
644
0.60 38.50 7,323
%461
4,104
0.85 38.75 7,730
1,882
5,986
1A0 35.90 8,106
1.188
7,174
1.10 39.00 8,283
819
7,993
1.60 39.50 9,174
4.304
12,357
Z.10 40.00 10.533
4,927
17,284
Cuhn"I f Orifice Struc4i es
[A]
[B]
[C]
N]
Bias (in)
= 15.00
moo
0.00
0.00
Span (in)
= 16.00
O-W
0.00
0.00
Na. Bamds
= 1
0
0
0
knmt till. (fQ
= 38.36
0.W
0.W
0-00
Lerrg4r 01)
= 41AO
0.00
0.00
0.00
Slops (%)
= M63
0.00
0.00
0.00
INWAIe
= .013
.000
.000
.000
Odf. COOK
= 0.60
0.00
0.00
0.W
IAA
= Na
No
No
No
Shoo (14
3.00
2.00
1.00
0.00
0.00 1.00
Total 0
Weir Stnictures
[A]
[B]
[L]
[D]
Crest Len #4
= &GO
15.00
0..00
0.00
Crest EL QQ
= 39.00
39.90
0.00
0.00
Wsbr CosiE
= 3-33
3.33
0.00
0.00
VVW ryps
= fuser
Red
-
---
fYtwe'stage
= Yes
No
No
No
EANxatlon = 0.6W iMhr (Contour) TabWar Elev. = 0.00 it
Note. C Orifteautlowhwebemalarmedunderk tendsine!aontraL
Stage / Discharge
2.W 3.00 4.00 5.00 6.W
Stage 01)
3.00
2.00
1.00
0.00
7.00
Disc arge (efs)

PROJEc `_
PROJECT NO..
DESCPJPTFopt
Postpwnlopmutc
AVA
a Ira
2
Skbwak
0.95
3,061
®A7
3
SUW&f3a0ar
025
IaAOS
0.38
4
brass0.25
35307
021
5
8
WN
ed C
M63
Tour
area
78 t15 1 1.79
MONAMMAM
I 4ZMM I OJM
Paean 54JM
Wht Raroffto he Can6aaad Fi JX' Stour
Rv4LWAOMM csbv a w m hocL SdOW14
In 54.0 Percent kr4mdm
Rv= OM fbjmWCoaRN*d
Y=P'Rw'Ad
►—:i4- i. _
Q■f2A
i=7.2mw
C=VNdpFted C
A-ToW aminaum
;Q ¢ 8.18
P= i.5 in
Dsd39a RaI I I
V` 9.122 a"
VokmoTrfloT"Mud
V'—�
Vo!ume To Be TrWad
/la zoo Rv
AreaafTrsalmeKDWAw
D= 1.754
F'ao1 DepO�
897.8a
V- 192
VNamedTiaaf�t
3J.33 2
Saaeoradtigh WaberTat4e t3av�ian
39" R
flattoet atTreaMmat Daaios
41252
VON Sub= Ebvaftn
Va SX4 Its
Vhimp To 64 Dlrar Dorn
A= 2MM
AmoffisatmMn, I
be 960idw
Mad RagehMreI Rasa
t= 35 h:a
Dnaadrrn Tine
1.5 deals

�e
Pond Report
Hydrailow Hydrographs by fntelisolve
Tuesday, May 6 2008, 3:36 PM
Pond No. 1 - Infiltration Basin 7A
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage I Storage Table
Stage (ft) Elevation: (ft) Contour area (sgft)
Irtcr: Storage (cult)
Total storage (cult)
0.00 39.10 .3,100
0
0
0:50 40.00 3,236
1,584..
1,584
1.60 41..00 055
3,698
5,180
1.Z5 41.26 4,143
1,012.
6,192.
2.00 41.50 4,336
1,060
7,252`
2.50 42.00 4,925
2,315
9.567
Culvert I Orifice Structures
[A]
[B]
[C]
[o]
Rise (In)
= 15.00
0.00
0.00
0.00
Span (in)
= 15.00
0.00
0.00
0.00
No. Barrels
= 1
0
0
0.
Invert El. (ft)
= 39.85
0.00.
0.00
0.00
Length (ft)
= 26.00
0.00
0.00
0.00
Slope (%)
= 0.58
0.00
0.00
0.00
N Value
= .013
.000
.000
.000
Oft Coeff.
= 0.60
0.00
0.00
0.00.
Multi -Stage
= n/a
No
No
No
stage (6)
3.00
2.00
too
Weir Structures.
[A]
Crest Len (Ft)
= 5.00
Crest El. (ft)
= 41.25
Weir Coeff.
= 3.33
Weir Type
= Riser
Multi -Stage
= yes
[B]
[C]
ED]
15.00
0.00
0.00
41.75
0.00
0.00.
3.33
6.06
0.00
Rect
---
No
No
No
11 t
Exfiltralon = 0.600 In/hr (Contour) TaKwater Elev. = 0.00 ft
i
Note: Culvertl0ririce aufflowe have been ano"d under Intel and outlet control.
Stage I Discharge
Stage (ft)
3.00.
2.00
1.do
i
i
0,00- I i I 0.00
0.00 1,00 2.00 3.00 4.00 5.00: 6.00 7.00 8.00 9.00 16.00 1.1.00 12.00 13.00
Total Q Discharge (cfs)

DRAINAGE AREA DESIGN SHEET
DATE: 511/2008 SHEET 2 OF 5
PROJECT- Turtle Creek - Phase 7 DESIGN BY: APL
PROJECT NO. 041.05A43 CHECKED BY: LSAT
DESCRIPTION-- Sub -Basin Drainage Area Analysis
DRAWAGE AREA 7B
Post Development
C
A (1101
A ac
1
Dwellirm & Ddyaway
0.96
.., 70-026
17AI2
. 1.81 .
OAD
2
SkkmWk
0.95
3
Street & Gutter
0
8 99
1.89
Grass
0.
135 fLB
1
6
We
hted C
0.64
Total Area
305 617
7.02
limpervious Area
I WOMB
1 3.90
Percent im ervious 55.M
Volume Runoffto be Controlled From W Storm
Rv=0.09+0.00901 (5rmple Wthad, Scheuled
Ia 55.6 Percent Impervious
Rv= 0.56 Runoff C00W84t
V=P'RV•Ad
Drawdown Calculation
0 It CIA
I a 7.2 INhr
C a wooled C
A a Total area In acres
0 32.30
Pa
1.5 in
Design RairdeA
V=
OA83 ao41
Volame To Be Treated
V= 21039 to
Volume To Se Tweted
A=
A172 fls
Area of Treatment Drilm
D=
1.50 fl
POO Depth
36W84
V= 24 700
Volume of Treatment
MAD It
Seasons{ High Water Table Eevation
41.00 It
Bottom of Treatment Device
42M R
Water Sufacs Elevation
V.
21,039 f Volume
To Be Drawn Down
An
15.172 f?
Area of Treafmant Device
ka
6.41 rNbr
MOM Resinc9ve kditlneflon Rate
to
3 bra
Drawdown Time
t=
0.1 days

Pond Report
13 j
hiydraffow Hydrographs.by Intellsolve
Tuesday, May 6 2008, 3:36 PM
Pond No. 2 - Infiitration Basin 7B
Pond Data
Pond storage is based on known contour areas.
Average end area method used.
Stage / Storage Table
Stage lift) Elevation (ft)
Contour area (sgft)
Incr. Storage {tuft) Total storage (cuff)
0.00 *L00
15,172
0 0
1.00 42.00
16,894
16,033 16,033
1.25 4225
17,333`
4.278 20,311
1.50 42 50
17,776
4,389 24,700
1.75 42.76
18,222
4,600 29,200
2.00 43.00
1 %6...72
4,612 33,812
3.00 44.00.
20,506
19,589 63,401
4.00 46.00
22,400
21;453 74.854
Culvert I Orifice Structures
Weir Structures
[A] [B]
IQ]
[o]
[Al [B]
[e] [D]
Rise (irt) = 24.00 0.00
6.00
0.00
Crest Len (ft) = 5.00 15.00
0.00 0.00
Span (in) = 24:00 0.00
0.00
0.00
Crest III. (ft) - 42.50 44.50
0.00 0,00
No. Barrels = 1 0
0
0
Weir Coeff. = 3.33 3.33
0.00 0.00
invert El. (ft) = 41.10 0.00
0.00
0.00
Weir Type = Riser Rect
---
Length (ft) = 181.00 0.00
0.00
0.00
Multi -stage = Yes No
No No
slope (%) = 0.28 0.00
0.00
D.00
N-value = .012 .000
.000
.000
i
OHL Coeff, = 0.60 0.00
0:00
0.00
Multistage = n/a No
No
No
Exflltratlon = 0.600 inthr (Contour) Tallwater Elev. = 0.00 It
Nole: CuiverilOriRoe outflows have been ana"d under Inlet and ouliet control.
Stage (ft)
4.00
3.00
2.00
1.00
0.00
0.00 4.00
Total Q
Stage ! Discharge
8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00
Stage (ft):
4.00
3.00
2,00
1.00
0.00
40.00
Discharge (cis)

Pito m,p
PROJECT ND.:
UESCRPTIOR
DRAINAGE
st
C Aft
A_ ac
VA
0.45 SST
95 32?85
Sftd&
0-4
LTA'm
3
t20_0.69
i2400
7.63
Arq Z2.3a
i I M
p SB.i:a
DESIGN BY:
CHECKED BY:
Q=CIA
1-7,2b&
C=VYal9fibd C
A aTblWum in acres
q s 13.52
Vahm fbenWb tr Conlw6d Fwww JO SWM
Rr B Milo (Sb6ds IN
lu SM lmpdviW-
A I L sdolftd
Rs= O57 RanaBCodir
W
vmplt m
P= 1.5 in
ombnRrl"
V= OZ05 salt
VMNMTGE*TMObd
1F-E::�
VOli MTQBsTMW
A= 4,343 f?
AmeorTmownentDetiiOe
D= 1.50 R
Pool DWW
1671
V=®Rw
VaWMQFTMdmmi
49" R
Sssedhl Hbb VYibrTaeb Elaw®ian
S1AO ft
BOMM OtTORUM Drsloa
se9an
VidalSufamBrrAim
Drawdown Cala34Brn
V5 8322f?
VaboMT0890�0own
A= 4"1?
A odTffdmdDa%*m
k= em kft
MortRseUirArsMfta Rds
1= 3 hm.
Drardawe Tans
1= O1 do"

Pond Report
Hydraflow Hydrographs by lntelisolve
Tuesday, May 6 2008, 3:36 PM
Pond No. 3 - Infiltration Basin 7C
Pond Data
Pond storage is based on known contour areas. Average end area method used..
Stage f Storage Table
stage (ft) Elevation (ft) Contour area (sgft)
Incr. Storage (cult)
Total storage (cult)
0.00 51.00 5,255
0
0
1.00 52.00 6,190
5,723
5.723
1.50 52.50 6,676
3,217
8,939
2.00 53.00 7,172
3,462
12,401
300 54.00 8,214
7693
20,094
Culvert! Orifice Structures
[A]
[BI
[C]
ID]
Rise (in)
= 18.00
0.00
0.00
0.00
Span (in)
= 18.00
0.00
0.00
0.00
No: Barrels
= 1
0
0
0
Invert El. (ft)
= :51.19
0.00
0.00
0.00
Length (ft)
= 93.00
0.00
0.00
0.00
Slope (%)
= 0.53
0.00
.0.00
0.00
N Value
= .013
.000
.000
.000
OrIL Coeff.
= 0.60
0.00
0.00
0.00
Multi -stage
= We
No
No
No
stage (it)
3.00
2.00
1.00
0.00
0.00 3,00
Total Q
6.00 9.00
Weir Structures
[A]
[BI
[C]
ID].
Crest Len (it)
= 5.00
15.00
0.00
0.00
Crest El. (ft)
= 52.50
53.50
0.00
0.00
Weir Coeff.
= 3.33
3.33
0.00
0.00
Weir Type
= Riser
Rect
--
--
Multi-Stage
= Yes
No
No
No
Exflitration = 0.600 infhr (Contaur) Tailwater Elev. = 0.00 ft
Nola; CuArerUOdfica:oumawa have been analyzed under inlet and outlet control.
Stage 1 Discharge
Stage 00
3.00
`lr
1.00
0.00
12.00 16.00 18.00 21.00 24.00 27.00 30,00
Discharge (cfs)
18

DATE: si1l=6 SHEET 4 OF 5
PROJECT. Turtle Creek- GN Phase 7 DESIBY: APL
PROJECTNO- 04195:043 CHECKED13Y: LSM
DESCRIOMM: SO -Basin DtalameAreaAnalY313
PowtDeve ut
C
A Bel
A ac
1
lTmftv $, Ddveway
0.95
26.391
1 _0, r
2
Sidewalk
0 0
5.288
0.12
0
04
3
Street & Gutter
C
27.195 _
Gross
Q25
45 309
5
6
Wei
kited C
0.06
rctal area
1Q4.a3t
2.39
ua Area
58 682
1.35
1129mr1thriparvious 66.6%
Volume Runalftm be Centrolled From I r Storm
gcCIA
1- 7.2 inthr
C a Weighted C
A a Total area in awes
Rv-0.05+0:009M (U mpie iNethod, ScheuW)
l= 56.5 Percent ImpatviOUS
Rv=- 0.56 Runoff Coeffk(ent
VAd
P= 1.5 In Design Rainfall
V= 0.167 acdt Volume TO Be Treated
V= 7 273 to Volume TO Be Treated
A= 4,343 le Area of Treatment Device
on 1.50 R Pool Dppm
160.56
V= 7 434 Rs Volume of Treatment
49.00 R Seasonal High Water Table Elevation
51.002 Boftm of Treatment Device
52.50 it Water Suraoe Elevation
V=
7,273 R°
Volume To Be Drawn Down
As
4,343 Its
Area of Treatment Device
k=
6.56 Whr
Most Resbiclive InMrebon Rate
t=
3 bm
Drawdown Time
t=
0.1 days

�r
Pond Report
Hydraflow Hydrographs'by,lntelisolve
Tuesday, May 6 2008, 3:36 PM
Pants No. 4 - infiltration Basin 7D
Pond Data
Pond storage is based on known contour areas. Average end,area method used.
Stage 1 Storage Table
Stage (ft) Elevation (ft) Contour area (sgft)
Incr. Storage (tuft)
Total storage (tuft)
0:00 51.00 4 343
0
0
1.00 52.00 5.156
4,750
4,750
1.50 52.50 5.583
2,685
7,434
1,75 52.75 5.801
1,423
8,857
2.00 53.00 6.024
1,478
10,335
3.00 54.00 6,456
6,240
16,575
Culvert 10rfice Structures
[A]
113I
[C]
[a]
Rise (in)
= 18.00
0.00
0.00
0.00
Span an)
= 18.00
0.00
0.00
0.00
No. Barrels
= 1
0
0
0
Invert El. (ft)
= 51.16
0.00
0.00
0.00:
Length (ft)
= 71.00
0.00
0.00
0.00
Slope (° }
= 0.51
0.00
0.00
0.00
N Value
a .013
.000.
.000
.000
Orif. Coeff.
= 0.60
0.00
0.00
0.00
Multi -state
= n1a
No
No
No
Stage (ft)
3.00
400
1.00
0.00
0.00 3.00
Total 0
6.00 9.OD
Weir Structures
[Al
[13]
[C]
[01
Crest Lon (ft)
= 5.00
16.00
0.00
0.00
Crest El. (ft)
= 52.50
53.50
0.00
0.00
Weir Coeff.
= 3.33
3.33
0.00
0.00
Weir Type
= Riser
Rect
---
Multi-Stage
= Yet
No
No
No
Exflltration - 6.570 inlhr (Contour) Tailwater Elev. = 0.00 ft
Note: CulveMOrlrioe outflows have been ene"d under inlet and.oullet control.
Stage./ Qlscharge
Stage (it)
3.00
2.60
1.00
0.00
12.00 15.00 18.00 21.00 24.00 27.00 30.00.
Imscharge (cfs)
20

PROJECT:.
PROJECT NO.:
DESCRIPTION:
Post DevekrPment
C AM 1
A ac
t
Dwdka&Drive
_42LS20204
zos
0.40
0.08
2
Sidewalk
9
Street&Go6er
OAS
wf
022
4
Grass
=5
25,097
0.60
5
_.
6
wdghwd
c
D.sa
14
Total Area
ImpoMous Area
3T 0.74
Percent hopordous 55.4't
r s of s
DESIGN W. APL
CHECKED BY LSM
Qc CIA
1=T2bft
C=VYIatihwC
A=TddamkkacFes
Vbhx Runotfto be ConboDed
Fran 1S N=
tsbnpb WOOL Scheeler)
RV.0 Og*p,00M
i=
55.4 Peleard knpervlM
Rva
QM Runoff Coeffide rt
VWReAd
P=
f 5 iR
Defto Reid
V=
9A92 MA
VbMrrrsToBeTWWA
V= 4009
VbkvM To BsTre"
A=
2.1941e
AmmdTawdm d0Sd=
pa
1AO s
Pool Depth
271.94
V= 6 t fe
VdemeerTnawmd
46AD It
Send HIoh VJWm Takte 9ae®fwr
49A0 9
Bdkm dTredwmd om"
50.602
VAdwSdawEkpwg w
Drawdowa CatrnWluu
V=
4008 tt'
Wwm To Bs Dram Dover
A=
Z194 tla
Aieao!Treelment0avb3
k=
5.71 LOW
Mad RestricUm ir7fi' ,&on Rds
t=
5 hm..
Droplown Tana
t
0_t dWs

Pond Report. 22
Hydraflow Hydrographs by Intelisolve
Tuesday, May 6 2008, 136 PM
Pond No. 5 - Infiltration Basin 7E'
Pond Data
Pond storageis based on known Contour areas. Average end area method used.
Stage / Storage Table.
Stage (ft) Elevation (ft) Contour area
incr. Storage (tuft)
Total storage (cult)
0.0.0 49.00 2.194
0
0
1_00 50.00 2.790
2,492
2,492
1.25 60.25 2,949
717
3,209
1..5.0 50.50 3,110
757
3,967
1.60 56.60 3,176
314
4,281
1.76 50.75 3,2.75
484
4,765
2.00 51.00 3,444:
840
5,605
3.00 52.00 4,155
3,800
9,404
Culvert I Orifice Structures
[A]
[B]
[C]
[D]
Rise (in)
= 15.00
0.00
MOD
0.00
Span (in)
= 15.00
0.00
0.00
0.00
No. Barrels
= 1
0
0
0
Invert El. (ft)
= 49.60
0.00
0.00
0.00
Length (ft)
= 73.00
0,00
0.00
0.0.0
slope (%)
= 0.66
0:00
0.00
0.00
Ni Value'
= .013
.000
.000
.000
Orlf. Coeff.
= 0.60
0.00
CIA
0.00
Multistage
= nfa
No
No
No
Stage (ft)
3.00
2.00
1.00
Q.co
o:00 1.00
Total Q
Weir Structures
[A]
[B]
[C]
[D]
Crest Len (ft)
= 5.00
15.00
0.00
0.00
Crest al. (it)
= 50.60
5'1.75
0,00
0:06
WeirCoeff.
= 3.33
333
0.00
0.00
Weir Type
= Riser
Rect
--
Multi-Stage
= Yes
No
No
No
EAltration = 0.600 inthr (Contour) Tailwater Elev. = 0.00 ft
Note: CuWarMririce ouffimn have been sm"d under inlet and outlet control.
Stage I Discharge
2.00 3.00 4.00 5.00 6.06
Stage (ft)
3.06
2.00
1.00
0.00
7.06 Sa10. 9.00 10.0D 1.1.0D 1Z.00 13.00 14.00
Discharge (cfs);

CEQTECHNICAL REPORT
at Tuft Qwk

ENVIRONMENTAL SERVICES. INC.
524 S. NEW HOPE ROAD
RALEIGH, NG'RTH CAROLINA V610
919-21Z-1760 + FAX [phone]C)7
www.enviroomentatservicesinc.com
22 November 2006
IVMr..Everett Gupton, E.I.
Cavanaugh & Associates, P.A.
130 north Front Street, Suite 202
Wilmington,,NC 29401
Ike. Turtie Creek Pleases 3-7 ESI Project # ER06-043.04
Soil Evaluation
Pender County, North Carolina
Dear Mr. Lupton:
During August through October 2006, Environmental Services, Inc., (ESO conducted soil evaluations for
thirty areas proposed for stormwater disposal within Phases 3-7 of the Turtle Creels project located scar
Surf City; Pender County, North Carolina; This evaluation included the advancement of Band -aver
borings throughout the site in areas previously deternivai tv b¢ non jurisdictional upland areas. These
evaluations included determining the depth to seasonal high water table (SHW'T) as well as a determining
infiltration rates by conducting in sitar satunited hydraulic conductivity (lam,) bests at twenty-six of these
locations.
Available information reviewed prior to the field investigation included the U S. Deparmnent of
Agriculture Soil Sia-t r of Pender County, North Carolina and the. United States Geological Survey
(USGS) 7.5-minute topographic quadrangle (Holly Ridge, NC). The. amass of the site evaluated are
mapped as Kureb fine sand (KuB), Leon fine sand (LnA). Mandarin fine. sand. (Ma)6 and Onslow Loamy
fine sand (On) based on the Soil Survey of Pender County, N n k Carolina.
Soil: Evaluation,.
Soil borings were advanced to a depth of greater than 60 inches below the ground surface (BGS) Whem
passible within the proposed stormwater disposal areas withintI1e project site. The borings were
characterized for the following criteria: texture; color; structure; soil depth; depth and thickness of any
restrictive horizon(s) if present; depth (if present) of a SHWT; and topography and landscape position.
Onslow loamy fine sand
Portions of the soils evaluated within Phases 3 through 5 are generally similar to the Onslow loamy fine
sand scrics. The surface horizons extend to a depth of 10 inches BGS with textures generally consisting
of fine sand. Soil structure vt ithin the surface horizons is generally weak medium granular. The
subsurface horizons extend from depths ranging from 10 inches to greater than 60 inches BGS with
textures generally ranging from sand to sandy clay loam. Soil structure within the subsurface horizons
ranngos from weak fine subangular blocky to massive.
litestrietive horizons were not observed between: within 60 inches of the soil surface at the areas evatuated.
Evidence of a SHWT was observed; from a.. to 34 inches BGS. Topography within these areas is
go ncrally flat with slopes ranging from 0Ao 3%6.
]Acxsoi4vj L • 3T. AUGL'sVNE • COMA • JUPITER - t3 TIN 8 SAVANNAH - A7LANtA 0 RAi=n • CHARLOTTE v AsImIl S

EXIMONAtENTAL SEti.Ytt-:ES, INC.
Turtle. Cheek Phases 3-7
Soil.Evaltion;
22 November 2006
Page 2 of 4
Mandarin fifte said
Portion of the soils evaluated within Phases 6, 5 and 7.wom gmeni ly similar to the Mandarin fine' sand
series. The surface horizons extend to a. dWth of 6 inches BGS with tatures SPOMHY consisting of ROO
sand. Soil shmotu re within the sure hW&M is ga' stage& gmmed. The subsurface hm-ouhs
extend fiotn a depdr of 6. inches BGS to depths r0girtg f um 18 to 20 melees BGS with t=tu res geumaW
is ft of.. foxes sand., soil structhme wain the sW=rfi= ho€ixo ns is ameraRy single grained:. Ilm
upper subXH harizous extend fvep depths of IS to 20:inches: BGS in depths ranging fiom 36 'to 42 inch
BGS with tcatww generally consisting office surd tQ. sand inchhdihlg w t�,' r cep f[e srandL gal
srrnetmre within ttre upper subsoil is gaftemlly massive. The is r subsurface horizons aftad fivm
ths depranging horn 36 to 42 Wches iBGS to depths thmr 60 hkcbw BGS with ftIum generally
consis6 g of fine sand to sand: soil structure within the subsurbw badmous is SMCMUY fine sand.
Rive bans were not observed within 60 incUs; of 60 sail surf = at the amens evah Wb&
Evidence of a. MWf vase observed fiom. 26 to greater than 44 inches BGS. Topoghaphy wiithia d►ese
areas is generally fWwith slopes ranging fiom 0 to 3W
T.eOII fiche Sand
P'ixtiow of the sods evaluated within Fbasc&7 am gowally sunibrr to the to fine sand series. Portions
of *0 sons ovalasfed within ftam 4 and 5 appear m die wWM IhO bmwitim ZQRe from MmdwiR 110
Leon. Thu; surface horizon wead to a depth of 6 incbes BGS with texturcs gmuft consisting of fire
sand to samW. Soil sh'Eccshare .wither the s7nrfat a horizons is generallY single pined. The snbsur roe
hormone ex6end. fi om. depths. of 6 inches to depths of 16 to 22 .ink ." with *At urs 8CIWWlY
consisting of fits sand to sand. Tho tourer po�as of due subw face hmiaons coatrun of Y
c . fine saki. Sod MUChKO wKhm the .subsu rkee, hothm ns is gwaallY single gamed to massive.
The subsoil.`horizons extend: flout deptt of 16 to 22 inches BGS to depths g than 60 inches BGS
whh gmendly cogmsfmg of fiche sand lb sand: Layers of weakly wed Tine sand are pent
within ft subsoil horizons. Soft *act= within the suAWd horMMS IS generally single grained to
wive.
Reshicsive horizpmwem observed at depths .ranging &an 16 to 22 inches of the soil sutfaoe at the a- s
Mhigjd Evida= of a SRWT was obscrved ass their 12 inches BGS. Tap ► wiEdtiQ thM WM.
is generally fiat with slopes ring frora.0 tot 2%.
h iltratrM Rates.
1nrift rags vmew measmed at twen"ix locadims on 60 project site: 1", measaretrrents were
conducted a vOmpeat constant head. petmeammer (cchp). TbeSc its were coliuctel at
soil depths r LI&g fib 10 inches to 29 inches BGS. 'The met 10CM1 rrs were areas that.mar be
olemtiall + used for waskmater infiltration basins: andfor stotmwateir infiltration devices. A detailed sail
profile description was completed at each test. location..
The ki-sau Kw Wues. were calcuiaWd bayed on field measurements using tire Glover Win. K,,
measurements ranged: tom. o.36 ir>c hou7r (Wk) to 9.43 Wtur [5.38 gallonsldltylquare %ot (WdW) to
141.04 gpdfO:
Table 1 summarizes. the in -situ Kw its,for each location and includes: location; soil scrim
depth io SRWT; Acpth and horizon of conductivity test and conductivity measurement at each location:

ENVIRONMENTAL SERVICES. INC.
Turtle Creek phases 3-7
Soil Evaluation
22 November 2006
Page 3 of 4
'rahle t Cn11 T2nrintr TnfnrmAYinn nevi %H-eitzj 4AEtlisted liydraulte Coi dud-dvit Migaumments+
Soil Boring
and/or
Condactift
Test Number
Soil Series
Present
Depth to
Seasonal High
Water Table
inches SG S
Depth/Rorizan
(inches BGS)
Result
gpdfft
hOw
KAS 3-1*
onslow
_
34
29Bt.
59.97
4.01
3-2*
onslow
_
26
2 lst
K� I
6.46
K 3-3*
Onslow
26
2918t
25.70
1.72
3-4*
onslow
26
21,/Bt
94.78
634
3-5*
Ouslow
26
281B.t:
100.25
6.70
SB 3-6*
onslow
30
N/A
MA
NIA
SB 3-7*
Leon
18
N/A
NIA
NIA
RS-1+
Onslow
26
N/A •
NIA
NIA
RS-2+
onslow
35
NIA
MA
NIA
RS-3+
onslow
22
N/A
MA.
NIA
Km 44*
Onslaw
24.
19111
628.
0.42
4-2*
Onalowmeon
18
11.
20.34
1.36
4:3*
Mandarin
32
24
i 2L63
1.51
4-4**
Mandarin
44
11 5.60
0.37
s-I**
Mandarin
.36
14 E 6.8
0.42
Kat 5-2*
Mandadn/Leon
26 R
13 26.67
1.78
X. &I
onslow
28
1.6 S.3S
036
KIM 6-2
Kareb
36
24 86.58
5.79
6
Kureb
36
16 11814E
7M.
K 6-4
Kureb
16.
23 _' 9.03
0.60
Kut &S
onslow
30
23 7.67
0.51
6-6:
Kureb
31
14 24.33
1.63
K 6r7
onslow
34
12 1093.1
7.31
Xa 7-1**
Leon
<12
N/A NIA
NIA
Km 7.2**
Mandarin
36
15 95.82
6.41:
Kut 7-3**
Leon
<12
14 85.43
5.71
K 7.4**
Leon
12
13 90.66
6.06
7-5**
Mandarin
28
12 65A
4.40
IC 7-6**
Mandarin
26
10 98.10
6.56
Ks417-7**
Mandarin
24
13 98.21
K 7-8**
Mandarin
24
11. 141.04
.9A3
Kmt 74**
Leon
<12
10 129.61
8.66
A 1**+
Mandarin
30
NIA N/A
MA
"Denotes SHWT depths approved by NCDENR personnel On 15 August 2006.
**Denotes SHWT depths approved by 9CDENR personnel on 16 November 2006
-+-Denotes s,,ll bor ►ap or�l3r, Ks"-, test bane• not 'seen conducted: at theselocations as of the submittal of it is
evaluation.

E\LT'kruzoN,,4rNTAL- Si:mricEs, Lmc
Turtle C-teek Phases 3-7
Soil, EvaluatiQll
22 1,1ovember 2006
Page 4 of 4
An o"te, soil evakuWw was cwAuated an 15 August 2W6 and 16 November 2006 with Mr. Vincent
I z" o s of !he N.C. Dqmr.'knent of Envirrop-megt md, N-ahjr-d ftwaymem (NC`DENR) — Division of Soil and
Water Cousavation. The SRWT depth.% as approved by Mr. Lzwk am listed and de;toUd separawly
abo" in Table 1. -fhremaining MRW dqft have not bew approved by NCDENR as of the submittal
of Ilds ovaluefica.
EST evaluated soil bodap at dft locafions and conducted saftraftd . hydraulic condadh* UsIs in
Liventy-six locations in areas proposed. foie SkKW*dW infiltm.flon davices. Evidence of SHWT was
observed withm" 12 incilm of the soil uuf=. to greater than 44 inches BGS widkin the areas evalumed.
K., measurements ravVd fimn 0.36 is1hr to 9.43 kft (538 gpdW 10 14.1.04 UA&).
Thank you for allowing ESI to be of senrice, to COmaugh & Assodafts6 P.A. Please call me if you have
my quesfions,
SinCC:*-
ENVOLONMENTAL SERVICES, INC.
senkir sciedit
Auadmaeum Safi BaRand Kw test Wcaim map

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T�' L'V\IRU\Y1RN1'\L ERalS6�3A>F
K-sai Test and Sod Boring LOcwWS Row, lox
Turtle Croon Phases Ill-Vil Soil Evaluation
Ponds County. North Caro"ma
Fiqurx. 1`

6tjj'�0V601
TFIE VILLAGES AT
TR"w
TOWN OF SURF CITY,
PENDER COUNTY,
NORTH CAROLINA
PHASES 6 & 7 STORMWATER
MANAGEMENT HIGH DENSITY
PERMIT APPLICATION
SUPPLEMENTAL REPORT
MAY 6, 2008
CAVANAUG
Solutions through integrity and partnership
We provide superior client service and env!
designs through integrity, communication and partnership.
Consulting Engineers
Environmental Professionals
Land Surveyors
Design Professionals
530 North Trade Street, Suite 302, Winston-Salem, North Carolina 27101, Phone [phone]
; iAY 1, Z00�

Narrative
I. Site Description
'tie subject development, formally identified as The Villages at Turtle Creek, is
located in the Town of Surf City, Pender County, North Carolina. The 248.2 (+/-)
acre property has frontage along NC 210 and US Highway 17. Please note that
the site will be permitted and constructed in multiple phases. Phases 6 and 7
have a limit of disturbance of approximately 39.8 acres and an assessed
drainage area of approximately 27 acres.
The site is currently undeveloped and heavily forested with Army Corp of
Engineer approved 404 wetlands located throughout the property. Currently,
the site drains by way of overland flow through the wetlands for ultimate
discharge to Becky's Creek. Becky's Creek has a watershed classification of
SA:HQW as confirmed by DENR-DWQ on July 24, 2006.
The property can be described as mildly sloping, with an average slope of
approximately 1.0%. The. elevations throughout the property range from 9 ft
mean sea level (MSL) near the wetlands to 65 ft MSL towards US 17. It is
important to note that the area proposed within Phases 6 and 7 ranges in
elevation from 63 ft MSL to approximately 37 ft MSL.
The geotechnical site review conducted by an independent soil scientist found
seasonal high water table elevations (SHWTE) ranging from less than 12 to 60
inches below ground surface (BGS) in these phases. Estimated infiltration rates
between 0.36 in/hr and 9.43 in/hr were determined by the soils evaluation.
It. Project Description
Phases 6 and 7 of this multi -phased development consist of the construction of
a portion of the subdivision containing 183 townhomes. These phases will
include approximately 304,422 W of dwelling and driveway area, 58,752 W of
sidewalk area, and 302,253 if of street and gutter area.
Pursuant to the watershed classification of the site, High Quality Waters: SA
(HQW:SA), the project will employ infiltration type best management practices
(BMPs). Specifically, nine (9) infiltration basins are proposed.
Stormwater from the tributary drainage areas, as identified within the submission
documents, will travel by sheet and shalloww concentrated floww to a series of. flat
grate curb. and yard inlets for eventual discharge to the nine (9) proposed
stormwater management basins. Stormwater will be collected and conveyed
from these.inlets through a series of HDPE egg RCP:
The ✓ hges at Turtle Creek 2 of 5
Stormwater Management High Density Penn? Application

* TOTAL DRAINAGE AREA: 1.167.075 ft2 = 26.79 acres = 27.0 acres
Impervious Areas (Project Built Upon Area — BUA)
Dwellings and Driveways: 304,422 ft2 = 6.99 acres
Sidewalk: 58,752 ft2 = 1.35 acres
Street and Gutter: 302,253 ft2 = 6.94 acres
Calculation
6.99 + 1.35 + 6.94 acres = 15.28 acres impervious
15.28 acres (Impervious)/39.81 ac. (Total LOD) = 0.3838->38.38% Project BUA
III. Stormwater Management Plan
Collection and Conveyance:
The residential lots, roads and streets will be graded so that runoff enters the
stormwater management system by way of sheet flow over the residential lots
and roadway system and shallow concentrated flow within the valley curb to the
curb and yard inlets. From these inlets, the stormwater will be conveyed by way
of the aforementioned HDPE & RCP for discharge to the nine
(9) strategically -placed stormwater management basins. Please note, runoff
from the rooftops will be collected by down spouts and directed to the right-of-
way, as specified within the notes, where the runoff will then enter the
stormwater management system. Yard inlets will also be utilized where
necessary to collect runoff in the grassed and.landscaped areas.
Treatment:
The project site is located in a coastal county and within 1/2 mile of SA:HQW
waters. Therefore, the project requires stormwater to be treated with an
infiltration type system. After discussions with NCDENR-DWQ's staff, it has been
determined that the best option for stormwater treatment for this project is
infiltration basins. The SHWTE :investigation confirmed that the proposed
locations of the nine (9) infiltration basins are appropriate for this type of BMP.
The nine (9) proposed locations had SHWTEs of 24 and 44 inches BGS.
Basins 6A, 613, 6C, 6D; 7A, 713, 7C, 7D and 7E are infiltration basins designed to
treat the first 1.5" of rainfall runoff. "Off-line" bypass systems will divert excess
runoff from large storm events to the wetlands. Rip. rap aprons. will. be used to
dissipate the velocity of the incoming runoff, and level epreaders will be used to
prevent chann.elized flow at the entry points to *the basins as well as at the
bypass box discharges. Level spreaders will be used, in addition to the: riprap.
apron, to discharge runoff in excess of the 1.5" volume into the existing 404
jurisdictional. wetlands for the basins. In addition, basin 6A, 613 & 7A soils will be
rho Villages at Turtle Greek 3 of 5
Stormwater Management High Density Permit Application

excavated to the SHWTE and backfilled with suitable infiltrative soils to increase
infiltration rates in the basin location.
Using the computer program Hydraflow, the runoff potentially generated for
Phases 6 and 7 in their natural state (pre -development) during a 10-year storm
was modeled and equals approximately 40.5 W/s. The runoff generated in the
post -development scenario for Phases 6 and 7 that will be routed through
stormwater ponds was also modeled for a 10-year storm and equals
approximately 2.60 W/s. Therefore, the flow was reduced from the pre -
development scenario to the post -development scenario by 37.81 fig/s for a 1.0-
year storm. The modeling results are shown in the Appendix.
The proposed stormwater management system has been designed in
accordance with i CDENR requirements and will not adversely affect any
downstream drainage patterns.
IV. Above - Ground lnffitration Basin Maintenance Agreement
1. Stormwater management facilities shall be regularly maintained to ensure
they function at design capacity and to prevent health hazards associated
with debris build-up and stagnant water. The privately -owned portion of the
system must be privately maintained.
2. Responsibility for operation and maintenance of stormwater facilities,
including periodic removal and disposal of accumulated particulate
material and debris, but not limited to the following:'visual inspection of all
system components at least twice each year; vacuuming of all storm sewer
inlets once every six months (frequency of vacuuming may be adjusted to
once a year if first year maintenance records indicate that sediment and
debris accumulation is insignificant); reverse flushing, and vacuuming if
system inspections indicate significant accumulation of sediment in the
pipes.; and periodic removal and disposal of other material and debris shall
remain with the owner or owners of the property, with permanent
arrangements that shall pass to any successive owner, unless assumed by
a governmental agency.
3. In the event that the facility becomes a danger to public safety or public
health, or if it is in need of maintenance, the owner shall effect such
maintenance and repair of the facility in a manner that is. approved by the
township engineer or his designee. If the owner fails or refuses to perform
such maintenance and repair, the municipality may immediately proceed to
do so in accordance with the maintenance bond.
The Villages at Turtle Creek 4 of 5
Sbrmwater Management Hqh Density Pem71f Apphmtian

V. Construction Schedule
1. Perform construction stake out.
2. Install temporary gravel construction entrance.
3. Clear site, but do not grub.
4. Install all erosion and sediment control measures.
5. Grub site.
6. Construct sediment traps.
7. Commence rough grading of the site.
8. Install stormwater management appurtenances inclusive of infiltration
basins.
9. Construct sewer collection system.
10. Construct water system.
11. Rough grade the site.
12. Shape shoulders and cut -and -fill slopes.
13. Scarify, seed, fertilize, and mulch all disturbed areas.
14. Install dry utilities (electrical, fiber-optic, cable, phone, etc.).
15. Re -scarify, re -seed, re fertilize and mulch all disturbed area.
16. Construct roadbed base course and intermediate asphalt course.
17. Apply final asphalt course.
18. After disturbed areas are stabilized with vegetation, the contractor shall
return to the site and remove all temporary erosion control measures.
Vl. Vegetation Plan
1. The contractor shall provide seeding and mulching on all disturbed areas
within fifteen (15) working days following the completion of any phase of
grading. Seeding requirements shall include soil preparation, seed
mixtures, and mulching.
2. Contractor shall provide sod cover on all areas or comply with permanent
seeding schedule..
The Villages at Turtle Creek 5 Of 5
S annwater Management High Density Permit Application

RE: Turtle Creek- Phase 6 & 7
Subject: RE: Turtle Creek- Phase 6 & 7
From: "Eric Seidel"<[e-mail]>
Date: Mon, 28 Apr 2008 12:54:07 -0400
To: "Janet Russell" <[e-mail]>
CC: "Steve Moore"<[e-mail]>, "Amanda Loftis"
<[e-mail]>, "Tom Miner" <[e-mail]>
Janet,
We confirm the express review date of May.8th at 10:00 AM.
Please let me know if you need anything else sent over before the
scheduled meeting. Thanks.
Eric Seidel
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Friday, April 25, 2008 10:16 AM
To: Eric Seidel; [e-mail]
Subject: Turtle Creek- Phase 6 & 7
April 25, 2008
*Turtle Creek - Phase 6 & 7*
Gentlemen:
The Express stormwater submittal meeting has been scheduled with *Linda
Lewis on May 8, 2008 at 10:00 AM* here in the Wilmington Regional
office. The applicant is required to attend the meeting .
Please review the attachment, "submittal requirements", in preparation
for the meeting.
Please respond within 2 business days to confirm and reserve the
submittal meeting date. If this date or time doesn't work, let me know.
Thanks,
Janet Russell
Express Coordinator
1 of 1 4/28/2008 12:56 PM

Turtle Creek Phase 6 & 7 Stormwater Express Review Request
Subject: Turtle Creek Phase 6 & 7 Stormwater Express Review Request
From: "Eric Seidel" <[e-mail]>
Date: Thu, 24 Apr 2008 15:29:29 -0400
To: "Janet Russell' <[e-mail]>
CC: "Steve Moore"<[e-mail]>, "Tom Miner"
<[e-mail]>, "Amanda Loftis"<[e-mail]>
Janet,
Please find the attached Express Review Permit Request Package for Turtle Creek - Phase 6 & 7 Stormwater
Management Plan.
After speaking with all involved parties, we would prefer Tuesday, May 6th. We understand May 6th may not be
possible, so please schedule us in as soon as something opens up. Thanks for the help.
Please let me know if you need anything else sent over.
Eric A. Seidel, E.I.
Cavanaugh & Associates, P.A.
130 North Front Street, Suite 202
Wilmington, NC 28401
[phone] ext.236 tel.
[phone] fax
Content -Description: Turtle Creek Overall Site
Creek Overall Site Plan.pd Content -Type: application/octet-stream
Content -Encoding: base64
(Turtle Creek Phase 6&7 - Express
Turtle Creek Phase 6&7 N
Content -Description: Turtle Creek Phase 6&7 -
Express Request.doc
Content -Type: application/msword
Content -Encoding: base64
Content -Description: Turtle Creek Phase 6&7
Nanrative.doc
Content -Type: application/msword
Content -Encoding: base64
Content -Description: Vicinity Map_3_25_08.pdf
Map_3_25_08.pd Content -Type: application/octet-stream
Content -Encoding: base64
1 of 2 4/24/2008 5:58 PM

T_T_JR EC REEl
TOWN OF SURF CITY,
PENDER COUNTY,
NORTH CAROLINA
PHASES 8 & 7 STORMWATER
MANAGEMENT HIGH DENSITY EXPRESS
PERMIT REQUEST NARRATIVE
April 24, 2008
CAVANAUGH
Solutions through integrity and partnership
We provide superior client service and environmentally sound
designs through integrity, communication and partnership.
Consulting Engineers
Environmental Professionals
Land Surveyors
Design Professionals
530 North Trade Street, Suite 302, Winston-Salem, North Carolina 27101, Phone [phone], Fax [phone]
® E G Jr
E
APR 2 4 2008

TABLE OF CONTENTS
PAGE
I. SITE DESCRIPTION 2
II. PROJECT DESCRIPTION 2
III. STORMWATER MANAGEMENT PLAN 3
IV. ABOVE -GROUND INFILTRATION 4
BASIN MAINTENANCE AGREEMENT
V. CONSTRUCTION SCHEDULE 4
VI VEGETATION PLAN 5
E C E i V E
D0
�a
APR 2 4 �w�,$
PROJ # DWQ
The Villages at Turtle Creek I
Stormwater Management High Density Permit Application

Narrative
I. Site Description
�j ECEIVEDD
APR 2 4 2008
DWQ
The subject development, formally identified as The Villages aP:YJr t7_e1r s
located in the Town of Surf City, Pender County, North Carolina. The 248.2 (f/-)
acre property has frontage along NC 210 and US Highway 17. Please note that
the site will be permitted and constructed in multiple phases. Phases 6 and 7
have a limit of disturbance of approximately 39.8 acres and an assessed
drainage area of approximately 27 acres.
The site is currently undeveloped and heavily forested with Army Corp of
Engineer approved 404 wetlands located throughout the property. Currently, the
site drains by way of overland flow through the wetlands for ultimate discharge to
Becky's Creek. Becky's Creek has a watershed classification of SA:HQW as
confirmed by DENR-DWQ on July 24, 2006.
The property can be described as mildly sloping, with an average slope of
approximately 1.0%. The elevations throughout the property range from 9 ft
mean sea level (MSL) near the wetlands to 65 ft MSL towards US 17. It is
important to note that the area proposed within Phases 6 and 7 ranges in
elevation from 63 ft MSL to approximately 37 ft MSL.
The geotechnical site review conducted by an independent soil scientist found
seasonal high water table elevations (SHWTE) ranging from less than 12 to 60
inches below ground surface (BGS) in these phases. Estimated infiltration rates
between 0.36 in/hr and 9.43 in/hr were determined by the soils evaluation.
II. Project Description
Phases 6 and 7 of this multi -phased development consist of the construction of a
portion of the subdivision containing 183 townhomes. These phases will include
approximately 304,422 ft2 of dwelling. and driveway area, 58,752 ft2 of sidewalk
area, and 302,253 ft2 of street and gutter area.
Pursuant to the watershed classification of the site, High Quality Waters: SA
(HQW:SA), the project will employ infiltration type best management practices
(BMPs). Specifically, nine (9) infiltration basins are proposed.
Stormwater from the tributary drainage areas, as identified within the submission
documents, will travel by sheet and shallow concentrated flow to a series of flat
grate curb and yard inlets for eventual discharge to the nine (9) proposed
stormwater management basins. Stormwater will be collected and conveyed
from these inlets through a series of HDPE & RCP.
* TOTAL DRAINAGE AREA: 1 167,075 ft2 = 26.79 acres = 27.0 acres
The Villages at Turtle Creek 2
Stormwater Management High Density Permit Application

Impervious Areas (Project Built Upon Area - B0�-
Dwellings and Driveways: 304,422 6.99 acres
Sidewalk: 58,752 ft2 = 1.35 acres
Street and Gutter: 302,253 ft2 = 6.94 acres
Calculation
6.99 + 1.35 + 6.94 acres = 15.28 acres impervious
15.28 acres (Impervious)/39.81 ac. (Total LOD) = 0.3838438.38% Project BUA
III. Stormwater Management Plan
Collection and Conveyance:
The residential lots, roads and streets will be graded so that runoff enters the
stormwater management system by way of sheet flow over the residential lots
and roadway system and shallow concentrated flow within the valley curb to the
curb and yard inlets. From these inlets, the stormwater will be conveyed by way
of the aforementioned HDPE & RCP for discharge to the nine
(9) strategically -placed stormwater management basins. Please note, runoff
from the rooftops will be collected by down spouts and directed to the right-of-
way, as specified within the notes, where the runoff will then enter the stormwater
management system. Yard inlets will also be utilized where necessary to collect
runoff in the grassed and landscaped areas.
Treatment:
The project site is located in a coastal county and within Y2 mile of SA:HQW
waters. Therefore, the project requires stormwater to be treated with an
infiltration type system. After discussions with NCDENR-DWQ's staff, it has
been determined that the best option for stormwater treatment for this project is
infiltration basins. The SHWTE investigation confirmed that the proposed
locations of the nine (9) infiltration basins are appropriate for this type of BMP.
The nine (9) proposed locations had SHWTEs of 24 and 44 inches BGS.
Basins 6A, 6B, 6C, 6C, 7A, 7B, 7C, 7D and 7E are infiltration basins designed to
treat the first 1.5" of rainfall runoff. "Off-line" bypass systems will divert excess
runoff from large storm events to the wetlands. Rip rap aprons will be used to
dissipate the velocity of the incoming runoff, and level spreaders will be used to
prevent channelized flow at the entry points to the basins as well as at the
bypass box discharges. Level spreaders will be used, in addition to the rip rap
apron, to discharge runoff in excess of the 1.5" volume into the existing 404
jurisdictional wetlands for the basins. As well, Basin 6A, 6B & 7A soils will be
excavated to the SHWTE and backfilled with suitable infiltrative soils to increase
infiltration rates in the basin location.
The Villages at Turtle Creek 3
Stormwater Management High Density Permit Application

The proposed stormwater management system will be designed in accordance
with NCDENR requirements and will not adversely affect any downstream
drainage patterns.
IV. Above — Ground Infiltration Basin Maintenance Agreement
1. Stormwater management facilities shall be regularly maintained to ensure
they function at design capacity and to prevent health hazards associated
with debris build-up and stagnant water. The privately -owned portion of the
system must be privately maintained.
2. Responsibility for operation and maintenance of stormwater facilities,
including periodic removal and disposal of accumulated particulate material
and debris, but not limited to the following: visual inspection of all system
components at least twice each year; vacuuming of all storm sewer inlets
once every six months (frequency of vacuuming may be adjusted to once a
year if first year maintenance records indicate that sediment and debris
accumulation is insignificant); reverse flushing and vacuuming if system
inspections indicate significant accumulation of sediment in the pipes; and
periodic removal and disposal of other material and debris shall remain with
the owner or owners of the property, with permanent arrangements that
shall pass to any successive owner, unless assumed by a governmental
agency.
3. In the event that the facility becomes a danger to public safety or public
health, or if it is in need of maintenance, the owner shall effect such
maintenance and repair of the facility in a manner that is approved by the
township engineer or his designee. If the owner fails or refuses to perform
such maintenance and repair, the municipality may immediately proceed to
do so in accordance with the maintenance bond.
V. Construction Schedule
1. Perform construction stake out.
2. Install temporary gravel construction entrance.
3. Clear site, but do not grub.
4. Install all erosion and sediment control measures.
5. Grub site.
6. Construct sediment traps.
7. Commence rough grading of the site.
8. install stormwater management appurtenances inclusive of infiltration
basins.
9. Construct sewer collection system.
10. Construct water system.
11. Complete rough grade of the site.
12. Shape shoulders and cut -and -fill slopes.
13. Scarify, seed, fertilize, and mulch all disturbed areas.
14. Install dry utilities (electrical, fiber-optic, cable, phone, etc.).
The Villages at Turtle Creek 4
Stormwater Management High Density Permit Application

15. Re -scarify, re -seed, re -fertilize and mulch all disturbed area.
16. Construct roadbed base course and intermediate asphalt course.
17. Apply final asphalt course.
18. After disturbed areas are stabilized with vegetation, the contractor shall
return to the site and remove all temporary erosion control measures.
VI. Vegetation Plan
1. The contractor shall provide seeding and mulching on all disturbed areas
within fifteen (15) working days following the completion of any phase of
grading. Seeding requirements shall include soil preparation, seed
mixtures, and mulching.
2. Contractor shall provide sod cover on all areas or comply with permanent
seeding schedule.
The Villages at Turtle Creek $
Stormwater Management High Density Permit Application

Wk-
THE VILLAGES AT
r JRTLECREEK
TOWN OF SERF CITY, FENDER COUNTY
NORTH CAROUNA
�7,
MANHOLLOW CHURCH,..... `
_,� ,�• s .... ROAD`
72T US 17
V -
� .. 4 t •trrr.-- 1 •r �
fg
k. APPROX. PROJECT
tjLOCATION :y
n •'". � 'fly
PROJECT •- •
PROJECT NAME
LATITUDE: 340 27' 21.52" N
LONGITUDE: 770 34' 52.00" W
QUAD #: HOLLY RIDGE QUADRANGLE
STREAM CLASS: SA; HQW
RECEIVING STREAM: BECKY'S CREEK
BASIN: CAPE FEAR
STREAM INDEX: 18-87-8
CAVANAUGH
SmW"00p00h kY 2*mndpl4nMhip 60
Cewne 0 d 14-.J fes, P.A lW N. ftW &W 3at S ft 202
*M-kW , NC 2&707
870IW2-44UQx;9701=.M72www. rmghwWM .e
CREEK^`
ATKINSON
LOOP ROAD
i � � . r ;ids-3✓; r', ram`, i . �L. �� ..F �.
FACILITY LOCATION
NOT TO SCALE
t�

North Carolina Department of Environment and
Natural Resources
— GRIAV. Request for Express Permit Review
NCDENR
For DENR Use ONLY
Reviewer:
Submit 54-o8
Time: 10'am
Confirm 4 - 28'o8
N�Ikv
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF rile) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidsonO-ncmail
no
• Fayetteville or Raleigh Region -David Lee 919-7914203; david/ee(ftcmail
net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick arogan0ncmall.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisonOncmailnet
• Wilmington Region -Janet Russell 910-350-2004 or janetrussell®.ncmail.net
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: rTHE VILLAGES AT TURTLE CREEK-- PHASE 6 & 7, County: PENDER
Applicant: Tom Miner (Representative) Company: DCNC North Carolina I. LLC
Address: 401 CITY AVENUE City: BALA CYNWYD, State: PA Zip:19004-1150
Phone:[phone] Fax:[phone] Email: tminerCcD_dilsheimer.com
Project is Drains into SA HQW waters Project Located in CAPE FEAR River Basin E C E I V IE
Engineer/Consultant: Eric Seidel Company: Cavanaugh & Associates, PA D
Address:130 N. FRONT STREET City: WILMINGTON, State: NC Zip: 28401 APR 2 4 2008
Phone: [phone] Fax::[phone] Email: edc.seidelp_� avanaughsolutions.com
DWQ
(Check all that apply) PROJ #
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
gRtate Stofaiwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
High Density -Detention Pond # Treatment Systems -
9 Y _ y Z High Density -Infiltration 9 #Treatment Systems
[:]High Density -Bio-Retention _ # Treatment Systems ❑ High Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
® Wetlands (401): Check all that apply
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
404 Application in Process w/ US ACOE: ® Yes ❑ No
Permit Received from US ALOE I1Z Yes ❑ No
Fee Split for multiple permits: (Check#
Isolated wetland on Property ® Yes ❑ No
Buffer Impacts: Z No ❑ YES: acre(s)
Minor Variance: ® No ❑ YES
Major General Variance ® No ❑ YES
401 Application required: ®Yes ❑ No If YES, ® Regular
Perennial, Blue line stream, etc on site ❑ yes F No
For DENR use only
Total Fee Amount
SUBMITTAL DATES
Fee
- ----- - -- ----------
-
SUBMITTAL DATES
Fee
CAMA
$
Variance ❑ Ma'; ❑Min)
1
$
SW ❑ HD, ❑ LD, ❑ Gen
$
401:
$
LQS
$
Stream Deter,_
$

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPAR iMENT OF THE
..: secretary �. ECRETARY O TATE
�!'A S
PO Bux 29622 Raleigh, NC 2762"622 (919)8C 7-2.900
CORPORATIONS
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Corporation Names
Name Name Type
NC Dilsheimer Legal
Communities of North
Carolina, L.L.C,
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0757657
Current -Active
12/17/2004
Domestic
NC
Perpetual
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
2528 Independence Boulevard Suite 104
Wilmington NC 28412
2528 Independence Boulevard Suite 104
Wilmington NC 28412
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7309405 5/16/2008

%?r'
SOSID: 757657
Date Filed: 12/17/200412:10:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200435100458
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is:
Dilsheimer Communities of North Carolina, L.L.C.
./ If the limited liability company is to be dissolved by a specific date, the latest date on
which the limited liability company is to dissolve (If no date for dissolution is specified,
there shall be no limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as
follows: (State whether each person is executing these articles of organization in the
capacity of a member, organizer or both). Bonnie S. Sander, Organizer
1650 Arch Street, 22nd Floor
Philadelphia, PA 19103
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 327 Hillsborough Street
City, State, Zip Code: Raleigh. NC 27603 County:Wake
The mailing address, if dffj`er ni from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Corporation Service Company
7. Principal Office Information: (Select either a or b)
a. XX The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 401 City venue. Suite 710
City, State, Zip Code: Bala Cvnwyd, PA 19004 County: Mont og, %j
The mailing address, ifdWeren1 from the street address, of the principal office of the
corporation is:
PHL:3047718. VDIL007-212831

b. The limited liability company does not have a principal office.
8. Check one of the following:
(i) Member -managed LLC. all members by virtue of their status as members shall
be managers of this limited liability company
XX (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),
the members of this limited liability company shall not be managers by virtue of their
status as members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 16th day of December, 2004
Dilsheimer Communities of North Carolina, L.L.C.
Bonnic S. Sander. Organizer
Type or Print Name and Title
PHUS047716.{ro1LW7-212831 - 2 -

LIMITED LIABILITY COMPANY
" ANNUAL REPORT
NAME OF LI IITED LIABILITY COMPANY: Dilsheimer Communities of North Carolina, L.L.C.
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0757657
NATURE OF BUSINESS: Land Developer
REGISTERED AGENT: Corporation Service Company
REGISTERED OFFICE MAILING ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603
SOSID: 0757657
Date Filed: 3/16/200511:28 AM
Elaine F. Marshall
North Carolina Secretary of State
FEDERAL EMPLOYER ID NUMBER: -
REGISTERED OFFICE STREET ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603 County: Wake
PRINCIPAL OFFICE TELEPHONE NUMBER: 610-617-9700
PRINCIPAL OFFICE MAILING ADDRESS: 401 City Avenue
Suite 710
Bala Cynwyd, PA 19004
PRINCIPAL OFFICE STREET ADDRESS: 401 City Avenue
Suite 710
Bala Cynwyd, PA 19004
MANAGERSAVIEMBERS/ORGANIZERS:
Mr. Brian D. Dilsheimer Mr. Thomas S. Dilsheimer Mr. Maurice Johnson Mr. James B. Dilsheimer
Title: Manager Title: Vice President/assistant Secret&oYe: Vice President/treasurer Title: Vice President
401 City Ave. 401 City Ave. 401 City Ave. 401 City Ave.
Suite 710 Suite 710 Suite 710 Suite 710
Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Mr. Thomas S. Dilsheimer
3/16/2005
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
Mr. Thomas S. Dilsheimer Manager/Member
TYPE. OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626.0525

C200709800919
SOSID: 0757657
Date Filed: 3/29/2007 9:07:00 AM
Elaine F. Marshall
LIMITED LIABILITY COMPANY North Carolina Secretary of State
�.ANNUAL REPORT C200708800918
NAME OF LIMMD LIABILITY COMPANY: Dilsheimer Communities of North Carolina, L.L.C.
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0757657
NAT 3RF, OF BUSINESS: Land Developer
REGISTERED AGENT:. Corporation Service Company
REGISTERED OFFICE MAILING ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603
REGISTERED OFFICE STREET ADDRESS: 327Htllsborough Street
RutCigh, NC 27603 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/h EMBERS/ORGANIZERS:
Name: Brian D. Dilsheimer
Title: Alianager
Address:
401 City Ave.ISuite 710
Bala Cymlyd, PA 19004
2528 Independence Boulevard Suite 104
Wilmington, NC 28412
2S,281ndependence Boulevard Suite 104
Wilmington, NC 28412
Name: Thomas S. Dilsheimer
Title: 9Kember
Address:
401 City Ave.ISuite 710
Bala Cynwyd, PA 19004
Name: Richard H. Dilsheimer Name: Robert A. Dilsheimer
71tle:.96m6er Title: Xember
Address., Address:
401 City Avenue, Suite 710 401 City Avenue, Suite 710
Baler Cynwyd, PA 19004 Bala C PA 19004
Name: James A Dilsheimer
Title: 91fember
Address:
401 City Ave. ISuite 710
Bala Cynwyd, PA 19004
CER ATION ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Drian Dilsheimer
TYPE OR PRINT NAME
20070315
DATE
Manager
TYPE OR PRINT T11 E
ANNUAL REPORT FEE: E-Faid Secretary of State • Corporations Division - Post Office Box 29525 • Raleigh, NC 27626-0525

North Carolina Secretary of State
Page 1 of 1
;•�t''"''; North Carolina
1 J
Jr DEPARTMENT OF THE
Maine � Marshall
ecrelary
SECRETARY OF STATE
PO Rox 296T2 Raiel•gh: NC 27626-0822 ($49fL,9G'r'-2044 i
CORPORATIONS
Corporations Home
Search By Corporate Name
Search For New Corporation
Search By Registered Agent
Important Notice
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Homeowners' Association FAQ
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LINKS & LEGISLATION
KBBE B213 Annual Reports
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2GO1 Bill Summaries
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Corporations 1997
Register for E-Procurement
Dept. of Revenue
ONLINE ORDERS
Start An Order 1
New Payment Procedures
CONTACT US
Corporations Division
TOOLS
Secretary of State Home
Secretary of State Site Map
Printable Page
Date: 5/16/2008
Click here to:
View Document Filings I Sign Up for E-Notifications 1
71) Print apre-populated Annual Report Form I Annual Report Count I File
an Annual Report I
Corporation Names
Name Name Type
NC DCNC North Carolina I, Legal
L. L.C.
Limited Liability Company Information
SOSID:
Status:
Hate Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0757642
Current -Active
12/17/2004
Domestic
NC
Perpetual
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
2528 Independence blvd., suite 104
Wilmington NC 28412
2528 independence blvd., suite 104
Wilmington NC 28412
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=7309404 5/16/2008

SOSID: 757642
Date Filed: 12/17/200411:07:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200435100456
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is:
DCNC North Carolina I, L.L.C.
If the limited liability company is to be dissolved by a specific date, the latest date on
which the limited liability company is to dissolve (If no date for dissolution is specified,
there shall be no limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as
follows: (State whether each person is executing these articles of organization in the
capacity of a member, organizer or both). Bonnie S . Sander, Organizer
1650 Arch Street, 22nd Floor
Philadelphia, PA 19103
4- The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 327 Hillsborough Street
City, State, Zip Code: &aleigh, NC 27603 County:Wake
The mailing address, if di erent from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Corporation Service Company
7. Principal Office Information: (Select either a or b)
a. XX The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 4010 Avenue. Suite 710
City, State, Zip Code: Bala Cynwyd. PA 19004 County: Montgomery
The mailing address, if different from the street address, of the principal office of the
corporation is:
PHUS047816.IIDILD07-212831

b. The limited liability company does not have a principal office.
8. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall
be managers of this limited liability company
21X (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),
the members of this limited liability company shall not be managers by virtue of their
status as members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the �— day of , 2004
DCNC North Carolina I, L.L.C.
Bonnie S. Sander, Organizer
Type or Print Name and Title
PHL:5047916.f/DIL007-212831 - 2 -

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LI IITED LIABILITY COMPANY: Dcnc North Carolina I, L.L.C.
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0757642
NATURE OF BUSINESS: Land Developer
REGISTERED AGENT: Corporation Service Company
REGISTERED OFFICE MAILING ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603
SOSID: 0757642
Date Filed: 3/16/200510:49 AM
Elaine F. Marshall
North Carolina Secretary of State
FEDERAL EMPLOYER ID NUMBE
REGISTERED OFFICE STREET ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603 County: Wake
PRINCIPAL OFFICE TELEPHONE NUMBER: 610-617-9700
PRINCIPAL OFFICE MAILING ADDRESS: 401 City Avenue
Suite 710
Bala Cynwyd PA 19004
PRINCIPAL OFFICE STREET ADDRESS: 401 City Avenue
Suite 710
Bala Cynwyd, PA 19004
MANAGERSAMI1 BERS/ORGANIZERS:
Mr. Thomas S Dilsheimer Mr. Maurice H. Johnson Mr. Brian D. Dilsheimer
Mr. James B. Dilsheimer
Title: Vice President/assistant SecretT*e: Vice President/treasurer Title: Vice President
Title: Vice President
401 City Ave. 401 City Ave. 401 City Ave.
401 City Ave.
Suite 710 Suite 710 Suite 710
Suite 710
Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004 Bala Cyn"d, PA 19004
Bala Cynwyd, PA 19004
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Mr. Thomas S. Dilsheimer
3/16/2005
FORM MUST BE SIGNED BY A MANAGER/MEMBER
DATE
Mr. Thomas S. Dilsheimer
Manager/Member
TYPE OR PRINT NAME
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

C200709900051
LIMITED LIABILITY COMPANY
ANNUAL REPORT
SOSID: 0757642
Date Filed: 3/30/200712:24:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200708900051
NAMEOF LIMITED LIABILITY COMPANY: DCNC North Carolina 1, L.L.C.
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0757642
NATURE OF BUSINESS: Land Developer
REGISTERED AGENT: Corporation Service Company
REGISTERED OFFICE MAILING ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603
REGISTERED OFFICE STREET ADDRESS: 327 Hillsborough Street
""' M Vlggn, M_ 27603 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER; [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 2528Independence Blvd. Suite 104
Wilmington, NC 28-412
PRINCIPAL OFFICE STREET ADDRESS: 2528Independence Blvd., Suite 104
Wilmington, NC 28412
MANAGERS/MEMBERS/ORGANIZERS:
Name: Thomas S. Dilsheimer
Title:. Mem6er
Address:
401 CityAve. )Smile 710
Bala Cynwyd, PA 19004
Name: Brian D. Dilshetmer
Title: 9wem6er
Address:
401 City Ave.1Swite 710
Bala Cynwyd, PA 19004
Name: James A Dihhehner
Title: Member
Address:
401 City Ave. ISkifte 710
Bala Cynwyd, PA 19004
Name: Robert A. Dilsheimer Name: A North Carolina No. 1, Inc. Name: Dilsheimer Communities of North
Title: Xem6er Title: Member Carolina: L.L.C.
Address: Address: Title: Manager
401 City Avenue, Suite 710 2S28Independence Blvd., Suite 104 Address:
Bala Cynwyd, PA 19004 Wilmington, NC 28412 2528Independence Blvd., Suite 104
'
NG 28412
CER ATION Of ANNUAL REPORT MUST BE COMPLETED BY
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Brian Dilsheimer
TYPE OR PRINT NAME
ALL LIMITED LIABILITY COMPANIES
20070315
DATE
Manage:
TYPE OR PRINT TM F
ANNUAL REPORT FEE: E-Paid Swrelery of Stem • Carporetiom Division • Post Office Box 29525 • Raleigh, NC 27626-0525

State of NQr& Caroliva:
Department of TQwironment and Natural Rwources
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