SW8031026_HISTORICAL FILE_20150901

i
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Q3 f�a6
DOC TYPE
❑ CURRENT PERMIT
I
❑ APPROVED PLANS
I
WT HISTORICAL FILE
I
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
9101S 0q I
YYYYM M DD

®"A
CDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 1, 2015
Mason H. Anderson, President
Caw Caw Land Corporation
380 Brunswick Drive
Calabash, NC 28467
Subject: Stormwater Permit No. SW8 031026 Modification
The Hamptons Phases I and it
High Density Subdivision Project
Brunswick County
Dear Mr. Anderson:
Donald van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this modified permit now references DEMLR as the Division responsible for
issuance of the permit.
The Wilmington Regional Office -received a modified Stormwater Management Permit Application for
The Hamptons Phases I and 11 on April 1, 2015 with final information received on August 31, 2015.
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 modified
Permit No. SW8 031026 dated September 1, 2015, for the construction of the built -upon areas and
BMP's associated with the project.
The modifications covered by this permit include:
1, The construction of 45,690 sf for the Amenity Center. The Amenity Center is allocated 74,000 sf
of BUA. The remaining BUA for future development within the Amenity Center is 28,310 sf.
2. The addition of a total of 14 new lots to the permit, 1171-1184. The permit now covers 492
single family lots.
3. The renumbering of lots due to duplicate and incorrect numbering.
4. BUA allocations for future development within the multi -family areas and the Amenity Center
have been specified.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010.
The law extended the effective period of any stormwater permit that was set to expire during this time
frame to three (3) years from its current expiration date. On.August 2, 2010, the Governor signed
Session Law 2010-177, which granted an extra year for a total of four (4) years extension.
Accordingly, this permit shall now be effective from the date of issuance until February 13, 2022, which
includes all available extensions, 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.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] • Internet: http://portal.ncdenr.org/web/I

State Stormwater Management Systems
Permit No. SW8 031026Mod
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes. Per NCGS 143-215(e) the petition must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details. of the filing process at 6714
Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information, please contact Linda Lewis in the
Wilmington Regional Office of the Division of Energy, Mineral and Land Resources at (910) 796-
7215.
Sincerely,
�n Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:IWQ\Shared0ormwatehPermits & ProjectsQ0031031026 HM2015 09 permit 031026
cc: Joseph Bland, P.E., Norris & Tunstall
Brunswick County Inspections'
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 031026Mod
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Caw Caw Land Corporation
The Namptons Phases I and 11
SR 1305 N of Brunswick Plantation, Calabash, Brunswick County
FOR THE
construction, operation and maintenance of eight (8) wet detention ponds 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 Energy, Mineral and Land Resources
and considered a part of this permit.
This permit shall be effective from the date of issuance until February 13, 2022 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 Section 1.6 of this permit. The eight (8) approved wet detention ponds have
been approved to treat a maximum amount of built -upon area as indicated in the chart
below:
Pond 1
503,172
Pond 2
202,395
Pond 3
943,614
Pond 4
1,477,090
Pond 5
77,646
Pond 6
1,021,429
Pond 7
165,863
Pond 8
345,794
3. The subdivision is permitted for 492 lots, each limited to a maximum amount of built -
upon area (BUA) as follows: (129) Lots 441-569 are limited to a maximum of 7,500
square feet each; (362) Lots 822-1184 are limited to a maximum of 5,000 square feet
each.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 031026Mod
5. The runoff from all built -upon areas within the permitted drainage areas of this project
must be directed into the appropriate permitted stormwater control system.
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
Pond #
Units
1
2
3
4
5
6
7
8
a. Drainage area
acres
38.5
16.93
40.4
92.6
5.5
72.3
12.2
21.8
Onsite:
Ft
1,675,222
737,283
1,759,223
3,793,079
239,489
3,149,401
528,135
949,434
Offsite:
Ft2
0
0
0
236,967
0
0
0-
0
b. BUA:
Ft
503,172
202,395
943,614
1,477,090
77,646
1,021,429
165,863
345,794
Q Lots
Ft
360,000
150,000
149,000
852,000
44,000
829,500
128,000
270,000
Streets
Ft
104,805
48,901
48,391
240,935
' 33,646
159,229
30,784
61,302
Parking
Ft
0
0
0
0
0
0
0
0
Sidewalks
Ft
11,134
2,794
11,622
51,360
0
32,700
7,079
14,492
Future Multifamily
Ft
0
0
0
119,185
0
0
0
0
Future Multifamily B
Ft
27,233
0
734,601
0
0
0
0
0
Amenity
Ft
0
0
0
74,000
0
0
0
0
Undesignated Future
Ft
0
no
0
0
0
0
0
0
Offsite (existing)
Ft
0
0
0
139,610
0
0
0
0
C. Pond Design Depth:
Feet
5
5
6
6
5
6
5
6
d. TSS:
%
90
90
90
90
90
90
90
90
e. Design Storm
inches
1.0
1.0
1.0
1.0
1.0
1.0
1.0
LO
f. Permanent Pool
Fmsl
34.0
35.5
26.0
27.0
33.0
27.5
25.5
26.5
g. Permanent Pool
Ft
154,255
74,713
155,420
764,382�
14,716
727,681
85,680
146,389
Surface Area:
h. Storage Volume
Ft
159,343
37,808
78,520
783,696
15,158
219,638
44,564
74,184
i. Temporary Pool
fmsl
35.0
36.0
26.5
28.0
34.0
27.8
26.0
27.0
j. Controlling Orifice
inches
3" 0
3" 0
2@4" 0
6" 0
1.5" 0
4@3" 4
2.5" 0
3" 0
(2-5 day drawdown)
k. Permanent Pool
Volume
Ft
782,941
299,277
779,324
3,773,735
45,123
3,724,459
366,018
692,285
I. Forebay Volume
Ft
270,584
72,648
206,489
2,373,198
10,087
2,434,050
106,022
201,201
m. Max Fountain
HP
2 HP
% HP
2 HP
3 HP
1/8 HP
3 HP
1 HP
2 HP
Horsepower:
n, Receiving Stream
Caw Caw Swamp
o. River Basin
LBR57
p. Stream Index No.
15-23
q. Stream Classification
C; Sw
01 Where the drainage area lines split a lot into 2 or more sections, the lot BUA totals shown above reflect that split.
The permittee must assure that these lot BUA splits are maintained as provided in the Lot BUA Inventory for each
pond, which is incorporated as an enforceable part of this permit.
II. SCHEDULE OF COMPLIANCE
1. The facilities must be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
2. The permittee shall monitor the project on a routine basis to ensure that the built -upon
area for the subdivision and for each lot does not exceed the maximum allowed by this
permit. The permittee shall notify any lot owners who are not in compliance with the
permitted maximum BUA limit in writing and shall require timely resolution and follow-up.
3. The permittee shall review all proposed lot plans for compliance with the permitted per
lot BUA limit. Any approvals given by the permittee do not relieve the permittee or the
homeowner of the responsibility to maintain compliance with the permitted BUA limit.
The maximum permitted per lot built -upon area may not be revised without prior
approval from the Division.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 031026Mod
4. 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.
5. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
6. The permittee. shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision or sale of all or part of the project area shown on the
approved plans.
d. Acquisition of adjacent or additional property or future phases under a common
development plan.
e. Changes to the grading of the site, adding pipe where none was approved, filling
in or altering any drainage conveyance shown on the approved plan.
f. Construction of any future development phases shown on the approved plans.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection and treatment systems must be located in either public rights —
of —way, dedicated common areas or recorded drainage easements. The final plats for
the project will be recorded showing all such required rights -of -way, common areas and
easements, in accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. 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.
11. 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.
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Agreement must be followed in its
entirety and maintenance must occur at the scheduled intervals.
14. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
15. The permittee shall maintain unencumbered access to all components of the approved
stormwater system at all times.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 031026Mod
16. Prior to the sale of any lot,'the following deed restriction statements must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 031026 Modification, as issued
by the Division of Energy, Mineral and Land Resources 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.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built -upon area allowed per lot is as follows:
7500 ft 5000 ft
Lots 441-569 Lots 822-1184
This allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Lots within 401 or CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to 401 or 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.
17. 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.
18. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2 foot below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline. -
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in any one of these ponds is
listed in Design Standard 1.6(m) of this permit.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the stormwater rules is subject to enforcement action as set forth
in North Carolina General Statute 143, Article 21.
2. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective actions, including those actions as may be required by this
Division, such as the construction of additional or replacement stormwater management
systems.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 031026Mod
3. This permit is not transferable to any person or entity except after notice to and approval
by the Director. The permittee shall submit a completed and signed Name/Ownership
Change Form, accompanied by the supporting documentation as listed on the form, to
the Division of Energy, Mineral and Land Resources at least 60 days prior to any one or
more of the following events:
a. An ownership change including the sale or conveyance of the project area in whole
or in part, except in the case of an individual lot sale that is made subject to the
recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
4. The permittee is responsible for compliance with all of the terms, conditions and
limitations of this permit until such time as the Director approves the transfer request.
5. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
6. 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.
7. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
8. Permittee grants permission to staff of DENR to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
9. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
10. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit, accompanied by the required documents and application
fee.
Permit modified, updated and reissued this the 1s' day of September 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy E. D is, Director
Division of ergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7of9

State Stormwater Management Systems
Permit No. SW8 031026Mod
The Hamptons Phases I and II
Stormwater Permit No. SW8 031026 Modification
Brunswick County
Designer's Certification
Page 1 of 2
1, , 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 is a part of this Certification.
Noted- deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
0
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 031026Mod -
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-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 9 of 9

DEMLR USE ONLY
Date Receive
Fee Pai Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina Af-r 146a 7
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Hamptons Phases I and II
2. Location of Project (street address):
North of existing Brunswick Plantation on SR 1305 (#5 School House Road)
City:Calabash County; Brunswick Zip:28467
3. Directions to project (from nearest major intersection):
From NC 904 and US 1.7 go soth approx. 2 miles. Turn right on SR 1304 then approx 1 mile turn left on
SR 1305. Project is on the right approx _314 mile.
4. Latitude:330 57 15" N Longitude:78° 34' 00" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-702 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 031026 MOD , its issue date (if known)02-13-08 , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 15 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Erosion Control Project ID: BRUNS-2015-014
5. Is the project located within 5 miles of a public airport? ®No ❑Y
If yes, see S.L. 2072-200, Part Vl: http://.portal.ncdenr.org/web/Ir/rules-and-replatior APR 0 12015
BY:
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

t III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project}:
Applicant/Organization: Caw Caw Land Corporation
Signing Official & Title:Mason H. Anderson President
b.Contact information for person listed in item I above:
Street Address:380 Brunswick Drive
City:Calabash State:NC Zip:28467
Mailing Address (if applicable):
City:
State: Zip:
Phone: (910 ) .845-7047 Fax: (910 ) 845-7030
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the Iease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone:
Email:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction su per -visor or other
person who can answer questions about the project:
Other Contact Person/Organization: Norris & Tunstall Consulting Engineers, P.C.
Signing Official & Title: ose h K. Bland P.E.
b.Contact information for person Iisted in item 3a above:
Mailing Address:902 Market Street
City:Wiimington _ State:NC Zip:28401
Phone: (910 ) 287-5900 _
[e-mail]
4. Local jurisdiction for building permits:
Fax: (910 ] 287-5902
y-FEW)
Point of Contact:Reggie Hucks, Director T Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
BY.,

I , IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet Detention Basins
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area:_268,57/342 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:268.58/342_ acres
+ Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh Water (NIM line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MA line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 30.4 %
9. How many drainage areas does the project have?8 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area
Drainage Area
Drainage Area
Drainage Area _
Receiving Stream Name
Stream Class *
Stream Index Number
Total Drainage Area (so
On -site Drainage Area (sf)
Off -site Drainage Area (so
Proposed Impervious Area** s
% Impervious Area** total
Impervious- Surface Area
Drainage Area _
Drainage Area _
Drainage Area-.—
Drainage Area
On -site Buildings/ Lots (so
On -site Streets (so
On -site Parking (so
0= P1
On -site Sidewalks (sf)
` - Ea W L_
Other on -site (sf)
Future (sf)
Off -site (so
BY;
Existing BUA*** A
Total (so:
* Stream Class and Index Number can be determined at: http,//portal.ncdenr.orytyeb&V&s/csu/classi catiotis
*" Imppervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of

Permit No.1 7031101?GP
(to be provided by DWQ)
Project Name: The Hamptons (N&T 14027)
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Draina e Area 4
Receiving Stream Name
Cawcaw Swamp
Cawcaw Swamp
Cawcaw Swarne
Cawcaw Swam
Stream Class*
QSW
QSw
QSw
QSw
Stream Index Number*
15-23
15-23
15-23
15-23
Total Drainage Area (so
1,675,222
737,283
1,759,223
4,030,046
On -site Drainage Area (so
1,675,222
737,283
1,759,223
3,793,079
Off -site Drainage Area LSO
0 1
0
0
236,967
Proposed Impervious Area** (so
1 503,172
202,395
943,614
1,477,090
Impervious Area** total
30%
1 27.45%
53.6% 1
36.65%
Im ervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings / Lots s
360,000
150,000
149,000
852,000
On -site Streets (so
104,805
48,901
48,391
240,935
On -site Parkin s
. 0
0
0
0
On -site Sidewalks (so
11,134
2794
11,622
51,360
Other on -sites Amenity Total)
0
0
0
74,000
Future (so
27,233
700
734,601
119,185
Off -site (so
0
0
0
0
Existing BUA*** (so
0
0
0
139,610
Totals :
503,172
202,395
943,614
1,477,090
* Stream Class and Index Number can be determined at: http://portal.ncdenr.orp-/web/Wq/ps/csu/classificatio'ns
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA
that is to be removed and which will be replaced by new BUA.
Multi -Family Tract "A"
Total future BUA to Pond #4 = 119,185 SF / 2.81AC
Multi -Family Tract "B"
Total future BUA to Pond #1 = 27,233 SF / 0.67 AC
Total future BUA to Pond #3 = 734,601 SF / 16.86 AC
Ameni , Area
Total future BUA to Pond #4 = 28,310 SF / 0.65 AC
*** Existing Offsite BUA reported to Pond #4 in previous permit modification dated 02-13-
2008 from Basin "E"
Basin "E" BUA to Pond #4=139,610 SF / 3.21 AC
Form SWU-101 Version Oct. 31, 2013
Additional Drainage Areas
Page 3a of 6
ECEIVE
.AUG 0 4 2015
BY:

10 Permit No. —% a C/3102 6
(to be provided by DWQ)
Project Name: The Ham tons (N&T 14027)
Basin Information
Drainage Area 5
Drainage Area 6
Drainage Area 7
Drainage Area 8
Receiving Stream Name
Cawcaw swamp
Cawcaw swam
Cawcaw swamp
Cawcaw swam
Stream Class*
C;Sw
C;Sw
C;Sw
C;Sw
Stream Index Number*
15-23
15-23
15-23
15-23
Total Drainage Area sf
239,489
3,149,401
528,135
949,434
On -site Drainage Areas
239,489
3,149,401
528,135
949,434
Of -site Drainage Areas
0
0
0
0
Proposed Impervious Area* s
77,646
1,021,4—M
165,862
345,794
%„ Impervious Area** total
32.4%,
32ATo
31.4
36.4%
Im ervious** Surface Area
Drainage Area 5
Drainage Area 6
Drainage Area 7
Drainage Area 8
On -site Buildin s Lots (sf)
44,000
829,500
128,000
270,000
On -site Streets s
33,646
159,229
30,784
61,302
On -site Parkin s
0
0
0
0
On -site Sidewalks s
0
32,700
7,079
14,492
Other on -sites
0
0
0
0
Future sf
0
0
0
0
Off -site (s
0
0
0
0
Existing BUA*** sf
0
0
0
0
Total sf):
77,646
1,021,4
165,86
345,794
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA
that is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013
Additional Drainage Areas
ECEIVE
JUN 0 6 2015
BY:
Pace 3a of 6

11. How was the off -site impervious area Iisted above determined? Provide documentation.
Previously permitted offsite areas
Projects in Union County: Contact DEMLR Central Office staffto check iffhe project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 028.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httn://Dortal.ncdenr.ore/web/wo/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://Rortal.ncdenr.orgZweb/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttp://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hqp://portal.ncdenr.org/weblwq/ws/sulstateswZforms_docs.
Inals
1. Original and one copy of the Stormwater Management Permit Application Form. �5
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants r
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&Mlk`__
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h www.envhel .or&Z l2a&es/onesLqpexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ manage mentfo r
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). �Ar
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
PR 2015 €�
1. Details of roads, drainage features, collection systems, and stormwater control me r
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated
qualified person. Provide documentation of qualifications and identify the person
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �{ IA -
elevations in addition to depths) as well as a map of the boring Iocations with the existing
elevations and boring Iogs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2120 Page No:1228
11. For corporations and limited Iiability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, Iot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from htti2://12ortal.ncdenr.org/web/Ir/state-stormwater-
forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:,joseyh K. Bland, P.E.
Consulting Firm: Norris & Tunstall Consulting Engineers,-P.C.
Mailing Address:902 Market Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 287-5900 Fax: [phone]
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system. E I RAT �. i
APR 0 12015
BY:
Form S WU-101 Version Oct. 31, 2013 Page 5 of 6

As the Iegal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Mason H. Anderson, President
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicablerstorinwater rules under 15�L NCAC 2H .1000 and any other applicable state stormwater requirements,
Signature Date:
�ti a Notary Public for the_`State of4&big County of
<<-9.fkauc•, r,k do hereby certify that �0.Sa'11 1 T-de� spn personally appeared
before me this lay of N 14,f -K 201,57 and acknowledge the due ex 'on of the application for
a stormwater permit. Witness my hand and official seal,
hobo160jj04
,,�N1✓Y Hpy
,���
Agh.
oo , A
Z V® L 1G ci
,�'• Ck CUzo".,��
e1808#611110,6
%
SEAL
My commission expires rn be.- 3 , -?-0 17
V.o W
APR 0 1 2015
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

r
0

r
,r,
Permit No.
(W ba pravrded by DWG .
Slate of North Carolina
Department of Envira=eat and Natural Resources
Division of Water Quahty
STOnfWATERIVANAMYIENT FERN T APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
rhmfammayhe xpwdfbr uw as an arigmd
DWQ Stmmwater Mim ement ihan Review:
A con4)lete stomwata management plan submittal inclrrdan appik2don form, a wet detention basin
supplement for each basin, dmign calculations, and plans and specific ions ahowing all basin and outL-t
s=cn= details.
L PROJECT MMRMATION
Pzo j=t Name: w Pkc,-ki o h AAdL6&ft Eh e=
Contact Person: _ -:Sir � M ct arnb - -- Phone Number. �]-
Far projects with multipk basins, specify which basin this wadmb=t applies to;
elevations
Basin Bottom Sc ration 2.9. Q ft.
Permanent Pool Elevation 34.0 - ft.
Temporary Pool Elevation ft.
(floor of the basin)
(elevation of the or4ke)
(elevation of the disr.%ge strw tyre overflow)
arras
Permanent Pool Sum A= i 54� 255 sq. ft. (water sus fact area at site ori, face elevation)
Drainage. Area G 2.77l ac- (on -site and qffi-7 sire drainage to the basin)
Impervious Area 2.7. Q 9 ac. (on -sire and off -site drainage to the basin)
volumes
Pcm=nent Pool Volume �Sz0� can ft (combined vo4ow of main basin and forebary)
Temporary Pont Vole 15 , 3 43 cca. ft (voume detained above the permanent pool)
Fb=bay Volume 30"7 of 9D8 cox. ft (appraxvnarely 20% of total volume)
Other pm•amesers
SAMALI
Diameter cf Crifw
Design Rainul
Desip TSS Rmnval 2.
3.024
2@ 4.0 in.
1
D
(surface area to drainage area ratio from DWQ table)
(? to S day temporary pool draw -down required)
(minis &q% required)
Farm SWU f02 R--r 3,99
Aga 1 d 4

I
Footnotes:
l When using the Division SAIDA tables, the coned SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and pemranent pool depth. I incar interpolation. should he employed to determine the correct vaine for non-
standard table entries.
2 In the 20 coastal counties, the zequuement for a vegetative filter maybe waived if the wet drt=tiou basin is designed to provide
90% TSS removaL The NCDENR BW manual provides design tables far both 85% nS removal and 90% TSS removaL
M REQMED ITENLS CHECELIsST
ne following checklist outlines design requireuxents per the Stmmwater Best Management Practices,Manuai
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space • provided -to indicate the fbHowing design requirements have been met and supporting
documentation is attached, If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. X a regairement has not been met, attach justification.
is
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The foaebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or simi l device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right -
of way.
1. If the basin is used for sediment and.erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
�i m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAEVMNANCE AGREEMENT
The wet detention basin system: is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does ���ctot incorporate a vegetated filter at the outlet
This system (check one) 0 does not incorporate pretreatment other than a forebay..
Farm SW-3o2 Rev 3.99 Page 2 of 4

I
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition-
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs widlin
2 to 5'days as designed.
2. Repair eroded- auras immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed..
3. Inspect and repair the collection system (i.e. catch basins, piping, swaies, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (Le.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated -sediments. p
, ij;,e�y,4
When the permanent pool depth reads 3 75 feet in the .main pond, the sediment shall be removed.
When the permanent pool depth reads775 feet in the ft?rebay, the sediment shall be removed_
�81C'0,E
Sediment R vat El. 30. G Z5
Bottom El
scion 29 s
--
FOREBAY B, G OiE
BASIN DIAGRAM
09 in tine Mardi)
Permanent
Pons Elevation -1`
Sediment Removal Elevation ZS
Bottom Elevation Z9
MAM POND; F61 bayo
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall bt encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. AR companents of the suet d&=twn basin system sbali be mafi=ined in good waging order_
I acknowledge and ag= by my signan= below that I am responsible for the ptdatmanse of floe seven
w==m= prac.-dunes Usted above. i ag= to notdy DWQ of anypmblems with ffic system at: p=to any
c3 omm to the system or psi c='ble party.
Print nn
Tc: Secs
.ems•
Note: The lq*ly =pmsillc party sbnaW not be a homeown= assadation unieaa mare titan .50% of the lots have been said and a
zrsidmr of the subdivision has b= muted tha pcsident.
a Notary Public fcr ttbe State of
Cotmty of,Yt.kGIL do hereby =tify that '- -- Zijunrvu l- -`Kie Lam�o
persom ly appeared bef= the this I� _ day of 5so&- _ 6-c r✓ Lcoli and w3mowledge d= due
eexec r;nn of the forgoing wet detention basin maintena= zegtti ==ts. Witness my band and official seal,
, O TA
r
!� COtil�rty
My commission expires U - j5- aoO9
-c,...,._ R"IYYT7.1fY7 D— 1 On U..— ,! 'a d

Pmmit Na
(m lie pra4ded by Dwo .
She of North C-araf'ma
Department of Pamrnnment and Natmral Resammres
Dmim m of Water Quality
STORMWATER 1dANAGEAENT PERiIdrT APPLICATION FORM
WET DETENTION BASIN SUPPLFACR T
Tlw farm may be phatecoprd far vie as an argm d
DTQ SMmwaterMarmeemaxt P1= RBview:
A complete Mrcawates management plan submidal indudes an application-fxmn,, a wet dct=fica basin
supplement for each basin, design caLaladaa.-4 and plains - and sew showing all basin and outL-t
gm des.
L PROJECT INFORMAIION
Project Name: w,�k Q ankc�}ca►�_- _1�1arfh AadLitnA- _Phoser�Z
Cncitaci P=CM: �] trr. M V M c la rn{o PI A3= Number ( 9.it) ) ? �_?r � 12 m . -
For projects with multipk basins, specify wiuci bask tE is workabeet applies to: Z
elevatinor
Basin Bottom 2evation
30. 5 ft_
Permanent Pool Elevation
25 . S f,
Tempoxary Pool Elevation
3(0-0 ft.
areas
Pezmazsnzt Pool Suxface Ama.. sq. ft,
Drainage.Area
9. 3604 _ ac.
impervious Area
4 C311 ac
voLumes
Pezmanent Pool Volume
Z9 277 aL €t
Temporary Pawl Volume
_ 37,808 cu. I
Fambay Vole
2 2 &4 B cu fl
Other pmrtmelers
SAMAI
Diameter of Orifice
Design Rainfall
Design 'IRS Rrmaval a
Farm swu-= FCv 3.99
(floor of the hasin)
(elevation of die onfxe)
(elevation of the discharge structure overflow)
(water swfw-e areas at the orifice elevation)
(on -site and off -sac drainage to the bases)
(on -sire and aff site drainage to the basis)
(combined voume of main basin and forehay)
(voham deuune above the permanent pool)
(apPr ely 20% of wtal volume)
3.472-7 (swface area to dra=ge area ratio from DWQ whie)
Z @ Z. �5- in. (i to 5 day temporary pool draw -dawn regtcirg
( in.
qD �, (rrdrttii = &Sob required)
Page 1 d 4

Footnotes:
1 When using the Division SA/DA tablcs., the cornet SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and p=naneut pool depMI.inear interpolation should be employed to determine the correct value for non-
standard table entries.
1n the 20 cuastal counties, the requirement fur a vegetative filter may be waived if the wet dcomdan basin is designed to pmvide
90% TSS removal. The NCDOM BW manual provides design tables for both 85% TSS removal and 90% TSS removaL
IL REQUIRED PTEW CBECEUST
The following checklist outlines design requirements per the Stormwater Best Management PracticesManual
(N.C. Department of Environment, Health and Natural Resources, Febiruary 1999) and Administrative Code
Section: 15 A NCAC 2H .1008:
Initial in the space provided -to indicate the following design requirements have been met and supporting
docunnentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a regmrement has not been met, attach justffication.
Is
a. The permanent pool depth is between 3 and 6 feet (=quired minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event:.
d. The temporary pool draws down in 2 to 5 days. -
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 11.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided far both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and.erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
r, ten. A mechanism is specified which will drain the basin for maintenance or an emergency,
III. WET DETENTION BASIN OPERATION AND MAEWENANCE AGREL+'14fENT
Mw wet: detention basin system is defined as- the wet detention basin, pretreatment including fombays and the
vegetated filter if one is provided.
This system (check one) 0 does eso not Incorporate a vegetated filter at the outlet
This system (check one) 0 does woes mot incorporate pretreatment other than a forebay..
Form SW-102 Rev 3.99 gage 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment amumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded- areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed..
3. inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (Le.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated -sediments.
When the permanent pool depth reads 3- 75 feet in the main pond, the sediment shall be removed.
Wben the permanent pool depth reads -WIS feet in the forebay, the sediment shall be removed.
Sediment R vai M. 3 "75
Bottum S1c anon 30.5
FOREBAY
IIASIN DUGRAM
(Ill in the blanks)
Permanent Pool t?levadon 35.5
Sediment Removal Elevation 3t'�
BOttnmElevadon 3U5
MAIN POND
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. 'These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. 7f the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum e=nt practical.
Form SWOT-102 Rev 399 Page 3 of 4

7. A2 coznpoo=ms of the wet dc=aon basin system.shall be maintained in good waging mdz.
T acknowledge and agree by my sib below that I am =slaamdWe fnr the pedamm= of the seven
mafi&x = prat, -dates listed abovrc. I age to notify DWQ of any problems Wdh t}ie system or p= to my
Chang= to t# z system or zrspatls111c party.
F�int name• m
Tom•
.Adds• pO . -&x $9G�9 - -- -
Note: The legally res} ua dbk party should not be a hm=wm= mmcL dots unless maze than 50% of tfse ions have berg said and a
resident of the subdivisicstt has to= named the pn=dent.
I, T iYKIr± j - 4ows4m , a Notary Pnhlic—crrfthe State of
Cannty of do h=by certify that - I�mrvW
personally appeared before = this day of 'S o� `---, �I , and w-knowledgz the due
execution of the forgoing wet detention basin sauce ruts. Wiimeas my ]nand and official seal,
NO
@�®TAR�-
U
Iv'y commission
E..-... .117ET tr" D— 1 an U..— .E .,Ft

P=3ft pia.
itn ba pravr&d by DWO -
State of Naath cam im
Department of Envi mmmeat and NatmmI Resources.
Division of Water Quality
STORMWATERNLANACEM ENT PERMrT AFPUCATION FORM
WET DETENTION BASIN SUFFLEMMNT
This form mq be phvbcaFir! for use w an °'r and
DWO Sto water Mf mw :men# Plan, Review:
A =nTlete shmmwater in' Eynon
yno nplan submiiral iucluden an application -form, a wet debmtjon lam
em supplent for each basin, design cakandacta, and plans and spccificatima showing all basin and Outlet
smemm detaz7s.
L PROJECT INFORMAMN
PsojectName: _L,?G n w��k PiWn c,-klon -- Nar+h Ltd c6an_ _Phase Z_ _
ContadPcrson: 3tr.. T. fficlAmAjo Phanc Nukba- (Sin) 220- Col,
For pmjeds with muitiple basins, specify which basin tins worksheet applies to: 3
elevad'ans
Basin Bottom Elevation Z 0.0 fl.
Permanent Pool Elevation Z(o.O ft.
Temporary Pool Elevation 2G.5 ft.
areas
P==nc=Pool Sunk Area i 55•4 ZO sq. ft.
Drainage.Axea
Z'7,'7Z2 ac.
Impervious A=
1 r.1.5 C, ac.
voiumet
Peumnmt Pool Volume
79 324 ca. ft
Temporary Pawl Volume
`7 52.0 = ft.
F=bay Volume
20G 9 cu. ft.
Other piq-wwrers
SAIDAI
Design BainfaIi
Design TSS Rssnaval
(flour of the basin)
(elevation of the or cz)
(elevation of the discharge slruesure overflow)
(wrier surfiw_t arrtt at rice or#ke elevation)
(on-3ite and qf` site drainage to the basis)
(on -site and of site drainage to the basin)
(combined volume of main hasvc and forebay)
(volume de&dned above the permanent pool)
(appraxbnarely 20% of total voiwne)
(surface area: to drainage area radafrom DWQ table)
2 @ `� •O la. (2 to S day temporary paol draw -dawn requirai)
1 in.
0 96 (m&num &Sib required)
Fa= SWU-102 2,ev 3.99
Page 1 d 4

Footnotes:
When using the Division SAIDA tables, the cornet SAIDA ratio for permanent pool sizing should be cmmmftd based upm the
actual impervious % and pem=cnt pool depth, Linear interpolation should be employed to dc=mine the car= value for non_
standard table eanim
% the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to pmvide
90% TSS r=ovai. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal_
M REQUEM iTEN!<S CHECS.EIST
The following checklist outlines design requirements per the Stormwater Best Management Practices,Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NC -AC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has 'designated an agent in the Sto mwater Management permit
Application Form, the agent may initial below. If a requirement has not been rust, attach justification.
Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to S days.
=/V e. required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flaw
calculations)
f. Tire basin length to width ratio is greater than 3:1.
g,. The basin side slopes above the permanent pool are no steeper than 3;1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash .rack or similar device is provided far both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and.erosion control during construction, clean out of the
C �OMT,fS basin is specified prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency,
III. WET DETEI%MON BASIN OPERATION AND MAINTENANCE AGRFMWENT
The wet detention basin system is defined as the wet detention basin, pretreatment .including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does �"o eat
This system (check one) 0 does does not
ineorporate a vegetated filter at the autlet
mcorparate pretreatment other than a farebay..
Form SWU-lot Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition-
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded- areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper fiutctioning.
4_ Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original, design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (ie.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accurnulated.sediments.
When the permanent pool depth reads i s feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads A.5--- feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(ftll in the blanks)
Permanent Pool Elevation 2UP.0
s,, i vat n. 21-6 1 �s .
sediment Removal Elevation 21.5 75%
Battnm IIc anon ZO.O --�- %a - - --------_� __. - _------- ___
FORMAN
Bottom Elevation ZO.O. Z5%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be min�ed to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. Ali emnpaneuts of the wet detmdon basin system shall he makoiaed in good waridag a r d=,
I acknowledge and agree by m upanm below that I am zespansiNe for the perfurma= of the sevm
main=ancz proc.-dntes listed above. I agr= to nothy DWQ ar any emblems with the spsteat or prior to any
changes to the system or mspomfl)le party.
Punt =ne• _:ienMV M r- kmb_ - • — - - — _..
Title- Seer-e!�
Address: P.O. iLOK��
Note: The legaiiy rspansfie party shaWd not he a hco=mm= assar.?=n uaiesa == than 50% of the Iota have been said and a
ze3idem of the snhdiws m has b= Pamted the prident.
I, a Notary Public for the State of �,+t, c�rdltuw
county of do h=by certify that C1i
personally appeared before me tins I day of Aw� , and wJmowiedgc the due
execution of the forgoing wet detention basin maintenauca its. Witness my hand and official seal,
My cnmmisd m expires •.. iLi 5 - a.
r, _ 1nrrT son 0-1 an

Pew# Na.
(to beprowi«lbyDwoi.
Sate of North Czrohna
Department of Pnvhm=enf and Nil Resources
Division of Water Quaiiq
STORUWATERyIANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN 5
77=fmmmqbephatucapmdfur use asorarigmat
Dn Stmmwatcr Management Plan Review:
A complete staimwater management plan submittal includes an agplieaticM AIM, a Net dctmdm basin
sapplement for each basin, design calculadons, and plana' aand sgccificatinns showing a l basin and'oudet
strac=c details.
L PROJECT INFORMATION
Project Name: Bra wmk Pionkc,lnon_- 1�1�r`t _�ci -4�n — {}h04 Z.
Contauet Pawn: Phone Number: (Bic) 2V-- 66 P,$ ,._
Fer projects with multiple, basins, specify wbidx basin this wodub ct applies to: 4
elevations
Basin Bottom Elevation 2 ft_ (floor of the basin)
Pew Pad Elevation Z7.O ft. (elevation of the orifice))
Temporary Pool Elevation Zg.Q ft. (elevation of the discharge strucrure overflow)
areas
Pcrazaneat Pawl Sur Face A ma 3?7, g01 sq. ft.. (water su; jb a area ar the orifice elevation)
Draanagc.Area !D8 ac. (on -site and of` -.site drainage to zhe basin)
Impervious Area q. ip 13 ac, (on -.sire and aff- site &ainage to the basin)
�— S1.54 Ac. ; s F�,+u,-e,/0 Firs= rZ
volvnes
Fmmanent Pocl Volume
Temporary Pool Vaiume
Forebay Volume
Other parumerers
SA1DAI
Diameter of Orifl=
Design Rawaff
Design TSS Remaval ?
P'= 5WU-= Rav 3.99
Z. 5 BZ, 5 cu.. ft. ' (combined volume of matte basin and forebay)
388 738 -_ cu. fL (vohow detained above the permanent pool)
9 S toos cu_ ft (apprazima#ely 20% of total volume)
1 Cn R (surface area to drainage area ratio from DWQ table)
3 @ Co. O in. (2 to S day rmnporary pool draw -dawn required)
% (minimum: &S% required)
Page Id 4

Footnotes:
Whca using the Division SAIDA tables, the cm= SAMA ratio for p=imeat. pool sizing should be cxa np=d based apm dm'
actual impervious % and permanent pool deptb. Isncar ma:x1miadon should he employed to dene are the correct valve or wn-
sumdatd table entd=.
1n the 20 coastal cotmtics, dw n%pitement for a vegcMdve X.M r may be waived if the wet detcation basin is dcsigued to gravid,
90% T'S5 r=ovaL Ile NCDENR HW manual provides design tMbles for boot 85% M removal and 90% 'TSS removaL
'I"ne following cheddist outlines design requirements per the Stormwater Best Management, Practices 1manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and AdminLqrative Code
Section: 15 A NCAC 2H . I008:
Initial in the space provided -to indicate the following design, requirements have been met and supporting
documentation is attached. If the applicant has .designated an agent in the Stmanwater Managmuent Permit
Application Form, the agent may initial below. IF a requirement has not been :net, attach jusdkafion.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately egvai to 20% of the basin volume.
The temporary Pool controls runoff from the design Aorm event.
The temporary pool draws down in 2 to 5 days. .
If required, a 30-foot vegetative filter is provided at rile outlet (include non-erosivc flow
calcwadons)
f. The basin length to width ratio is greater than 3:1.
g_ The basin side slopes above the permanent pool are no sleeper than 3.1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified_
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest xdght-
of way.
i. If the basin is used for sediment and,erosion control during construction, clean out of the
PbR7�ft�€ basin is specified prior to use as a wet detention basin.
prutPlsl m. A mechanism is specified which wd1 drain the basin for maintenance or an emergency.
IIL WET DETEINMON BASIN OPERATION AND MAl~N'TENANCE AGRU EW
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 dues
This system (cheek one) 0 goes
all aot incorporate a vegetated filterat the outlet.
O7" not incorporate pretreatment other than a forebay.
Form S VU-102 Rev 3.99
Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant ninoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment ac c=mkition, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of flaw temporary pool occurs within
2 to 5 ,days as designed.
2. Repair eroded, areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed..
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) guartady to maintains
proper functioning.
4_ Remove accumulated: sediment from the wet detention basin system, semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed segment shallbe disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i_e_
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to deumnine the sediment elevation shall be such that it will give an uzurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads �� feet in the main pond., the sediment shall be removed.
When the permanent pool depth reads 4.5,3deet in the fbrebay, the sediment shall be removed.
Sediment F n�pval El.
BASIN DIAGRAM
ON in rlta bianlaj
Pcrman=tfoolElevation 27.0
Se&n=t Rcmoval Elevation ,V 75%
Battnnt ation���7�
Q Ro=m Elevation %
Zj 23 Z 3 FOREHAY MAIN POND
5. Remove cattails and other indigenous wetland punts when they cover 50% of the basin surface. These
plants snail be eucauraged to grow along the vegetated shelf and forebay berm_
6. If te basin ;Host be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the ma am extent practical.
Farm SW-102 Rev 3.99 Page? or 4

7. AR campcnents of the wet detention basin aysum.shall be mah=ined in good warming pier_
I acknowledge and ag= by my sign= below that I am responsNe for the peri`armaace of the seven
praceda= listed above. I agr= to nc&7 DWQ of my 7ablem9 with ffic system or prior to my
changes to the system or msp=mble party.
Title:--
Add=s:
Note: 'She IcpUy responsibic parry abouid not be a homeowam aasoolation unieia nWM thass 50 % of the Iota have been sold and a
=dc= of the mbdivisim bw boea flamed the p=d =
JL, a Notary Public for the State of '
County of ?�adl4tsS�C_lc_ do h=by =tify that
personiay appeared before me this � }� day of _�'?��w,bp-,- aaoand arimowledp the due
excc=n of the forgoing wet.detention basin maintenance requirements. Witness my hand and official seal,
My commission expires j n -1, 5 � Qg .... .
Farm 5'WU- t 02 Rev 3.99 ?age 4 ai 4

Pit No.
(to be provided byDWQj .
State of North Carolina
Deparbnent of Envun=nent and Natural Resources.
Division of Water Qnaiitp
STORNIWATER MANAC0vf ENT PST APPUCATION FORM
WET DETENTION BASIN SUPPLEMENT
Iris form may be phatncopied for use as an- anginal
DWQ Stazmwater Man ement Plan Re 'eov:
A cnrrrplete stortnwater management plan submittal includes an application form, a wet detention basin
supplement for each basin., design cakmiations, and plans, and specifications showing all basin and outlet
struck details.
L PROJECT INFORMATION -
ProjectNarne: Pignkc_'torn - 1Vn-r-fh Lku1a - ..Phase -
Coataci Person: �`S1 n..y M 0-;.ar xb _ _ Phone Number %-
For projects with multiple, basins, specify which basin this wndohect applies to: S
elevations
Basin Bottom Elevation 29.0 ft:
Permanent Pool Elevation 3.O ft.
Temporary Pool Elevation £t
areas
Permanent Pooi surface Area 147 I sq. ft.
Drainage. Area 2. 77 ac.
Impervious Area .08'7 ac.
volumes
P=3anent Pool Volume
Temporary Pool Volume
Fmebay Volume
Other papameters
SAMA;
Diameter of Orific:.
Design Rainfall
Design TSS Removal ?
Fams M_ 102 R V 3.99
45, 1 2 3 cu.. fr.
15 D cu. ft.
0 o87 =ft
(door of the basin)
(elevation of the orrfrce)
(elevation of the discharge strucstire overflow)
(water surface area at the ortfice elevation)
(on -site and aff- site drainage to the basin)
(on -.rite and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(appraxim rely 20% of total volume)
(swface area to drainage area radafrom DWQ table)
2, . O in. (? to 5 day temporary pool draw -dawn required)
1 in.
9D % (minim= 85% required)
Page 1 ai 4

Footnotes:
When using the Division SA/IMA tables, the correct SAIDA ratio for permanent pool sizing should be computed based apon the
actual impervious % and pcm=entpool depth Linear mwxpolarion should be employed to determine the comma value for non-
standard table entries.
In the 20 coastal counties, the rcgaimment fur a vegetative filter may be waived if the wet detention basin is designed to pmvide
90% TSS remi provides
oval. ' he NCDIIVIt Bhe manual des d=gu tables for both 85% TSS removal and 90% TSS r=ovai.
IL REQula ED rMfS CHEOU T
Tice following checklist outlines design requirements per the Stormwater Hest Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
initial in the space • provided to indicate the following design requirements have been met and aupporang
documentation is attached. If the applicant has designated an agent in the Stormwater Management P=Iit
Application Form, the agent may initial below. If a requirement has not been met, attach justifiiration.
is
a. T xe permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. ne temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. ff required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified_
�. A trash rack or similar device is provided for both the overflow and orifige.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. if the basin is used for sediment and.erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin-
M
. A mechanism is specified which will drain the basin for maintenance or an emergency.
11 WET DETENTION BASIN OPERATION AND MAOMNANCE AGRF MFNT
The wet detention basin system is defined as the wet detention basin, pretreatment .including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 8'; not incorporate a vegetated filter at the untiet.
This system (check one) 0 does b'does not incorporate pretreatment other dum a forehay.
Flan SW-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool accm within
2 to 5 -days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative coves, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed..
3. Inspect and repair the collection system (i.e. catch basins, piping, s-vales, riprap, etc.) quarterly to maintain
proper firactioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth, is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (ie.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated -sediments.
When the permanent pool depth reads 3 .r%S feet in the main pond, the sediment shall be removed.
When the pennanent pool depth reads 3.75 feet in the forebay, the sediment shall be removed.
scdin=t vat El. 2C17S
Bottom Elc anon �Z
FOREBAY
BASIN DIAGRAM
Ulu in die bian&j
permanent fool Elevation 33.0
Sediment Removal Elevation 27- 2,5
BomomElevation ZE- -
MAIN POND
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plus shall be encouraged to grow along the vegetated shelf and forebay berm.
6. if the basin must be drained for an emergency or to perform maintenance, the fl shing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working cyder_
I acknowledge and agree by my signature below that I am responsible for the pedamm ce of the seven
maintenancx procedures listed above. i agree as notify DWQ of any problems with the system or Priar to any
changes to the system or respmmble parry.
Print name. ammo iMr,Lamb
Tithe• ScCrt�ar
Add=s:- Po --fix it 'I
Note: The legally sespoasihic party should nee be a homcowrnera association nnl=s maze than 50% of the lots have be= sold and a
tesi&M of the subdivision has he® named the }rand==
.pt c S4ova a Notary Public for t#�e Stagy ofrc�i,
Coanty of do hc=by certify that (' S ).LLr► In
personally appeared before me this l day of �_ Pe -, and ac3mowledgc the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
.� TA °
coo
SEAL,
My commission expires 5-
Fain SWU-102 Bev 3.99 Page 4 of 4

Frrmii No. e 0 1�2,fy YY1Ap
(to be provided by DWO )
State or North Carolina
Department of EnvT�nment and Natural Resources
Division or' Water Quality
STOR-&MATER !.? TAGEJ4M\147 PERMIT APPLICATION FORM
WET DETENTIOiN BASLN SUPPLER ENT
Yids firm may be photocopied fur use as an originvl
DWQ Stormwater management Plan Review_:
A complete stormwater management playa submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications: showing all basin and outiei
structure details.
I. PROJECT INFORMATION •
Project Name: e arlJ
Contact Person: Phone Number: (910)
For projects with multiple basins, specify which basin this worksheet applies to: SLJ ?onQ 6
elevations
Basin Bottom Elevation Z(. „S` ft. (floor of the basin)
Permanent Pool Eevation 27 s ft. (elevation of the orij7ce)
Temporary Pool Elevation Z'7.�ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area '7Z7�&gi _ sq, ft. (water surface area at the orifice elevation) .
Drainage Area r7,?,:3 Ma ac. (on -site and off -site drainage to the basin)
(mpervious Area Z ..41488 ac, (on -sire and off -site drainage to the basin)
lolumes
?ermanent Pool Volume
Temporary Pool Volume
rorebay Volume
)ther parameters
;AIDA 1
)iameter of Orifice
)esiga Rainfall
)esi gn TSS Removal 2
3' Z4� 59 cu_ ft.
�38 cu. ft.
Z Lf34 OSo cu. ft
(combined volume of main basin and forebay)
(volume detained alcove the permanent pool)
(approximately 20% of total volume]
(surface area to'drainage area ratio from DWO table)
(2 to S day temporary pool draw -dawn regtared) j
(minimum 85% required) DEC 2 12007

Stormwater Pond #6
Surface Areas
Elevation
FOREBAY
"A"
FOREBAY
"B"
E. MAIN
POND
TOTALS
MSL
SF
(SF)
SF)
SF
21.5
82896
278596
179267
540759
25.5
110627
309461
218209
638297
26
114494
313384
233134
661012
27.5
125414
325239
277028
727681
27.8
12751'0
327626
281434
736570
28
128909
329220.
284372
742501
Volumes
FOREBAY
FOREBAY
E. MAIN
Volume Between
"A"
"B"
POND
TOTALS
Ft - Ft
CF
CF
CF
(CF)
21.5-25.5
387046
1176114
794952
2358112
25.5-26.0
56280
155711
112836
324827
26.0-27.5
179931
478967
382622
1041520
21.5-27.5
623257
81079
1290409
3,724,459
27.5-27.8
37939
r197930
83769
219638
Total Volume @ PP =
3724459
CF
Total Forebay Volume (Forebay A & B) =
2434050
CF
% Forebay Volume =
65.3 5
%
DEC 9. 17007
BY: �- ------

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio For permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A. trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
Lr
ACAMP m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does Wdo of incorporate a vegetated filter at the outlet.
This system (check one) 0 does Aes not incorporate pretreatment other than a forebay.
Form S W U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4,� feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4•5 feet in the forebay, the sediment shall be removed.
Sediment ReiXoval El. __z-3
Bottom Elevation ZI•S
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation Z'7.5
Sediment Removal Elevation Za
----------------------------------
Bottom Elevation Z I.S
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I a1-7
gree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title:
Address: P Q. 9,,, "4gG9 : Calabash . MC Z8116'7
Phon+
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, tr t�0 � , a Notary Public for the State of C�Uh_�
County of }r iu do hereby certify that iL'
personally appeared before me this 1�6�' day of -MP , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
ETA/? 0
—e—
COU
SEAL
My commission expires T /p - Is - aCX>9
Form SWU-102 Rev 3.99 rage 4 of 4

' Permit No. 5('J8 031OZ& HUC'/
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name:
r�nrVer��/: Dfltn543iCif �1RntR+�M�
AAA.4A a., JJ
Contact Person: Y; rn001. M t'. Lan1b Phone Number: (910 ) ZAr7 - c,?co;9
For projects with multiple basins, specify which basin this worksheet applies to: SW 9ond -0- `7
elevations
Basin Bottom Elevation 20.5 ft.
Permanent Pool Elevation ZS •S ft.
Temporary Pool Elevation ?(o,O ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 8!5,480 sq. ft. (water surface area at the orifice elevation)
Drainage Area 1Z.1ZL3 _ _ ac. (on -site and off -site drainage to the basin)
Impervious Area 3.8[ ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 3 18 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume ,5G4 cu. ft. (volume detained above the permanent pool)
Forebay Volume 6 cu. ft. (approximately 20% of total volume)
Other parameters
SAIDAI Z.ZSif (surface area to'drainage area ratio from DWQ table)
Diameter of Orifice Z•5 in. (2 to 5 day temporary pool draw -down required
Design Rainfall �_ _ in.
Design TSS Removal 2 Go % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 in the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health -and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6.1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does Woe"Snot
of incorporate a vegetated filter at the outlet.
This system (check one) 0 does incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2- Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shalt be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3•75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads - 3."75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation ZS.S
Sediment Rc oval El. Z I.}75 j7%
------------ Sediment Removal Elevation Zf•75 75%
Bottom Ele anon Zp.S -•
- _------------------__-----------__------_----125%
------
Bottom Elevation ZO
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name;
Title
Address: Po. 9.X'yg69 _cn�AaIL]G zall(o?
Note: The legally responsible party should not be a homeowners association unless more than 50°Io of the lots have been sold and a
resident of the subdivision has been named the president.
I, , a Notary Public for the State of A.A n""'LKAI-
County of+uI45L,31 CL , do hereby certify that 6
personally appeared before me this 'xlj day of TM � 0� , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires L9 - 15 - aov q
Form SWU-102 Rev 3.99 Page 4 of 4

T
Permit No. D31 n (o rrm
(to be provided by DWO)
Stag of North Carolina
Department of Environment and Natural Revources
Division of Water Quality
STORNIW ATER 4LkN2 AG2i= FE WLT APFLICA170N FOR!
T DETENTION BASIN SUPPLENEIN '
T76 form may be photocopied for use as an original
D Stormwater Management Plan Review_
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I, PROJECT INFORMATION
Project Name:
Contact Person: , nnncq Me.I a. ,b Phone Number. (9 !�) Z8­7- (ec j;2
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom IIevation ZO.5 ft. (floor of the basin)
Permanent Pool Elevation ft. (elevation of the orifice)
Temporary Ptiol Elevation ?_ `7.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area.- lq&,352 sq. ft. (water surface area at the orifice elevation)
Drainage Area _ Z .' r6 _ ac. (on -site and off -site drainage to the basin)
[inpervious; Area _ 7.9383 ac. (on -site and off -site drainage to the basin)
volumes
?ermanent Pool Volume _ (qz 7S5 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume _ `749 181f cu. ft. (volume detained above the permanent pool)
?orebay Volume 7,o l7 of cu. ft. (approximately 20% of total volume)
)ther parameters
;AIDA L
)iameter of Orifice
)esign Rainfall
)esi;n TSS Removal'-
(surface area to'drainage area ratio front DWQ-table)
(2 to 5 day temporary pool draw -down requited)
(Minimum 85% required) , DEC 2 l 2007

Stormwater Pond #8
Surface Areas
MAIN
Elevation FOREBAY B FOREBAY 8 POND
Total
Forebay and Main Pond
(MSL) (SF) (SF) (SF) �
(SF)
20.5 16279 6872 69624
92775
24.5 25357 11508 82954
119819
25 26621 12263 88466
127350
i Ly�� r i � '+<
� '� a4 � tc ''i� y ;� •-
�: f ,] �T�� �a s rX 'ii, M, q �S
Y S4 � i 4 t4s-7 9 'i �� L� 's�KO¢ 7• S .� ) 1 �, ,4 �t
28 33626 15449 109231
158306
Volumes
MAIN
Total
Volume Between
FOREBAY B
FOREBAY B
POND
Foreba and Main Pond
1=t - Ft)
CF
(CF)
(CF
(CF) "
.20.5' - 24.5'
83272
36760
305156
425188
•24.5' - 25.0`
1.2995
5943
42855
61792
25.0' - 26.5'
42608
19624
143073
20.5304
20.5' - 26.5'
138874
62327
491084
692285
26.5' - 27.0`
15379
7078
51727
741 4
TOTAL PP VOLUME:
TOTAL FOREBAY VOLUME:
% FOREBAY:
_ EAL r:
9816 _
692285 CF �-
201201 CF
29.06 %
DEC 2 1 Z007

Footnotes:
1 When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in th'e Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach ,justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If 'required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
If the basin is used for sediment and erosion control during construction, clean out of the
�4&a basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
61
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does Wdo of incorporate a vegetated filter at the outlet.
This system (check one) 0 does 9 Aes nt incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or -when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5; feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4• S feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
V Permanent Pool Elevation Z6.5
Sediment Re oval El. zZ - - 75 0
----------_ Sediment Removal Elevation z2- 75%
Bottom EEe ation ZO.S - C/o---------------------------------------------- -------
Bottom Elevation 0-OAS 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU- 102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above, I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print
Title:_
Address: P D. 9oX Z 146, 7
Pt
Si
R
Note: The legally responsible party should not be a homeowners association unless more than 30% of the lots have been sole[ and a
resident of the subdivision has been named the president.
I,Aia--u, a Notary Public for the State of O'a-troLY�(A,
County of V�cr , do hereby certify that �Lt'►'t V —Lo- vn �J
personally appeared before me this day of `o2D07 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
NO
� � J
sylc� CQLt��y ,
SEAL
My commission expires 10 -ls= O10oq T�
form 5WU-102 Rev 3.99 Page 4 of 4

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #1 - Pond #1
Lot #
Lot BUA per DA
(SF)
822
5000
823
5000
824
5000
825
5000
826
5000
827
5000
828
5000
829
5000
830
5000
831
5000
832
5000
833
5000
834
5000
835
5000
836
5000
837
5000
838
5000
839
5000
840
5000
841
5000
842
2000
843
2000
844
2000
847
3000
848
5000
849
2500
850
2500
859
5000
860
5000
861
5000
862
5000
863
5000
864
5000
865
5000
866
5000
867
5000
868
5000
869
5000
870
5000
871
5000
Drainage Area #1 - Pond #1
Lot #
Lot BUA per DA
SF
872
5000
873
5000
874
5000
875
5000
876
5000
877
5000
878
5000
879
5000
880
5000
881
5000
882
5000
883
5000
884
5000
885
5000
886
5000
887
5000
888
5000
889
5000
890
5000
891
5000
892
5000
893
5000
973
3000
974
4000
975
4000
976
4000
977
4000
978
4000
979
4000
980
4000
981
4000
982
4000
983
4000
984
4000
985
4000
986
4000
987
3000
988
3000
989
3000
1184
2000
sub -total 184,000 sub -total 176,000
Total E C E? I %VOP
r=,
AUG 3 12015

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #2 - Pond #2
Lot #
Lot BUA per DA
(SF)
842
3000
843
3000
844
3000
845
5000
846
5000
847
2000
849
2500
850
2500
851
5000
852
5000
853
5000
854
5000
855
4000
856
5000
857
5000
858
5000
894
5000
895
5000
896
5000
897
5000
898
5000
899
5000
900
5000
901
5000
902
5000
903
5000
904
5000
905
5000
906
5000
907
5000
908
5000
909
2500
910
1000
911
1000
912
2500
1184
3000
Total 160,000
ECEIVE
AUG 3 12015
i3Y: _

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Dnrr.+i4 4" 5W8 031026 MOO K1,0.-r +f I A M 7
Drainage Area #3 - Pond #3
Lot #
Lot BUA per DA
SF
935
3000
936
3000
937
3000
938
3000
939
3000
940
3000
941
3000
942
3000
943
3000
944
3000
945
3000
946
3000
947
3000
948
3000
949
3000
950
3000
951
3000
952
3000
953
3000
954
5000
955
5000
956
5000
957
5000
958
5000
959
5000
960
5000
961
5000
962
5000
963
5000
964
5000
965
5000
966
5000
967
5000
968
5000
969
5000
Drainage Area #3 - Pond #3
Lot #
Lot BUA per DA
SF
1077
2000
1078
2000
1079
2000
1080
2000
1081
3000
1082
1000
RC OV�
AUG 3 1 2015
BY:_
sub -total 137,000 sub -total 12,000
Total 149,000

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #4 - Pond 94
Lot #
Lot BUA per DA
SF
441
7500
442
7500
443
7500
444
7500
445
7500
446
7500
447
7500
448
7500
449
7500
450
7500
451
7500
452
7500
453
7500
454
7500
455
7500
456
7500
457
7500
458
7600
459
7500
460
7500
461
7500
462
7500
463
7500
464
7500
465
7500
466
7500
467
7500
468
7500
469
7500
470
7500
471
7500
472
7500
473
7500
474
7500
475
7500
476
7500
477
7500
478
7500
479
7500
480
750Q
-----------.f
3000W
Drainage Area #4 - Pond #4
Lot #
Lot BUA per DA
SF
919
5000
920
5000
921
5000
922
5000
923
5000
924
5000
925
5000
926
5000
927
5000
928
5000
929
5000
930
5000
931
5000
932
5000
933
5000
934
5000
935
2000
936
2000
937
2000
938
2000
939
2000
940
2000 -
941
2000
942
2000 '
943
2000
944
2000 '
945
2000 '
946
2000
947
2000
948
2000 '
949
2000
950
2000 •
951
2000'
952
2000 '
953
2000
1 I -fC)OO
Drainage Area #4 - Pond #4
Lot #
Lot BUA per DA
SF
970
5000
971
5000
972
5000
973
2000
974
1000
975
1000
976
1000
977
1000
978
1000
979
1000
980
1000
981
1000
982
1000
983
1000
984
1000
985
1000
986
1000
987
2000
988
2000
989
2000
369000
Sv6 /z)fz� 4- 5 ¢vW s�
ECEIVE
111112115
BY:

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #4 - Pond #4
Lot #
Lot BUA per DA
SF
1171
5000
1172
5000
1173
5000
1174
5000
1175
5000
1176
5000
1177
5000
1178
5000
1179
5000
1180
5000
1181
5000
1i82
5000
1183
5000
1062
5000
1081
2000
1082
3000
1083
2000
1084
2000
1085
2000
1086
2000
1087
2000
1088
2000
1089
2000
1090
2000
1091
2000
1092
2000
1093
2000
1094
2000
1095
2000
1096
2000
1097
2000
1098
5000
1099
5000
1100
5000
1101
5000
1102
5000
1103
5000
1104
5000
1105
5000
1106
5000
1107
4000
1108
3000
1109
3000
Dralna a Area #4 - Pond #4
Lot #
Lot BUA per DA
SF
539
4000
538
7500
537
7500
536
7500
535
7500
534
7500
533
7500
532
7500
531
7500-
530
7500
529
7500'
528
7500'
527
7500•
526
7500
525
7500•
524
7500 -
523
7500
522
7500.
521
7500
520
7500 -
519
7500
518
7500
517
7500
516
7500 -
515
7500
514
7500
513
4000
512
4000
511
• 4000
486
4000
485
4000
484
4000
483
7500-
482
7500
481
7500
Sub by sf 2 39 ovo -c.-�
GrACJ TC)fzl YS 2 WO s-P
AUG 3 12015
BY:

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #5 - Pond #5
Lot #
Lot BUA per DA
(SF)
855
1000
909
2500
910
4000
911
4000
912
2500
913
5000
914
5000
915
5000
916
5000
917
5000
918
5000
TOTAL 44,000
AUGECEIVE
s 12015
BY:

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD
Drainage Area #6 - Pond #6
Lot #
Lot BUA per DA
SF
990
5000
991
5000
992
5000
993
5000
994
5000
995
5000
996
5000
997
5000
998
5000
999
5000
1000
5000
1001
5000
1002
5000
1003
5000
1004
5000
1005
5000
1006
5000
1007
5000
1008
5000
1009
5000
1010
5000
1011
5000
1012
5000
1013
5000
1014
5000
1015
6000
1016
5000
1017
5000
1018
5000
1019
5000
1020
5000
1021
5000
1022
5000
1023
5000
1024
5000
1025
5000
ECEIVE
AUG 3 1 20�5
BY:
Drainage Area #6 - Pond #6
Lot #
Lot BUA per DA
SF
1107
1000
1108
2000
1109
2000
1110
2000
1111
2000
1112
2000
1113
2000
1114
2000
1115
2000
1116
2000
1117
2000
Ills
2000
1119
2000
1120
2000
1121
2000
1122
2000
1123
2000
1124
2000
1125
2000
2000
7
2000
8
2000
01126
9
2004
0
2000
1
2000
2
2000
1133
2000
1134
2000
1135
2000
1136
2000
1137
2000
1138
2000
1139
2000
1140
5000
1141
5000
1142
5000
1143
5000
1144
5000
1145
5000
1146
5000
1147
5000
1148
5000
1149
5000
1150
5000
1151
5000
1152
5000
1153
5000
1154
5000
1155
5000
1156
5000
1157
5000
1158
5000
1159
5000
1160
5000
1161
5000
1162
5000
1163
5000
1164
5000
1165
5000
1166
5000
1167
5000
1168
5000
1169
5000
1170
5000
N&T # 14027
Drainage Area #6 - Pond #6
Lot #
Lot BUA per DA
SF
569
7500
568
7500
567
7500
566
7500
565
7500
564
7500
563
7500
562
7500
561
7500
560
7500
559
7500
558
7600
557
7500
556
7500
555
7500
554
7500
553
7500
552
7500
551
7500
550
7500
549
7500
548
7500
547
7500
546
7500
545
7500
544
7500
543
7500
542
7500
541
7500
540
7500
539
3500
513
3500
512
3500
511
3500
510
7500
509
7500
508
7500
507
7500
506
7500
505
7500
504
7500
503
7500
502
7500
501
7500
500
7500
499
7500
498
7500
497
7500
496
7500
495
7500
494
7500
493
7500
492
7500
491
7500
490
7500
489 1
7500
480
7500
487
7500
486
3500
485
3500
484
3500
SUB -TOTAL 180,000 SUB -TOTAL 220,000 SUB -TOTAL 429,500
TOTAL 829,500

The Hamptons at Brunswick ..Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #7 - Pond #7
Lot #
Lot BUA per DA
(SF)
1063
5000
1064
5000
1065
5000
1066
5000
1067
5000
1068
5000
1069
5000
1070
5000
1071
5000
1072
5000
1073
5000
1074
5000
1075
5000
1076
5000
1077
3000
1078
3000
1079
3000
1080
3000
1082
1000
1083
3000
1084
3000
1085
3000
1086
3000
1087
3000
1088
3000
1089
3000
1090
3000
1091
3000
1092
3000
1093
3000
1094
3000
1095
3000
1096
3000
1097
3000
TOTAL 128,000
ECEB\!E(�
AUG 3 12015 U

The Hamptons at Brunswick Plantation
Lot BUA Inventory
Permit # SW8 031026 MOD N&T # 14027
Drainage Area #8 - Pond #8
Lot #
Lot BUA per DA
SF
1026
5000
1027
5000
1028
5000
1029
5000
1030
5000
1031
5000
1032
5000
1033
5000
1034
5000
1035
5000
1036
5000
1037
5000
1038
5000
1039
5000
1040
5000
1041
5000
1042
5000
1043
5000
1044
5000
1045
5000
1046
5000
1047
5000
1048
5000
1049
5000
1050
5000
1051
5000
1052
5000
1053
5000
1054
5000
1055
5000
1056
5000
1057
5000
1058
5000
1059
5000
1060
5000
1061
5000
Drainage Area #8 - Pond #8
Lot #
Lot BUA per DA
5F
1110
3000
1111
3000
1112
3000
1113
3000
1114
3000
1115
3000
1116
3000
1117
3000
1118
3000
1119
3000
1120
3000
1121
3000
1122
3000
1123
3000
1124
3000
1125
3000
1126
3000
1127
3000
1128
3000
1129
3000
1130
3000
1131
3000
1132
3000
1133
3000
1134
3000
1135
3000
1136
3000
1137
3000
1138
3000
1139
3000
SUB -TOTAL 180,000 SUB -TOTAL 90,000
TOTAL 270,000

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
THE HAMPTONS PHASES I AND II
Brunswick County, North Carolina
For
Caw Caw Land Corporation
P.O. Box 4969
Calabash, NC 28467
[phone]
�,N11If I rrr
'(H CA '
P .Q
AL
041620 : -
-'tiG! N Ear- • O
• K B
////r/r/11ii11111 ••�',,
APR 012015
By
September 2014
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 14027

NARRATIVE
DESCRIPTION:
The project site is a 261 acre tract located in Brunswick County. The soils of the
site consist of partially wooded and clayey — sandy soils and grades ranging from 0% to
5%. Approximately 15 acres will be graded to allow construction of a Amenity Center and
Phase 11 Single Family Expansion with paved parking and paved access. The runoff from
the site is estimated using the rational method 10-year design storm and rainfall data for
the area. Construction is scheduled to begin as soon as all permits and approvals are
obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided where stormwater would be expected to sheet
flow from disturbed areas directly to adjacent property. Gravel check dams will not be
provided unless the Contractor has to temporarily discharge into an open ditch instead of
the proposed storm drain outfall. The detention pond will be used as a silt basin during
construction and restored to its design contours prior to completion. A gravel construction
entrance will be constructed at the new Oglethorpe Drive entrance. Maintenance will be
provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES. -
The project site is located in .Brunswick County. Land disturbing on the site will
exceed one acre, which requires the site to comply with the State and Brunswick County
Regulations. The stormwater runoff from the development will be directed to the
previously permitted stormwater detention pond. The stormwater detention pond was
designed to accommodate this site at 36.65% impervious area lot coverage.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. The existing detention pond/silt basin will
be used for erosion control. Disturbed areas will be landscaped or seeded upon
completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall.
2. All points of egress will have construction entrances that will be periodically top -
dressed with an additional. 2 inches of #4 stone to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the
site. Immediately remove objectionable material spilled washed or tracked onto
the construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow
proper drainage. Silt sacks will be emptied once a week and after every rain
event. Sediment will be removed from around beaver dams, dandy sacks and
socks once a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired.
Swales must be temporarily stabilized within 21 calendar days of cease of any
phase of activity associated with a swale.
5. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it
becomes half -full of sediment, no longer drains as designed or is damaged.
6. Sediment .will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced
when the sediment pool no longer drains or if the rock is dislodged.
Land Quality Requires:
7. All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover. All slopes will be stabilized within 21 calendar days. All other
areas will be stabilized within 15 working days.

Water Quality Requires:
8. All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover. All perimeter dikes, swales, ditches, perimeter slopes, all
slopes steeper than 3' horizontal to 1' vertical (3:1) and all high quality water
(HQW) zones shall be provided temporary or permanent stabilization with ground
cover as soon as practicable but in any event within seven (7) calendar days
from the last land -disturbing activity. All other disturbed areas shall be provided
temporary or permanent stabilization with ground cover as soon as practicable
but in any event within fourteen (14) calendar days from the last land -disturbing
activity.
9. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses
and inject systems will be checked for problems or turbid discharges daily.
10. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs,
other water impoundments, ground surfaces, or other property as required by State
and Local regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary
and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both
temporary and permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more'than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 - General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3.3 Temporary Physical Barriers are required where sedimentation on offsite property
or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event
or when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.

3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime,
phosphorous and fertilizer shall be applied during the scarification process in
accordance with the following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 114
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION
APR 0 12015
BY,

Date ..
Design
NORRIS & TUNSTALL Wilmington, NC
Sheet
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CONSULTING ENGINEERS P.C. Brunswick County, NC
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Date Design NORRIS & TUNSTALL Wilmington, NC :70-f
t
1144, JWX CONSULTING ENGINEERS P.C. Brunswick County, NC
Check Job For Job No.
J PW T* EC CAtcs 1 4-0 2-Z

,-!
N®RRIS & TUNSTAL,L,
CONSULTING ENGINEERS P.C.
902 Market Street
Wilmington, NC 28401
[phone]
[phone] Fax
John S. Tunstall, P.E.
T.Jason Clark, P.E.
March 27, 2015
Ms. Linda Lewis
NC DENR
Division of Energy, Mineral and Land Resources
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: The Hamptons Phase I and II -- SW8 031026
Response to Comments
N&T Project No. 14027
Dear Ms. Lewis,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Mh ECE9�9E
APR 0 f 2015
The enclosed response package was amassed based on the numerous emails between Norris
& Tunstall Consulting Engineers and you on or around March 11, 2015. We have been waiting
for an updated Master Plan to be prepared and provided by the original engineer of record,
Houston & Associates. The bulk of the enclosed package was gleaned by NCDENR file review
and has been concisely consolidated at your request. We offer the following responses to the
items below:
1. Provide an update Master Plan.
The updated Master Plan was provided to N&T by Houston & Associates. N&T has added
additional information as requested.
2. Provide an updated drainage area plan.
A color coded drainage area plan has been overlaid on to the aforementioned master
plan.
3. Update N&T drawings to reflect updated lot numbering found in updated Master
Plan.
All N&T plans have been updated.
NCBELS License C-3641

Ms. Linda Lewis
The Hamptons Phase I & 11 Response letter
March 27, 2015
NT # 14027
Page 2
4. Due to the removal of a portion of the previously planned Oglethorpe Drive and the
subsequent addition of lots in the proximity of Oglethorpe Drive, it is necessary to
review ponds #1, #2, and #4 to verify that modification does not result in an
increase in permitted BUA. If any results in a BUA increase then N&T will provide
updated pond calculations.
There is no increase in BUA to pond #1 all existing and permitted lots shall be routed and
drain to pond #1 as previously planned. There is a net decrease in pond #2 due to the
removal of previously permitted roadway and its replacement with one new lot (#1004)
with a BUA allotment of 5000 SF. Any excess BUA has been inventoried in the future
category resulting in no change to the total BUA of pond #2. The addition of lots in pond
#4 drainage area reduce the previously permitted future multifamily allocation. These lots
also reduce the total area of multifamily tract B. The development of the Amenity area
was previously accounted for in the future BUA allocation. The Amenity area future
allocation is being reduced from 1.70 acres to 0.65 acres for the development of a
Clubhouse/Amenities Center with pool and outdoor activity areas. Based on the
aforementioned explanations for Ponds #1, #2, and #4 no revision to the previously
approved pond calculations are necessary.
5. Clarify if the future Amenity Parking Lot is included within this modification.
Yes, the future lot is accounted for in this project modification. See N&T plans specifically
the Amenities area site data table for calculations.
6. Clarify the total number of lots within this permit.
As previously discussed, a total of 478 lots were previously permitted. These lots are
contained in both Phase I and Phase II. N&T has proposed an additional 13 new lots.
Numbered from Lot # 990 thru Lot #1002 and Lot # 1004. The resultant new total number
of lots is 491.
7. Provide Lot numbers — BUA inventory per pond drainage area.
The requested lot inventory spreadsheet has been provided i Ma requested format.
Additionally we have also included the lot categorization by pha g-ani
APR 0 12015
8. Verify BUA on lots that are already developed. BY.
Specifically, the large home currently under construction. In discussing, the BUA
inventory on developed lots, the builder has indicated that all permitted BUA allotments

Ms. Linda Lewis
The Hamptons Phase I & II Response letter
March 27, 2015
NT # 14027
Page 3
are adhered to and each plan is reviewed by the architectural review board (ARB) for
stormwater compliance as well as additional architectural requirements. Prior to
development of each house, a site plan is required and is reviewed by the ARB. The
large home site went through the same review process. The owner has purchased
multiple lots and their combined BUA allocation ensure that the development remains
under the permitted BUA threshold.
9. Clarify the remaining BUA for Pond #4.
Inventory of pond #4 has been reviewed and updated since future allocation is being
utilized for this modification. See the Master Plan with BUA inventory summary.
10. Review and revise deed restrictions to coincide with the updated Master Plan.
It is our understanding that the deed restrictions coincide with the updated Master Plan.
11. &12. Clarify Future./ Offsite Areas and HOA Ownership.
A portion of both multifamily tracts "A" and "B" were previously identified as offsite. No
allocation was provided for portions of each site. For example, Tract "A" has a total
permitted BUA of 23.37 AC of which only 2.805 AC is to be routed to Pond #4 of the
existing system. The remaining BUA is to be treated offsite. Currently, it is our
understanding that all Common Areas, Amenity Areas, BMPs, Streets, and Etc. will be
turned over to and maintained by the POA. The structuring of future development areas
and their associated POAs is currently undecided since the multifamily component of this
development is not performing as well as the single family components. Thus the
developers are considering converting previously identified multifamily areas to single
family. If this were to occur then that would be an expansion to the current POA structure.
13. Provide pertinent modification information.
An updated permit modification application with fee is provided for your use. A lot
inventory and Master Plan with BUA inventory are provided for your use. Drainage area
inventory tables have been provided with the application to make revisions/modifications
of this permit easier in the future where by the tables may be switched out without the
need to rewrite the entire permit each time.
14. Verify /update owner address. APR 0 1 2015
The owner's address has been updated on the permit application. BY., —
We have gone to great lengths to review all issues with this permit and have strived to provide
you with the most concise set of information possible based on the limited information available
to N&T. Please contact us if you have any questions.

Ms. Linda Lewis
The Hamptons Phase I & II Response letter
March 27, 2015
NT # 14027
Page 4
Sincerely,
NORRIS & TUNSTALL
CONSI&TING ENGINEERS, P.C.
��4 "� �
h K. Bland, P.E.
JKB/neh
14027 03-27-15-s-sw response-Itr
cc: Mr. Mason H. Anderson 1 Caw Caw Land Corporation

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road, Ash, NC 28420
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
910-287-5900(office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To: Ms. Linda Lewis Date: August 27, 2015 Job No.14027
NCDENR Subject: The Hamptons
127 Cardinal Drive Extension Brunswick County
Wilmington, NC
28405-3845
SW8 031026 MOD
WE ARE SENDING YOU VIA MAIL
FAX TRANSMITTAL: NUMBER OF PAGES
®
ATTACHED
❑ UNDER SEPARATE COVER
INCLUDING THIS TRANSMITTAL
❑
SHOP DRAWINGS
❑ PRINTS ❑ CERTIFICATE
❑
SPECIFICATIONS
❑ DISKS ❑ COPY OF LETTER
Call 910-287-5902 if you have any difficulty
th'
rng Im ecelvis essage.
COPIES DATE NO. DESCRIPTION
1 08-27-15 1 High Density Residential Subdivisions Deed Restrictions
11 1 1 1 1 Table of Lot BUA Inventory 11
11 2 1 08-26-15 1 MP I Master Plan 1 Drainage Area Plan 11
❑ AS REQUESTED
❑ FOR YOUR USE
REMARKS:
cc: Mr. Mason H. Anderson
=UEEIVE
AUG 3 1 2015
BY:
® FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
SIGNED Jose h K. Bland, P.E.1 neh
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee.
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and return to the
address above.

I
Lewis,Litnda
From: Jody Bland <[e-mail]>
Sent: Friday, August 21, 2015 10:26 AM
To: Lewis,Linda; Mason Anderson
Cc: Phil Norris; Ricky Tompkins
Subject: Re: The Hamptons at Brunswick Plantation MOD - 5W8 031026MOD
Attachments: image001.png
I have found the bust in the lot numberingll
Linda, you have all the deed restrictions for current permit prior to our small modification. The pervious master plan that we used to
develop our current master plan (dated 1013/07) had duplicate lot #s listed in several locations which generated comments from
NCDENR regarding duplicate lots listed. During my file review I copied an overall sheet with an approval stamp dated 2/13108. The lot
numbering on this sheet matches the deed restrictions you have. indicated that you have in your possession.
I will update our updated master plan to reflect these correct lots numbers. The lot numbers for the new lots will change but everything
else is matching up. I will send you updated information on anything that pertains to the incorrect lot numbers. Sorry for the confusion
Mason, I will get with you to give you the corrected lot numbers for the new lots.
Thanks,
Joseph (Jody) K. Bland, RE.
NORRIS- & TUNSTALL
—CONSRrING ENGINEERS PC. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
jbland a,ntengineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis
Date: Friday, August 21, 2015 at 9:48 AM
To: Jody Bland, Mason Anderson
Cc: Phil Norris
Subject: RE: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Thank you for that explanation. I am aware that we will only have copies of the recorded documents for those lots that
are in the phases which are currently under construction.
What 1 am trying to say, and apparently not very well, is that in the stormwater file, I can only locate a signed
PROPOPSED covenant document for the following permit versions:
The January 6, 2004 permit covered 113 lots in Section 1, 2 and 5 at 8000 sf; and 415 lots in Section 3 & 4 at
5000 sf.

2. The February 13, 2008 permit covered 478 lots — lots 441-569 at 7500 sf; and lots 822-1170 at 5000 sf. Since this
permit version replaced the January 6, 2004 version, the document provided for the 2004 version is null and
void.
There is no proposed document which includes BUA limits for Lots 1L-45L; 82L-125L; 1-91; or 143-232. Some of these
lots may have been covered by the 2004 proposed restrictions under different lot numbers, but if those lot numbers no
longer match up with the new plan, that's a problem. The only valid deed restriction document in force right now only
covers lots 441-569 and Lots 822-1170. That old document is no longer valid and needs to be revised to include the lots
that were renumbered and the new lots such that it matches up with the lot numbers on the master plan.
I think I understand more of what you were trying to convey to me from the beginning, which is that there is a recorded
restriction already in place for Lots 822-1170 at 5,000 sf. So the 13 lots that were added as 991-1002 and 1004 would
already be subject to that same restriction, and did not need to have another piece of paper signed to restrict them to
what was already recorded. I agree with that, but what I am trying to get is a proposed BUA limit statement which
includes all of the lots, including Lots 1L-45L; 82L-125L; 1-91; and 143-232.
I hope that helps to provide a better explanation.
Linda
From: Jody Bland [maiito:[e-mail]]
Sent: Friday, August 21, 2015 8:23 AM
To: Lewis,Linda; Mason Anderson
Cc: Phil Norris
Subject: FW: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Linda
Please see the response/ explanation from Mr. Anderson regarding deed restrictions for the Hamptons. If his explanation is not
satisfactory then I would suggest we set up a conference call to discuss.
Thanks,
Joseph {Jody) K. Bland, P.E.
NORRIS & TUNSTALL
CONSULTING ENGINEERPC. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
Rbland(a,ntenyineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Mason Anderson
Date: Thursday, August 20, 2015 at 10:00 PM
To: Jody Bland
Subject: Re: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Jody
Of course They do not have the restrictive covenant for the entire subdivisiori

s
Aewis,linda
From:
Lewis,Linda
Sent:
Friday, August 21, 2015 9:49 AM
To:
'Jody Bland'; Mason Anderson
Cc:
Phil Norris
Subject:
RE: The Hamptons at Brunswick Plantation'MOD - SW8 031026MOD
Thank you for that explanation. I am aware that we will only have copies of the recorded documents for those lots that
are in the phases which are currently under construction.
What I am trying to say, and apparently not very well, is that in the stormwater file, I can only locate a signed
PROPOPSED covenant document for the following permit versions:
1. The January 6, 2004 permit covered 113 lots in Section 1, 2 and 5 at 8000 sf, and 415 lots in Section 3 & 4 at
5000 sf.
2. The February 13, 2008 permit covered 478 lots — lots 441-569 at 7500 sf; and lots 822-1170 at 5000 sf. Since this
permit version replaced the January 6, 2004 version, the document provided for the 2004 version is null and
void.
There is no proposed document which includes BUA limits for Lots 1L-45L; 82L-125L; 1-91; or 143-232. Some of these
lots may have been covered by the 2004 proposed restrictions under different lot numbers, but if those lot numbers no
longer match up with the new plan, that's a problem. The only valid deed restriction document in force right now only
covers lots 441-569 and Lots 822-1170. That old document is no longer valid and. needs to be revised to include the lots
that were renumbered and the new lots such that it matches up with the lot numbers on the master plan.
I think I understand more of what you were trying to convey to me from the beginning, which is that there is a recorded
restriction already in place for Lots 822-1170 at 5,000 sf. So the 13 lots that were added as 991-1002 and 1004 would
already be subject to that same restriction, and did not need to have another piece of paper signed to restrict them to
what was already recorded. I agree with that, but what I am trying to get is a proposed BUA limit statement which
includes all of the lots, including Lots 1L-45L; 82L-125L; 1-91; and 143-232.
I hope that helps to provide a better explanation.
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Friday, August 21, 2015 8:23 AM
To: Lewis,Linda; Mason Anderson
Cc: Phil Norris
Subject: FW: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Linda
Please see the response/ explanation from Mr. Anderson regarding deed restrictions for the Hamptons. If his explanation is not
satisfactory then I would suggest we set up a conference call to discuss.
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TUNSTALL
—•-CONSU UTING ENGINEERS P.C.

1423 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
ibland(@,ntenp-ineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Mason Anderson
Date: Thursday, August 20, 2015 at 10:00 PM
To: Jody Bland
Subject: Re: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Jody
Of course They do not have the restrictive,covenant for the entire subdivision
the entire subdivision has not been developed and those maps have not been recorded
I have sent to them the sections as they were brought in with supplemental declaration. Those supplemental declaration include the
required restrictions of impervious area and the language that was required at the time those maps were recorded and those lots
offered for sale
All of the lots that were in existence when you started this work were covered in Supplemental recorded restrictive covenant that
includes the imperious coverage restriction that applies to each lot in each section
Hence the lots created with the new work are the only ones to be subjected to the new restrictive covenants at this time The other
developed lots are already subjected to restrictive covenant with the imperious coverage restriction in the supplemental declaration
I am having Chris prepare the supplemental declaration to include these current lots at this time
once they have been recorded I will send to Linda a copy of them
at that point she will have supplemental declarations covering all of the lot being offered for sale
Give me a call if you have any questions or if you need any additional explanation for Linda
In the meantime
as I say Chris has instructions from me to prepare a supplemental declaration covering the lots using the exact language to be included
in the permit
Also I am having restrictive covenant the Supplemental Declaration for the lots added at Smithfield and they will also be recorded
and mailed to Linda
Sent from my iPhone
On Aug 20, 2015, at 10:55 AM, Jody Bland <ibl andante ngineers.com> wrote
Mason I
Please see the email correspondence below regarding Deed Restrictions at the Hamptons. Evidently NCDENR does
not have the Deed Restrictions for the entire subdivision.
Thanks,
Joseph (Jody) K. Bland, P.E.
<FD6E1661-AABB-4C71-9BE4-986070A4FF2E[1].png>
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It
shall be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers,

i
0
Lewis,Linda
From: John Jenkins <[e-mail]>
Sent: Thursday, August 06, 2015 11:23 AM
To: Lewis,Linda
Subject: RE: Additional Information Request for Carolina Beach Hampton Inn SW8 070910
Thank you Linda. We'll be providing our responses and signed applications upon receipt. I expect early next week.
John T Jenkins II, PE I Manager of Land Planning & Design
Vice President
Direct 919.866.4802
STEWART
STRONGER BY DESIGN
Visit us at www.stewartinc.com
From: Lewis,Linda[mailto:[e-mail]]
Sent: Monday, August 03, 2015 5:57 PM
To: John Jenkins
Subject: Additional Information Request for Carolina Beach Hampton Inn SW8 070910
John:
My review comments attached.
Linda
1

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, August 20, 2015 9:30 AM
To: 'Jody Bland'
Subject: FW: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Hey Jody. I received the proposed new deed restriction statement. I think there may have been a miscommunication or
misunderstanding. My intent was that all of the lots as listed on the Master Plan (see highlighted text from my August 4
email below) , would be listed on the new deed restriction statement, not just 991-1002.
The document should also list lots 1L — 45L; 82L —125L; 1-91, and 143-232 in addition to Lots 441-480; 822-969; and
991-1002 and 1004.
The 2008 restrictions only listed 441-569 and 822-1170. No mention of the others. That's why I needed a new document
with'ALL of the lots listed.
Thanks,
Linda
From: Lewis,Linda
Sent: Tuesday, August 04, 2015 3:05 PM
To: 'Jody Bland'
Subject: RE: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Thanks. The permit is drafted and I promise to get it out within a day or two of getting that signed document.
Linda
From: Jody Bland[mailto:jbland(@ntengineers.com]
Sent: Tuesday, August 04, 2015 2:58 PM
To: Lewis,Linda
Subject: Re: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Sure. I will have to send that to the owner for signature. I will get it to you asap
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TUNSTALL
CONSULTING ENGINEE16 P.C. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
jbland(lintengineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road, Ash, NC 28420
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
910-287-5900(office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To: Ms. Linda Lewis
Date: August 14, 2015
.lob No.14027
NCDENR
Subject: The Hamptons
127 Cardinal Drive Extension
0 -3 10Z
Wilmington, NC 28405
WE ARE SENDING YOU VIA EMAIL and MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATE
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5902 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
08-14-15
High Density Residential Subdivisions - Deed Restrictions & Protective
Covenances
7
• r �
® AS REQUESTED
❑ FOR YOUR USE
REMARKS:
❑ FOR REVIEW AND APPROVAL
❑ FOR BIDS DUE
❑ FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
e�A,,wz4�cc: Mr. Mason Anderson 1 Caw Caw Land Corporation SIGNED oseph K. Bland, P.E.1 nelf
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee.
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and return to the
address above.

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, August 04, 2015 11:39 AM
To: 'Jody Bland'
Subject: RE: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
You must have ESP — I'm working on it now. I do have one question about the Amenity Center BUA, What I'm trying to
accomplish is to "group" all the BUA associated with the Amenity Center together and assign it a maximum BUA limit in
the permit. So far, based on the information you provided earlier, this is what I come up with:
a. The total BUA for the Amenity Tract is 74,000 sf. That is the number I want to put on the application and into the
permit. It will be further broken down into "existing" and "future" as follows in the permit
b. Of that total, 45,690 sf is already built. This 45690 "existing" is broken down as below:
Parking 28185
Sidewalk ' 775
Building 8385
Pool 8345
c. This leaves 28,310 future.
Does this sound right? Adjustments to the other numbers on the application for Pond #4 will need to made accordingly:
Current
_Suggested change
Net result
Onsite Lots
860,385
852,000
-8385
Onsite Streets
240,935
240,935
0
Onsite Parking
28,185
0
-28,185
Onsite Sidewalk
60,480 51,360
-9120
{
Other (Amenity)
0 74,000
+74000
Future
147,495 -
119,185
-28310
Offsite
139610
139610
0
Total
1,477,090
1,477,090
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Tuesday, August 04, 2015 9:38 AM
To: Lewis,Linda
Subject: Re: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Good morning Linda
I was just checking on the status of this review. Did the most recent information I provided to you satisfy your remaining comments/
concerns. Thanks for the update.
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
6bland @ntenpineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall'Consulling Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
1

Lewis,Linda
To: Lewis,Linda
Subject: RE: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
From: Jody Bland[mailto:jbiand(d)ntengineers.com]
Sent: Wednesday, July 15, 2015 11:35 AM
To: Lewis,Linda
Cc: Phil Norris
Subject: Re: The Hamptons at Brunswick Plantation MOD - 5W8 031026MOD
Hi Linda
Attached is an updated inventory sheet for DA #s 1-4. Below is my explanation of how I determined a few of the values contained
within..... I know its confusing as it was an arduous task for me to go back through the old permit & plans to determine these
allocations.
DA#1: yes you are correct MF tract B to DA #1 / Pond #1 should be reduced to match future inventory of 27,233
DA #4: This on was a bit complicated but I will try to walk you through what I found during our review of the original permit & plans....
The original total BUA allocation was found listed on Houston & Associates Overall Storm Water Plan as 1.70 AC. I extended
this to be approximately 74,000sf
On sheet C2 of N&T plans we have a Amenities "Area Site Data Table". It lists a current total proposed development of
45,690sf. (This total includes the dashed side lot which will be constructed at a later date)
o So the remaining Future BUA for the Amenity Center Area is ,... 74,000sf — 45,690sf = 28,310sf. This maybe utilized
for some future development on the Amenity site to the East of the Club/ Pool House in the proximity of the notes on
N&T Sheet C2
The TOTAL FUTURE INVENTORY for DA #4 is 147,495sf. Based on knowing this TOTAL & the remaining Amenity BUA that
leaves MF tract A with 147,495sf — 28,310sf = 119,185sf
I have corrected the values for MF Tract A (to Pond 4) & MF Tract B (to Pond 1) on the attached sheet. I will be dropping off 2 new
color coded Master Plan sheets to you tomorrow. I had to update the MF Tract A (to Pond 4) value to the previously stated 119,185sf.
Further explaining the DA #4 inventory.... The values for the impervious surfaces for our proposed Amenity area development are
included in the DA #4 Inventory Totals...
i.e. DA #4 Bldgs/ Lots =»» LOTS = 852,000sf
BLDG= 8 385sf
TOTAL= 860,385sf
DA #4 Parking =»»
28,185sf (this total is drive aislel parking area, future parking area & dumpster areas from N&T Sheet C2 Amenity Site Data Table)
DA #4 Walks =»»
60,480sf (this breaks down as follows:)
Previously permitted = 41,020sf
Oglethorpe Dr. Walks=
``
10,340
Amenityy walks=
�ii 75
�
775sf
Pool Area=
2 ,9
7 "r
8,345sf
TOTAL=
60,480sf
I hope all this clarifies things. Please call me if you have any questions. Thanks for the help?
C r q 0
Thanks,
Joseph (Jody) K. Bland, Y.E.

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, July 14, 2015 3:59 PM
To: 'Jody Bland'
Cc: Phil Norris
Subject: RE: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Attachments: 2015 07 scan 031026.pdf.pdf
Jody:
I've attached my marked up page. it's a bit convoluted, but I think I understand everything except the Amenity Area and
the 27233 sf vs the 29233 sf future for Pond #1. 1 just want verification that the 27233 amount in the DA column is the
amount that should be referenced at the bottom of the page.
Regarding the Amenity Area, it would be easier to approve future construction within the Amenity Area if it is assigned a
maximum amount of BUA in the permit. Then we just start approving subsequent plan revisions and subtract from the
"bank balance". I read somewhere in the documents that the sidewalk and parking area totals within the Amenity Area
had been included in the sidewalk and parking totals for the Pond, and were not split out. I'd like to know those splits.
Those are my 2 main concerns.
Thanks,
Linda
From: Jody Bland[mailto:jbland(a�ntengineers.coml
Sent: Tuesday, July 14, 2015 3:36 PM
To: Lewis,Linda
Subject: Re: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Oh OK... I will review too
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TuNsTAii
CONSULTING ENGINEERS PC.
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
jbland@,ntengineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis
Date: Tuesday, July 14, 2015 at 3:28 PM
To: Jody Bland

Cc: Phil Norris
Subject: RE: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Give me a few minutes to get that sheet marked up to illustrate the problems. The problem is that some of the numbers
at the bottom of that page do NOT agree with the numbers in the DA columns.
Linda
From: Jody Bland[maiito:[e-mail]]
Sent: Tuesday, July 14, 2015 3:00 PM
To: Lewis,Linda
Cc: Phil Norris
Subject: The Hamptons at Brunswick Plantation MOD - SW8 031026MOD
Hi Linda
I looked into the items you called me about late last week. I think the attached page has either been overlooked or somehow didn't get
scanned into the response package we submitted back to you.
On this page the future totals already reflect the deductions we discussed.... DA1 Future from 29,233sf to 27,233sf & DA4 Future from
150,495 to 147,495sf
Also please see the notes below the table...... I have itemized future allocations to their respective ponds for Multi -Family Tract A,
Multi -Family Tract B, & Amenity Area.
Finally, the highlighted notes at the bottom clarify Basin "E" offsite area & clarify breakdown of Amenity Bldg & lots draining to DA#4
Please call me if I have misunderstood what you were asking for. Thanks again for the help.
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TUNSTALL
--� CONSUU—ING ENGINEERS P.C. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.

Permit No.. SW o 0 3/0 Z 69
(to be provided by DWQ)
Project Name: The Hamptons (N&T 14027)
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
Cawcaw Swamp
Cawcaw Swamp
Cawcaw Swamp
Cawcaw Swam
Stream Class*
QSw
C;Sw
C;Sw
C;Sw
Stream Index Number*
15-23
15-23
15-23
15-23
Total Drainage Areas
1,675,222
737,283
1,759,223
4,030,046
On -site Drainage Area sf
1,675,222
737,283
1,759,223
3,793,079
Off -site Drainage Areas
0
0
0
236,967
Proposed Impervious Area** (siF
503,172
202,395
943,614
1,477,090
To Impervious Area** total
30%
27.45%
53.6 0
36.65%
Im ervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildin s Lots (sf)
360,000
150,000
149,000
****860,385
On -site Streets s
104,805
48,901
48,391
240,935
On -site Parkin s
0
0
0
28,185
On -site Sidewalks s
11,134
2794
11,622
60,480
O er on -sites
0
0
0
0
Future (sf)
27,233
700
734,601
1 147,495
Off -sites
0
0
Existing BUA*** (sf)
0
0
0
139,610
Total sf :
503,172
202,395
943,614
1,477,090
* Stream Class and Index Number can be determined at: h :// ortal.ncdenr.or /Nvebly - / s/csu/classifications
* * Impervious area is defined as the built upon area including, but not limited to, bui ngs, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain er devel ent. Do not report any existing BUA
that is to be removed and which will be replaced by new B
Zqz-?3
Multi-Familyc�h,cti hU�n,� ¢5 here ?
Traci "A„ �Z�233
Total future BUA to Pond #4 122,185 SF .81AC . (q-7
t22I�5-t'
Multi -Family Tract "B" Z7233 0. WZ'
Total future BUA to Pond #1 9233 S 10,.6~7 AC
,____ToJ@Mture BUA to Pond #3 — 734,601 SF / 16.86 AC ✓
Amenitv Area
re BUA to Pond #4 �-- 28,310JSF 10.65 AC
***Existing, Offsite.BUA reportedAo9Pond''#4 in previous :per
200$ froMBasin "E t Csl�, U+nd r-s Wod
Basin "& BUA to Pond #4 . ,139,610. SF / 3:21 AC
***DA #4 Bldg/.Lots : Lots =,852 000 sf, AmenityBldg-_
4.
Form SWU--101 Version Oct. 31, 2013
Additional Drainage Areas
3/o h& a
rnrl � --"L YV 5
` 2 _P_T
bu � l�� � ��
_w fe k�� f
it- modif cation dated; 02-133i
V ►' O IC( r
r
BY-.
PaLye 3a of 6

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road, Ash, NC 28420
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
910-287-5900(office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To: Ms. Linda Lewis
Date: July 15, 2015
Job No.14027
NCDENR
subject: The Hamptons
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
WE ARE SENDING YOU VIA HAND DELIVER
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATE
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5902 If you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
Page 3a of 6 of the State Stormwater application
2
07-15-15
MP
Master Plan
I�IECEI J)
JUL 16 2015
U
t. .. .. ...
BY:
❑ AS REQUESTED
❑ FOR YOUR USE
REMARKS:
CC
® FOR REVIEW AND APPROVAL
❑ FOR BIDS DUE
❑ FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
SIGNED ?OSe h K. Bland, P.E.1 n h
CONFIDENTIAL_ AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee.
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and return to the
address above.

61
NOBS & TUNSTALL
CONSULTING ENGINEERS P.C..W....
902 Market Street
Wilmington, NC 2WI
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
June 2, 2015
Ms. Linda Lewis
NC DENR
Division of Energy, Mineral and Land Resources
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: The Hamptons at Brunswick Plantation
Request for Additional Information
Stormwater Project No. SW8 031026 MOD
N&T Project No. 14027
Dear Ms. Lewis;
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
ECEIVIE
I JUN 0 6 2015
BY:
As previously discussed, the intent of this revision/modification is not to change any permitted
allocations but to utilize the current permitted future allocation for new development. Norris &
Tunstall received comments on May 14, 2015 and offer the following responses:
1. The adjustment is noted and we have updated our records
2. Delineate all relevant boundaries...
a. Application pages for the project inventory have been updated to reflect that Offsite
Area "E" will remain as currently permitted.
b. Update BUA summary on DA/Master Plan Sheet:
i. "Phase II Small Lots" category has been updated with the correct lot # ranges
and correct lot total.
ii. "Phase I Large Lot" category has been updated with the correct lot # range.
c. The typo was corrected for Pond #3 Drainage Area total.
d. The typo was corrected for the DA #6 "Buildings" category.
3. Technical Information
a. All references to 491 lots have been updated to 492 lots.
b. The "Lot BUA Inventory" has been reviewed and updated based on comments and
cross referencing with previously provided inlet DA breakdown found during file review
by Linda Lewis. We offer the following responses based on information provided to
N&T pertaining to the previously approved design.
i. Lot # 1004 was added to both Ponds 1 & 2 inventories.
ii. Lot # 909 was added to Pond #5 inventory
iii. Pond #6 inventory was updated to include Lots 37,312, and 93L-122L.
NCBELS License C-3641

Ms. Linda Lewis
The Hamptons at Brunswick Plantation
NT# 14027
June 2, 2015
Page 2
iv. Pond #S inventory was updated to reflect the correct header information.
*All inventories have been updated based on comments provided below and
aforementioned cross referencing of previously provided DA breakdown. All inventories
now include subtotals and totals for ease of use.
c. Pond #1 inventory has been reviewed and corrected.
d. Pond #2 inventory has been updated to include Lot #1004. There is no Lot # 1005
identified within Pond/DA #2; as such there is no inventory accounting for its BUA.
e. Pond #3 inventory has been reviewed and corrected.
f. Pond #4 inventory has been reviewed and corrected. Building & Lot inventory is listed
in the notes at the bottom of the permit application basin information sheet.
g. Pond #6 inventory has been reviewed and corrected.
4. We have notified our client that there are still two outstanding pond certifications (#1 and
#4) as previously requested in your notice of inspection letter from January 27, 2014.
These certifications will be provided by others since N&T was not contracted to perform
said inspections and certifications.
Enclosed are two (2) sets of revised plans for your review and approval. Please contact us
should you have any further questions or comments.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
K. Bland,
JKBlneh
14027 06-02-15-s-sw response-Itr
cc: Mr. Mason H. Anderson 1 Caw Caw Land Corporation
,PC FEN
JUN 0 6 2015
BY.

Lewis,Linda
From: Jody Bland <[e-mail]>
Sent: Tuesday, June 02, 2015 3:00 PM
To: [e-mail]
Cc: Phil Norris; Lewis,Linda
Subject: FW: The Hamptons at Brunswick Plantation SW8 031026
Attachments: 2015 05 addinfo 031026.pdf
Mr. Anderson,
We are packaging & sending a response package to Mr. Lewis for the above subject project. In item #4 of the attached comment letter,
she indicates a need for Designer's Certifications for Pond #1 & Pond #4. These items were originally requested in a NOI-notice of
inspection letter dated January 27, 2014. These items should have been provided by Houston & Associates. if you wish N&T to perform
these certifications then we will need survey & outlet structure information for each pond so we may compare as -built results with the
original design drawings. Please be aware that Mrs. Lewis cannot issue the NCDENR permit update without the items of the NOI being
satisfied. Feel free to contact either Phil or myself if you have any questions.
Thanks,
Joseph Uody) K. Bland, P.E.
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis
Date: Thursday, May 14, 2015 at 6:32 PM
To: Jody Bland
Cc: "Mason Anderson ([e-mail])"
Subject: The Hamptons at Brunswick Plantation SW8 031026
Jody- please see my review comments for The Hamptons, attached. Sorry about the length, but I wanted to cover
everything.
Linda
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

A
Lewis,Linda
aC�L/info
From:
Lewis,Linda
Sent:
Thursday, May 14, 2015 6:32 PM
To:
'Jody Bland'
Cc:
Mason Anderson ([e-mail])
Subject:
The Hamptons at Brunswick Plantation SW8 031026
Attachments:
2015 05 addinfo 031026.pdf
Jody- please see my review comments for The Hamptons, attached. Sorry about the length, but I wanted to cover
everything.
Linda

May 14, 2015
Mason Anderson, President
Caw Caw Land Corporation
380 Brunswick Drive
Calabash, NC 28467
Subject: Request for Additional Information
Stormwater Project No. SW8 031026 Mod.
The Hamptons at Brunswick Plantation
Brunswick County
Dear Mr. Anderson:
The Wilmington Regional Office received previously requested information regarding the
modified State Stormwater Management Permit Application for The Hamptons at Brunswick
Plantation on April 1, 2015..A preliminary in-depth review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
The name of the receiving stream is Cawcaw Swamp. The schedule of classifications
has no stream identified as Caw Caw Canal. I've made that adjustment on the
application.
2. 02H. 1 003(g)(5) and 02H.1005(d) - Delineate all relevant boundaries including drainage
areas, SHWT, coastal wetlands, property/project boundaries and drainage easements.
Coastal wetlands above the mean high waterline must be excluded from the project
area prior to calculating density. The revised drainage area map appears to contain a
few errors:
a. Drainage Area "E" was previously approved as "offsite" drainage to Pond #4. This
latest map suggests that it is now part of DA 1. Is that correct? If so, you will need to
provide revised pond calculations for DA 1 and adjust the application information for
DA 1. If Offsite Area "E" will remain offsite to Pond #4, then please update the
application form to list the offsite drainage area as 236,967 sf'(5.44 acres) and revise
the onsite drainage area back to 3,793,079 sf.
b. The summary of the proposed built -upon area on the DA I Master plan needs to be
corrected:
i. Several lot numbers are missing within the "Phase 2 Small tots" category. Based
on the DA map, the lots in this category should be 1-91, 143-232, and 970-990
for a total of 202 lots.
ii. The lots in the "Phase 1 Large Lots" category should be 441-480. The summary
currently shows Lots 444-480.
c. The previously approved drainage area for Pond #3 was 1,759,223 sf, but this
modification proposes 1,175,223 sf. This appears to be a typo based on the fact that
the percent impervious remained the same despite the apparent loss of 584,000 sf of
drainage area.
d. The "Buildings" total fisted on the application for DA 6 is only 82,501 sf. This also
appears to be a typo based on the fact that there are quite a number of lots in DA 6
and the previous permit allowed 829,501 sf for buildings.

Mr. Anderson
May 14, 2015
Stormwater Application No. SW8 031026 Mod.
3. 02H. 1 003(g)(7) — Provide technical information showing final numbers, calculations,
assumptions, drawings and procedures associated with the stormwater management
measures including but not limited to: Built -upon area, runoff coefficients, runoff volume,
runoff depth, flow routing, inlet and outlet configuration (if applicable), and other
applicable information as specified.
a. It appears that there are 492 lots now, not 491. Please revise and resubmit any
documents that refer to 491 lots.
b. The "Lot BUA Inventory" for each pond is missing a few lots. Please assure that the
BUA listed on the application includes the missing lots:
i. Pond #1 and Pond #2 are missing Lot 1004.
ii. Pond #5 is missing Lot 909.
iii. Pond #6 is missing Lot 37, Lot 31 L and Lots 93L-122L.
iv. There are 2 inventories labeled for Pond #1, but the lot numbers for the last
listing appear to be for Pond #8. Although Lot 37 has been accounted for in DA
8, the DA map says Lot 37 is located DA 6.
c. The Lot BUA Inventory for Pond #1 (without the missing Lot 1004) adds up to
359,000 sf, but the application only lists 358,000 sf.
d. The Lot BUA Inventory for Pond #2 (without the missing Lot 1004) adds up to
146,000 sf, but the application lists 150,000 sf. Will 4,000 sf of Lot 1005 be
accounted for in Pond #2?
e. The Lot BUA Inventory for Pond #3 adds up to 155,000 sf, but the application only
lists 149,000 sf.
f. The Lot BUA Inventory for Pond #4 adds up to 852,000 sf. If you add in the Amenity
Building at 8,385 sf, this is a total building BUA of 860,385 sf, but the application only
reports 857,385 sf.
g. The Lot BUA Inventory for Pond #6 adds up to 847,500 sf after accounting for the 32
missing lots, but the application reports 829,501 sf.
4. The Designer's Certifications for Ponds 1 and 4, which were requested on January 27,
2014, have not been submitted
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
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 June 15 2015 or the
application will be returned as incomplete. The return of a project will necessitate resubmission
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. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at linda.lewisR_ncdenr._qov_.-
Page 2 of 3

Mr. Anderson
' May 14, 2015
Stormwater Application No. SW8 031026 Mod.
Sincerely;
Linda Lewis, E.I.
Environmental Engineer III
GDSlarl: II1Stormwater\Permits & Projects120031031026 HD12015 05 addinfo 031026
cc: Jody Bland, P.E., Norris & Tunstall
Jay Houston, P.E., Houston & Associates (for PE Certs only)
Wilmington Regional Office Stormwater File
Page 3 of 3

Project Name:
Project Location:
Completeness Review Checklist
__ __4_
Received Date:
Accepted Date:
Rules) El2008 Coastal El1995 Coastal ❑Phase II (WiRO } ED Universal 01988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): D 310')c PE Cert on File?
Density: HD or LD Type: Commercial or Residential rNCG:
%: OK?) Stream Class: ❑SA Map ElOffsiteto SW8
Subdivided?: Subdivision or Side Lot I MORW Map Exempt
Paperwork Emailed Engineer on:
❑Supplement(s) (1 original per BMP) BMP Type(s)/
F-1O&M with correct/original signatures (1 original per BMP
w
❑Application with correct/origina signatures
Corp or LLC: Sig. Auth. per_SoS or letter
05 (within 5mo)
❑Soils Report with SHWT Ukl#j
1T '
Calculations (signed/sealed)
E]No obvious errors
Density includes common areas, etc
VVV
❑Deed Restrictions, if subdivided:
xcept LS/VFS and swales)
Deed
Email Address: Design Engineer
Email Address: Owner
Note to Reviewer:
t Is
Signed &Notarized
Correct Template (Comm/Res & HD/LD) or Dec. Covenants & Rest.
Plans
❑2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
GradingWetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
ElLegend �DA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report 1:1PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
rermitteo vroposea: I rroposea: Nropo
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
. ~e

DEMLR USE ONLY
ate Received Fee Paid (express only)
p Permit/N'uJmber
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8 031026 MOD
2. Project Name:
ECEOV
3. Permit Holder's name (specify the name of the corporation, individual, etc.): SEP 2 9 2014
Caw Caw Land Corporation By.
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Mason H. Anderson. President
5. Mailing Address for person listed in item 2 above:
C":Calabash
Phone: (910 ) 845-6900
Email:N/a
[I. PLAN REVISION INFORMATION
State:NC Zip:28467
Fax: ( ) N/A
1. Summarize the plan revision proposed (attach additional pages if needed):
Construction of permitted Ameni Area,_construction of Phase II road and lots additional lots to be added.
Lot area will reduce permitted multifamily area and multifamily impervious allocation.
1II. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
VI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 3) Mason 11._ Anderson
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to the best of my knowlvlge,,Yurrect and complete.
Signature: ! ''h+ Date:
Plan ReviYon Form Rev. Oct. 31, 2013

Lewis,Linda
From: ' Lewis,Linda
Sent: Wednesday, March 11, 2015 4:35 PM
To: 'Jody Bland'
Cc: Phil Norris; [e-mail]; Mason Anderson
Subject: RE: Correction for The Hamptons SW8 031026
I don't know without going through it all again and right now, I'm a little pressed for time. I'd just review all the previous
emails and make sure everything's been addressed. In skimming those emails, there are issues with:
1. Drainage area
2. Lot numbering
3. Pond designs (BUA being increased with the DA)
4. The total number of lots
5. Future areas that are really offsite areas
6. Whether subsequent changes should be permitted as offsites or approved as plan revisions. if the HOA will
ultimately get this permit, then I suggest that any areas of the project that will not be transferred to the HOA
should get an offsite permit.
7. Whether the 45690 sf BUA allocation for the Amenity Center includes the future parking lot
8. Nailing down the amount of future BUA for Pond 4.
9. Verifying BUA on the lots that are already developed, especially for the "BIG" house.
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Wednesday, March 11, 2015 2:25 PM
To: Lewis,Linda
Cc: Phil Norris; [e-mail]; Mason Anderson
Subject: Re: Correction for The Hamptons SW8 031026
Hi Linda,
t hope this email finds you well.
We have finally received the updated Master Plan and I am currently working through the comments you had provided below. I
understand that this is a tough file to review & we are cleaning it up. I have compiled a list of "items of need based" on several emailed
sets comments below. Please review my synopsis and add anything I may have missed.
• Provide updated Master Plan
+ Revise N&T drawings & DA map to reflect updated lot numbering from above
• Review & Revise Deed restrictions as needed to coincide with updated Master Plan
o Owner to verify that currently installed impervious (houses) meet permitted BUA allotment
o Need comments from Owner as to how BUA allotment for "BIG" house were apportioned
• Review/ revise, as necessary, Ponds #1 & #4 for use of & reduction of future BUA allocation
• Review/ revise, as necessary, Pond #2 for newly added lot if SUA allocation exceeds previously proposed roadway
• Provide pertinent permit modification information (permit application, pond supplements, etc) based on above information
• Provide permit modification fee
• Provide Lot # - BUA inventory table per pond drainage area
• Verify/ update Owner address

Regarding original permit intent of filing "offsite permits" for Amenity Area & Future Multi -Family area; we will confirm with Owner but it
is our understanding that the intent is for the Amenity Area as well as any common areas to eventually be turned over to POA for
ownership and maintenance. I believe that the same would hold true for any future Multi -Family areas but we will confirm.
Please comment on anything I may have missed.
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TUNSTALL
CONSUUHNG ENGINEERS BC.
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
ibland(c�nteneineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis <[e-mail]>
Date: Tuesday, January 27, 2015 at 9:31 AM
To: Jody Bland <[e-mail]>
Cc: Phil Norris <[e-mail]>
Subject: RE: Correction for The Hamptons SW8 031026
Thank Jody. I drove out there last week to inspect. The pond slopes look OK. I didn't see the outlet structures.
I saw that MONSTER house off Balfour Drive almost finished. WOW! That probably took up at least 3 lots — you might
want to verify how the developer allocated their BUA to that owner and make sure it will be under the permitted
maximum per lot multiplied by however many lots they own.
Linda
From: Jody Bland[mailto:jbland(a�ntengineers.com]
Sent: Monday, January 26, 2015 10:36 AM
To: Lewis,Linda
Cc: Phil Norris
Subject: Re: Correction for The Hamptons SW8 031026
Hi Linda,
We have been discussing Master Plan issues with surveyor & original design engineer. We are attempting to set up
a big meeting with all parties to get issues resolved. I will let you know what we determine once we have our
meeting. I wanted to keep you in the loop so you would know we are working on it.... I just don't want to have our
package returned for no response. I appreciate all your help.
Thanks,
Joseph (Jody) K. Bland, P.E.

NORRIS & TUNSTALL
CONSUIXING ENGINEERS P.C. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis <[e-mail]>
Date: Tuesday, January 20, 2015 at 1:07 PM
To: Jody Bland <[e-mail]>
Subject: RE: Correction for The Hamptons SW8 031026
Jody- yes that looks like the same map. You can see that the lot numbers you wanted to use for the 13 new lots on
Oglethorpe already exist on N. Balfour.
Thanks.
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Tuesday, January 20, 2015 10:30 AM
To: Lewis,Linda; Ricky Tompkins
Cc: Phil Norris; Scott, Georgette
Subject: Re: Correction for The Hamptons SW8 031026
Ricky,
Attached is the most current Master Plan that we found when we performed NCDENR file review. This map is the map that
Mrs. Lewis is referring to regarding her lot numbering comments. Please review & lets verify that lots are being recorded
according to the Master Plan submitted to NCDENR for original permit.
Linda,
Please confirm we are both referencing the same Master Plan you reference in your comments below. Mr. Tompkins is
working with original Engineer to obtain Master Plan and update it accordingly. Thanks for the help.
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS & TUNSTALL
-� CON5ucrING ENGINEERS P.C.

1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
jbland@ntent;ineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis <[e-mail]>
Date: Wednesday, January 7, 2015 at 12:23 PM
To: Jody Bland <[e-mail]>
Cc: Phil Norris <[e-mail]>, Georgette Scott <[e-mail]>
Subject: RE: Correction for The Hamptons SW8 031026
Jody:
Thanks for being so understanding. It seems like every time I look at this plan, I see something new that I didn't see
before.
I think you are adding a total of 14 new lots. I just noticed Lot #1004 is situated between Lots 844 and 894 in the Pond
#2 drainage area and takes the place of the previously permitted Fordham Road that is being removed as part of this
plan revision. So for Pond #2, you're removing some road, adding a new lot, and adding sidewalk. Please breakdown the
lot BUA, road BUA and sidewalk BUA totals for Pond #2 and if there is a net increase in BUA as a result of these changes,
you will need to evaluate Pond #2 as part of this plan revision.
Regarding the master plan and lot numbers, I've got an approved phase map in the file with different lot numbers. The
lots numbered as 1-20 on the DA map are numbered 989-970 on the phase map. You've started your numbering from
the lot across from the amenity center (i.e., Lot #1 on the DA map) as #970, but the phase map shows lot #989 as the lot
across from the Amenity Center (i.e., Lot #1 on the DA map). You've just reversed the numbering, but you skipped over
Lot #988. Is there a reason why Lot #988 was skipped? If there is no lot 988, then the deed restrictions will need to be
amended to eliminate reference to 988 and the lot count in the permit will need to be adjusted. If lot 988 has not been
created elsewhere, may I suggest that you renumber your lots to include 988?
This permit currently covers a maximum of 478 lots. Lot numbers 992-1004 are currently permitted along North Balfour
Drive within the Pond #6 drainage area. By duplicating these same numbers for the 12 new lots on the east side of
Oglethorpe in the Pond #4 drainage area, you are introducing an element of confusion that can only be resolved by an
updated lot number and drainage area map. If the number of lots in DA #6 is to remain as currently permitted, then this
permit will have to be modified to add all the new lots (total of 14) .
If I have to add 14 lots to the permit, then I believe this plus all the other changes requires a modification rather than a
plan revision. Although you are using future allocation to cover the BUA being assigned to the new lots that drain to
Pond #1 and #4, this revision will also affect Pond #2 and will have to be evaluated. Please provide a signed permit
application, $505 fee, revised pond calculations for Ponds 1 & 2, revised pond supplements where necessary, a revised
DA map and a revised lot number map. Please note that Pond 1 has a future BUA allocation which you may draw from

to cover any added BUA, but Pond 2 has no future allocation. Any net increase of BUA will require new calculations to
demonstrate that Pond 2 is adequately sized.
Thanks,
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Wednesday, January 07, 2015 9:45 AM
To: Lewis,Linda
Cc: Phil Norris
Subject: Re: Correction for The Hamptons 5W8 031026
Thanks Linda,
Its no problem. We will review your comments and provide updates accordingly.
Regarding the Master Plan lot numbering, we were not the original firm that performed the design for this project and
unfortunately we do not have digital copies of the Master Plan. We will contact the surveyor providing us with all the data
since he has been involved since the beginning to see if he has a copy of the Master Plan we can update. if he does not then
the owner will have to request a CAD file from the original engineering firm. We will provide the requested updated Master
Plan ASAP.
Thanks,
Joseph (Jody) K. Bland, P.E.
NORRIS, & TUNSTALL
CONSUMING ENGINEEILS P.C.
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
jbland@ntent;ineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis <[e-mail]>
Date: Wednesday, January 7, 2015 at 9:25 AM
To: Jody Bland <[e-mail]>
Subject: FW: Correction for The Hamptons SW8 031026
Jody- I'm sorry for all these emails, but I've got to make yet one more correction. The 5,000 sf BUA on the original 20 lots
on Oglethorpe was split up with a portion draining to Pond #4 and the remainder to Pond #1. All 5000 sf for Lots 1, 2 and
3 drains to Pond #4. After that, the split varies for Lots 4-20 as follows:

Pond #1
Pond #4
Lot 4
3000
2000
Lots 5 -17
4000
1000
Lots 18-19
3000
2000
Lot20
1000
4000
Thanks,
Linda
From: Lewis,Linda
Sent: Wednesday, January 07, 2015 9:14 AM
To: 'Jody Bland'
Subject: FW: Correction for The Hamptons SW8 031026
One more thing — the permittee sent us a letter in January 2014 indicating that their mailing address was 380 Brunswick
Drive, Calabash. We have updated our database with this new address. The plan revision application you provided still
reports the old mailing address of PO Box 4969. Please confirm which mailing address is correct with Mr. Mason
Anderson and let us know.
I'd like to start working on the lot numbers for each pond. Do you have the updated lot numbers for me?
Mr. Anderson declined to provide an email address, so if you would be so kind as to forward these emails to him, I
would appreciate it. Otherwise, I will print out and send these emails to him via USPS.
Thanks.
From: Lewis,Linda
Sent: Tuesday, January 06, 2015 6:23 PM
To: 'Jody Bland'
Subject: FW: Correction for The Hamptons SW8 031026
Sorry -- I saw an error that I had to correct. See text in RED below:
From: Lewis,Linda
Sent: Tuesday, January 06, 2015 6:11 PM
To: 'Jody Bland'
Subject: The Hamptons SW8 031026
Jody
A couple of additional observations regarding this plan revision:
It appears that the lot numbering has been changed. In order to keep up with the total number of lots and which
lots drain to what pond, please provide a revised overall, subdivision plat with the correct lot numbers shown. I'd
like to add a chart to the permit that lists the lots by number within each pond drainage area with their max.
permitted BUA limit and the BUA split between different drainage areas. I'm using the current approved DA map
to count up the lots. For example. Lot 93 is limited to a maximum BUA of 7500, of which 4,000 drains to Pond #4
and 3500 drains to Pond #6. It has been my experience that where an undeveloped lot could drain to 2 different
drainage areas, depending on how it's graded and where the driveway is located, it's safest to double -count the
BUA in both drainage areas. Lots that straddle 2 drainage areas need additional review by the developer to
assure that the correct BUA split amounts have been directed to the correct pond. If the lot BUA has been
double -counted, the developer doesn't have to worry about an accurate split, since it doesn't matter.

2. As previously requested, you will need to provide a new drainage area map which clearly shows the Amenity
Center and the 13 new lots within the drainage area of Pond #4. You can report the new lot numbers on the
revised drainage area map, if you prefer.
3. In going through the file, it appears that the original intent of the permittee was to require the Amenity Center
and the Multi -family tracts to obtain a separate offsite permit when they developed instead of a plan revision.
It's important to consider utilizing offsite permits for those buildings or projects whose ownership will be
retained by the developer after the master permit is transferred to the HOA. By continuing to permit via plan
revisions, the developer may need to back out certain parts of the project in the future and get an offsite permit
before transferring the master permit to the HOA.
4. 1 apologize if I have already asked you this question, but does the 45690 sf BUA allocation for the Amenity
Center cover the future parking lot shown on the proposed plans? Can you provide a breakdown?
5. This last revision will add a total of 13 new lots. You've taken the existing permitted 20 lots (1-20 originally) on
the west side of Oglethorpe Drive and created 21 lots (970-991 now). Those 20 lots were assigned a maximum
BUA of 5000 sf in the original permit, but only 2000 sf for each lot was accounted for in the total 789,000 sf lot
BUA for Pond #4. The remaining 3,000 sf was accounted for in Pond #1. Will the added lot also direct 2000 sf to
Pond #4 and 3000 sf to Pond #1? If so, then Pond #1 will need to be evaluated as part of this plan revision for
this change. Pond #1 is currently permitted with a future BUA allocation of 29, 233 sf. All of the runoff from the
5,000 sf assigned to the 12 new lots added to the east side of Olgethorpe will drain to Pond #4.
Thanks
Linda Lewis
Environmental Engineer III
Division of Energy. Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext,
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be disclosed to
third parties.

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Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, January 06, 2015 6:23 PM
To: 'Jody Bland'
Subject: FW: Correction for The Hamptons SW8 031026
Sorry — I saw an error that I had to correct. See text in RED below:
From: Lewis,Linda
Sent: Tuesday, January 06, 2015 6:11 PM
To: 'Jody Bland'
Subject: The Hamptons SW8 031026
Jody
A couple of additional observations regarding this plan revision:
1. It appears that the lot numbering has been changed. In order to keep up with the total number of lots and which
lots drain to what pond, please provide a revised overall subdivision plat with the correct lot numbers shown. I'd
like to add a chart to the permit that lists the lots by number within each pond drainage area with their max.
permitted BUA limit and the BUA split between different drainage areas. I'm using the current approved DA map
to count up the lots. For example. Lot 93 is limited to a maximum BUA of 7500, of which 4,000 drains to Pond #4
and 3500 drains to Pond #6. It has been my experience that where an undeveloped lot could drain to 2 different
drainage areas, depending on how it's graded and where the driveway is located, it's safest to double -count the
BUA in both drainage areas. Lots that straddle 2 drainage areas need additional review by the developer to
assure that the correct BUA split amounts have been directed to the correct pond. If the lot BUA has been
double -counted, the developer doesn't have to worry about an accurate split, since it doesn't matter.
2. As previously requested, you will need to provide a new drainage area map which clearly shows the Amenity
Center and the 13 new lots within the drainage area of Pond #4. You can report the new lot numbers on the
revised drainage area map, if you prefer.
3. In going through the file, it appears that the original intent of the permittee was to require the Amenity Center
and the Multi -family tracts to obtain a separate offsite permit when they developed instead of a plan revision.
It's important to consider utilizing offsite permits for those buildings or projects whose ownership will be
retained by the developer after the master permit is transferred to the HOA. By continuing to permit via plan
revisions, the developer may need to back out certain parts of the project in the future and get an offsite permit
before transferring the master permit to the HOA.
4. 1 apologize if I have already asked you this question, but does the 45690 sf BUA allocation for the Amenity
Center cover the future parking lot shown on the proposed plans? Can you provide a breakdown?
5. This last revision will add a total of 13 new lots. You've taken the existing permitted 20 lots (1-20 originally) on
the west side of Oglethorpe Drive and created 21 lots (970-991 now). Those 20 lots were assigned a maximum
BUA of 5000 sf in the original permit, but only 2000 sf for each lot was accounted for in the total 789,000 sf lot
BUA for Pond #4. The remaining 3,000 sf was accounted for in Pond #1. Will the added lot also direct 2000 sf to
Pond #4 and 3000 sf to Pond #1? If so, then Pond #1 will need to be evaluated as part of this plan revision for
this change. Pond 91 is currently permitted with a future BUA allocation of 29, 233 sf. All of the runoff from the
5,000 sf assigned to the 12 new lots added to the east side of Olgethorpe will drain to Pond #4.
Thanks.
Linda Lewis
Environmental Engineer III

Lewis,Linda
From: i Lewis,Linda
Sent: Tuesday, January 06, 2015 6:11 PM
To: 'Jody Bland'
Subject: The Hamptons SW8 031026
Jody:
A couple of additional observations regarding this plan revision:
1. It appears that the lot numbering has been changed. In order to keep up with the total number of lots and which
lots drain to what pond, please provide a revised overall subdivision plat with the correct lot numbers shown. I'd
like to add a chart to the permit that lists the lots by number within each pond drainage area with their max.
permitted BUA limit and the BUA split between different drainage areas. I'm using the current approved DA map
to count up the lots. For example. Lot 93 is limited to a maximum BUA of 7500, of which 4,000 drains to Pond #4
and 3500 drains to Pond #6. It has been my experience that where an undeveloped lot could drain to 2 different
drainage areas, depending on how it's graded and where the driveway is located, it's safest to double -count the
BUA in both drainage areas. Lots that straddle 2 drainage areas need additional review by the developer to
assure that the correct BUA split amounts have been directed to the correct pond. If the lot BUA has been
double -counted, the developer doesn't have to worry about an accurate split, since it doesn't matter.
2. As previously requested, you will need to provide a new drainage area map which clearly shows the Amenity
Center and the 13 new lots within the drainage area of Pond #4. You can report the new lot numbers on the
revised drainage area map, if you prefer.
3. In going through the file, it appears that the original intent of the permittee was to require the Amenity Center
and the Multi -family tracts to obtain a separate offsite permit when they developed instead of a plan revision.
It's important to consider utilizing offsite permits for those buildings or projects whose ownership will be
retained by the developer after the master permit is transferred to the HOA. By continuing to permit via plan
revisions, the developer may need to back out certain parts of the project in the future and get an offsite permit
before transferring the master permit to the HOA.
4. 1 apologize if I have already asked you this question, but does the 45690 sf BUA allocation for the Amenity
Center cover the future parking lot shown on the proposed plans? Can you provide a breakdown?
5. This last revision will add a total of 13 new lots. You've taken the existing permitted 20 lots (1-20 originally) on
the west side of Oglethorpe Drive and created 21 lots (970-991 now). Those 20 lots were already counted at
5000 sf in the original 789,000 lot BUA for Pond #4. By subdividing another lot out of the original 20, plus adding
the 12 on the east side of Oglethorpe (992-1003), you will effectively direct 13 x 5000 sf of additional runoff into
DA #4.
Thanks.
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext,
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, December 18, 2014 3:45 PM
To: 'Jody Bland'
Subject: RE: The Hamptons Ph. 1 & 2 SW8 031026
Thanks Jody. I think we'll need an updated DA map to show this additional area as part of the 9.0441 acres within Tract B
that drains to pond 4 DA. In addition to the remaining future BLIA, the remaining future drainage area for Pond 4 will be
noted in the approval letter as now reduced to 9.0441— 8.35 = 0.694 acres.
I'll draft up the approval letter and run it by you for final confirmation.
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Thursday, December 18, 2014 2:53 PM
To: Lewis,Linda
Cc: Phil Norris
Subject: Re: The Hamptons Ph. 1 & 2 SW8 031026
Linda,
Total area for entire amenity parcel & proposed lots North of Oglethorpe Dr = 8.35 acres
Thanks,
Joseph (Jody) K. Bland, Y.E.
NORRIS & TUNSTALL
CONSUUI'ING ENGINEERS PC. —
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 j 910-287-5902 (F)
ibland@a?nteneineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis <[e-mail]>
Date: Thursday, December 18, 2014 at 1:28 PM
To: Jody Bland <[e-mail]>
Subject: RE: The Hamptons Ph. 1 & 2 SW8 031026

'Lewis,Linda
From: Lewis,Linda
Sent: Thursday, December 18, 2014 1:28 PM
To: 'Jody Bland'
Subject: RE: The Hamptons Ph. 1 & 2 SW8 031026
Hey Jody. I'm going through the permit and the drainage areas and I have more information, but I am more confused
now. I think part of my confusion is that there is no Multi -family Tract "A" shown on the approved DA map. There are
only Tracts B, C and E. Although the application indicates a 6,3309 acre BUA allocation for MF Tract "A", there is no
correlating Tract A on the DA map. I think MF area "A" must be located within Tract "B" on the DA map.
The calculations for Pond 4 contain a list of the total area and the total impervious area for each Basin I.D. number 400-
450 that correlates to the approved DA map. In that list is included a total DA (9,0441 acres) and a total BUA for Tract
"B" (6.3309 acres). The Amenity Area you want to add is located in Tract "B". As further explanation, please note that
the Pond 4 calculations include a total DA area for Tract B of 9.0441 acres which is 20% of the 45.226 acres that
comprises Tract B.
The 9.5359 acres listed on the application for Pond 4 as future is not exactly all future development. This number
includes 3.2050 acres of BUA associated with Tract E which was accounted for as offsite (from the backs of existing lots
in the developed Brunswick Plantation). That 3.2050 number represents the actual impervious area associated with
Tract E that is draining to Pond 4 and is not a "future" allocation that can be given away to another development. It
would have been much clearer if the total tract area of 5.4428 acres for Tract E had been listed on the application as
offsite rather than future. So as near as I can tell from all this research is that what us available as true future
development in Pond 4 is 6.3309 acres and that it is located in a 9.0441 acre piece of Tract B.
For your application then, the total drainage area within Tract B that drains to Pond 4 cannot exceed 9.0441 acres. What
is the project area acreage associated with the Amenity Center and the 12 lots?
The maximum future BUA allocation you have to work with is 275,774 sf. Accounting for the 60,000 sf for the 12 new
lots and the 45,690 sf for the Amenity Center, that leaves 170,084 sf for additional future BUA in the 9.0441 acre area of
Tract B draining to Pond 4. Agreed?
The 2008 approved plans only accounted for 20 lots along the south side of Oglethorpe Drive, numbered 1-20. Your new
plans show that there will now be 21 lots (970-991) in that same space, so you should probably account for 13 new lots
at 5000 sf instead of 12??
Linda
From: Jody Bland [mailto:[e-mail]]
Sent: Tuesday, December 16, 2014 8:35 AM
To: Lewis,Linda
Cc: Phil Norris
Subject: FW: The Hamptons Ph. 1 & 2 SW8 031026
Hi Linda,
I just wanted to inquire on the status of this revision review. Looking at my notes I see our last correspondence regarding this
project was that I provided you with a revision narrative by email on 11-5-14. Please advise

2014 10 addinfo 031026.txt
From: Lewis,Linda
Sent: Friday, October 31, 2014 11:27 AM
To: 'Jody Bland'
subject: The Hamptons Ph. 1 & 2 Sw8 031026
Jody:
I am reviewing the plan revision application for the subject project that the Division
received and
accepted on September 29, 2014. I have the following comments:
1. Please provide a detailed narrative of the proposed changes. The summarized
information on
the plan revision application is just not enough information to be able to determine the
extent
of the proposed changes or to approve them.
2. It appears that BUA limits will need to be revised. However, no detailed
information regarding
those BUA allocation changes was provided with the application and no revised deed
restriction
statement reflecting these changes was submitted.
3. How many new lots are being added?
4. Is the BUA for the Amenity Area, the Phase II roads and lots and the added lots,
being taken
from the future BUA allocations or switched out from the multi --family allocation?
Currently only
Ponds 1, 3 and 4 have future allocations. You will need to document where the BUA was
switched out and/or how much future BUA allocation you are using up for these proposed
changes and additions.
Please be prepared to submit a permit modification and the applicable $505.00 fee if
it's determined
that this is beyond the scope of a plan revision. The application did not provide an
email address for
Mason Anderson, so please be so kind as to forward this email to him.
Please provide the requested information prior to December 1, 2014, in order to continue
with the
review of this plan revision / modification.
Thanks.
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 cardinal Drive Ext.
wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina
Public Records Law and may
be disclosed to third parties.
Page 1

lewis,Linda
From: Jody Bland <[e-mail]>
Sent: Wednesday, November 05, 2014 12:28 PM
To: Lewis,Linda
Subject: Re: The Hamptons Ph. 1 & 2 SW8 031026
Hi Linda,
When we were contracted to provide design for this project we reviewed NCDENR files & made copies of plans & permit
information. Permit information that I reference in the project description below is from permit modification SW8 031026
found in the file dated 2-13-08. The corresponding plans were developed by Houston & Associates and were stamped as
received 10-3-07 & 2-8-08.
The proposed revision is as follows:
The Amenity Area & Multi -Family Tract A are both permitted to Pond #4.
o Amenity Area and Future MF are identified in overall permit heading as having a total impervious allocation
of 1,039,607sf/ 23.866Ac.
■ Pond #4 has a listed future allocation of 415,383sf/ 9.5359Ac. New Lots 992-1000 will reduce this
allocation by 60,000sf/ 1.377Ac (12lots x 5000sf/ tot). The Amenity area will further reduce this
allocation by 45,690sf/ 1.049Ac. The updated Future allotment will be 309,693sf/ 7.11Ac.
Construction of Oglethorpe Dr. was identified on plans as part of Phase 2 and is adjacent to both Amenity area and
Multi -family Tract A. It is accounted for in the Streets inventory line for Pond #4. (1 totaled all Street inventory lines
which = 16.66Ac which matches street inventory on plan sheet 1 of 1 stamped received on 2-8-08.)
o Previously planned lots along Oglethorpe Dr. adjacent to Ph1 stormwater pond 1 wiil drain to system as
previously designed and are inventoried in the Lots inventory line for Pond #1.
New lots along the North side of Oglethorpe Dr. will be cut out of Future Multi -Family Tract A & will utilize a small
portion of impervious allocation tipped for Multi -Family Tract A. This new section of lots will be numbered 970-1003.
Current permitted deed restrictions indicate that lots numbered 822-1170 have a 5000sf allotment:
o No modification to Deed Restriction is proposed.
Let me know if you any additional information.
Thanks,
Joseph (Jody) K. Bland, P.E.
NOBS & TUNSTALL
CONSULTING ENGINEERS P.C.
1429 Ash -Little River Rd Ash, NC 28420
910-287-5900 1 910-287-5902 (F)
jbland@ ntengineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating

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9
North Carolina Secretary of State
Page l of 2
North Carolina
a
Elaine F. Marshall D EPARTjV EW of THE
5ecmfary SECRETARY OF STATE
Fop Box 2M R"Qh. NO 2t6 O-M #949j607.200
Account Login Register
Date: 1 /22/2014
Click here to:
View Document Filings I Pile an Annual Report I
I Print a pre -populated Annual Report Form I Amend A Previous Annual Report �
Corporation Names
Name
Name Type
NC CAW CAW LAND
CORPORATION
LEGAL
Business Corporation Information
S OS I D:
0246860
Status:
Current -Active
Effective Date:
4/11 /1989
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
ANDERSON, MASON H
Office Address:
380 BRUNSWICK DRIVE NW
CALABASH NC 28467
Mailing Address:
PO BOX 4969
CALABASH NC 28467
Principal Office
Office Address:
380 BRUNSWICK DRIVE NW
CALABASH NC 28467
Mailing Address:
PO BOX 4969
CALABASH NC 28467
Officers/Company Officials
Title:
PRESIDENT
Name:
MASON H. ANDERSON
Business Address:
380 S. MIDDLETON DR.
CALABASH NC 28467
Title: SECRETARY
Name: GEORGE SLOANE
Business Address: 16 CAUSEWAY DR.
OCEAN ISLE BEACH NC 28469
Title: TREASURER
Name: JIMMY MCLAMB
Business Address: 800 MCLAMS ROAD NW
CALABASAS CA 28467
Stock
http://www.seeretary.state.nc.us/corporations/Corp.aspx?Pitemld=4682619 1 /22/2014

North Carolina Secretary of State
Page 2 of 2
Class
Shares
No Par Value
Par Value
COMMON CLASS A
25000
YES
NIA
COMMON CLASS S
25000
YES
NIA
COMMON CLASS M
25000
YES
NIA
COMMON CLASS MC
25000
YES
NIA
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2222
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4682619 1 /22/2014

SOSID: 11246860
CD-479 (42) Date Filed: 6/21/2012 1.07:00 PA1
Business Corporation Annual R Elaine F. Niarshall
,12e'•i t
North Carolina Secretary of State
Name of Business Corporation: CAW CAW LAND CORPORATION
2012 191 00
Secretary of State ID: 0246860 State of Formation: NC Fiscal Year Ending: 12 31 11
t hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NCGS 55-16-22) has not changed and is therefore complete.
Section A: Registered Agent's Information
1. Name of Registered Agent: MASON H ANDERSON
2. Signature of the New Registered Agent:
3. Registered Office Street Address & County
380 BRUNSWICK DRIVE NW
BRUNSWIC CALABASH NC 28467
Section B: Principal Office Information
(Signature constitutes consent to the appointment)
4. Registered Office Mailing Address
PO BOX 4969
CALABASH NC 28467
1. Description of Nature of Business: REAL ESTATE SALES/GOLF COURSE OPERATIONS
2. Principal Office Phone Number: 910-845-6900 3. Principal Office Email:
4. Principal Office Street Address & County 5. Principal Office Mailing Address
380 BRUNSWICK DRIVE NW PO BOX 4969
CALABASH NC 28467 CALABASH NC 28467
Section C: Offlcers (Enter additional Officers in Section E.)
Name: MASON H ANDERSON Name: JIMMY MCLAMB Name: GEORGE SLOANE
Title: PRESIDENT Title. TREASURER Title: SECRETARY
Address: 380 S. MIDDLETO Address: 800 MCLAMB ROAD Address: 16 CAUSEWAY DRI
CALABASH CALABASH OCEAN ISLE BEACH
NC 28467 NC 28467 NC 28469
irety by a person/business entity.
41�610/ r
Date
PRESIDENT
Title

North Carolina Secretary of State
Page 1 of 1
t °rf
North CaroQna
Elaine F. Marshall
ivk�►.
DEPARY'MEN T' of THE
SecmfarY
SECRETARY OF STATE
'y
K E*x2SM FUlBigh.NC276MM [phone]
Account Login Register
Date: 1 /22/2014
Click here to:
View Document Filings I File an Annual Report
J Print a pre -populated Annual Report Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC CHANNEL SIDE CORP. LEGAL
Business Corporation Information
SOSID:
0189686
Status:
Current -Active
Effective Date:
5/30/1986
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
ADM REVIEW
Registered Agent
Agent Name:
ANDERSON, MASON H.
Office Address:
380 SOUTH MIDDLETON DRIVE NW
CALABASH NC 28467
Mailing Address: 380 SOUTH MIDDLETON DRIVE NW
CALABASH NC 28467
Principal Office
Office Address: 380 SOUTH MIDDLETON DRIVE NW
CALABASH NC 28467
Mailing Address:
380 SOUTH MIDDLETON DRIVE NW
CALABASH NC 28467
Officers/Company Officials
Title:
PRESIDENT
Name:
MASON ANDERSON
Business Address:
380 SOUTH MIDDLETON DRIVE NW
CALABASH NC 28467
Title: SECRETARY
Name: WILLIAM D BENTON
Business Address: 48 SCOTLAND STREET
OCEAN ISLE BEACH NC 28469
Stock
Class Shares No Par Value Par Value
COMMON 100000 YES NIA
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2222
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4585357 1 /22/2014

Mason H Anderson Phone and Address I Zabasearch.com Free People Search Page 1 of 1
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systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.
From: Linda Lewis <[e-mail]>
Date: Friday, October 31, 2014 at 10:27 AM
To: Jody Bland <[e-mail]>
Subject: The Hamptons Ph. 1 & 2 SW8 031026
Jody:
I am reviewing the plan revision application for the subject project that the Division received and accepted on
September 29, 2014. 1 have the following comments:
1. Please provide a detailed narrative of the proposed changes. The summarized information on the plan revision
application is just not enough information to be able to determine the extent of the propose_ d changes or to
approve them.
2. It appears that BUA limits will need to be revised. However, no detailed information regarding those BUA
allocation changes was provided with the application and no revised deed restriction statement reflecting these
changes was submitted.
3. How many new lots are being added?
4. Is the BUA for the Amenity Area, the Phase II roads and lots and the added lots, being taken from the future BUA
allocations or switched out from the multi -family allocation? Currently only Ponds 1, 3 and 4 have future
allocations. You will need to document where the BUA was switched out and/or how much future BUA
allocation you are using up for these proposed changes and additions.
Please be prepared to submit a permit modification and the applicable $505.00 fee if it's determined that this is beyond
the scope of a plan revision. The application did not provide an email address for Mason Anderson, so please be so kind
as to forward this email to him.
Please provide the requested information prior to December 1, 2014, in order to continue with the review of this plan
revision / modification.
Thanks.
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office -- 910-796-7215
Direct Line — 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

FX"
Lewis Linda ZG 1 4 to
From: Lewis,Linda
Sent: Friday, October 31, 2014 11:27 AM
To: 'Jody Bland'
Subject: The Hamptons Ph. 1 & 2 SW8 031026
Jody:
I am reviewing the plan revision application for the subject project that the Division received and accepted on
September 29, 2014. 1 have the following comments:
1. Please provide a detailed narrative of the proposed changes. The summarized information on the plan revision
application is just not enough information to be able to determine the extent of the proposed changes or to
approve them.
2. It appears that BUA limits will need to be revised. However, no -detailed information regarding those BUA
allocation changes was provided with the application and no revised deed restriction statement reflecting these
changes was submitted.
3. How many new lots are being added?
4. Is the BUA for the Amenity Area, the Phase II roads and lots and the added lots, being taken from the future BUA
allocations or switched out from the multi -family allocation? Currently only Ponds 1, 3 and 4 have future
allocations. You will need to document where the BUA was switched out and/or how much future BUA
allocation you are using up for these proposed changes and additions.
Please be prepared to submit a permit modification and the applicable $505.00 fee if it's determined that this is beyond
the scope of a plan revision. The application did not provide an email address for Mason Anderson, so please be so kind
as to forward this email to him.
Please provide the requested information prior to December 1, 2014, in order to continue with the review of this plan
revision / modification.
Thanks.
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
/ //� ],� - _ 3- ZUZZ of pk- rWOI
r YY

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, October 15, 2014 2:34 PM
To: '[e-mail]'
Subject: The Hamptons Phase I and II; Stormwater Permit SW8 031026
This is to confirm that the Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater
Section) received the Stormwater Permit Plan Revision Application on September 29, 2014. Your project will be assigned to
a staff' member and you will be notified if additional information is needed.
Since we do not have an email address for the applicant, please inform them of this update.
fa Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may besubject to the North Carolina Public Recordf Law and may be disclosed to third
parties

1
1. � � T
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Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, October 15, 2014 2:34 PM
To: '[e-mail]'
Subject: The Hamptons Phase I and ii; Stormwater Permit SW8 031026
This is to confirm that the Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater
Section) received the Stormwater Permit Plan Revision Application on September 29, 2014. Your project will be assigned to
a staff member and you will be notified if additional information is needed.
Since we do not have an email address for the applicant, please inform them of this update.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records La w and may be disclosed to third
parties '

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Project Name: �i Received Date: tZ.19
Project Location: Accepted Date: Z
Paperwork Emaifed Engineer on:
Supplement(s) (1 original per BMP) BMP Type(s):
EDO&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
MAIT-6 ication with correct/original signatures ClDeeds r�
Corp or LLC: 5ig-AAuth. per SoS or letter Email Address: Design Engineer
®$505 (within Smo) El � � J Email Address: Owner
®Soils Report with SHWT Cr Note to Reviewer:
Calculations (signed/sealed) cL 4" U 4ckCL--�
No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
Signed & Notarized
Plans
ets
Grading
®Vicinity Map
® Legend
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sfj
Res &
®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
®Layout (proposed BUA dimensions)
®DA Maps Project Boundaries
Wet Pond
IDSoils Report
SHWT--
PP:
Offsite
PE Cert for Master
Deed Rest for Master
BUA Permitted (Master).
BUA Proposed (Offsite):
Proposed: Proposed:
Lot #:
®Lot# Matches Master
sf
sf

NORRIS & TUNSTAL
. CONSULTING ENGINEERS P.C. —
902 Market Street
WI ington, NC 28401
[phone]
[phone]Fax
John S. Tunstafl, P.E.
September 24, 2014
Ms. Jo Casmer
NC Department of Environment & Natural Resources
Division of Energy, Mineral & Land Resources -- Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Revision Submittal
The Hamptons
Brunswick County, NC
N&T Project No. 14027
Dear Ms. Casmer:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Enclosed are two (2) sets of revised plans for the above referenced project and the
original Division of Water {duality Stormwater Management Permit Revision application
for your review and approval.
Please feel free to contact us with any questions or comments you may have. Thank
you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C. ECEIVE
; . ze� �— SEP 19
Joseph K. Bland, P. E. BY:
JKB/neh
14027 09-24-14-s-sw-revision-Itr
Enclosures
cc: Mr. Mason H. Anderson 1 Caw Caw Land Corporation
NCBF�S License C-3641

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
(9I0) 796-7215
FILE ACCESS RECORD
SECTION nz_ z -
TIME/DATE r // "'�-7_� -
NAME
REPRESENTING �%� : �• �% �/, �; r�J ,/ —
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to snaking public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
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advance to schedule an appointment to review the files. Ai Pointments will be scheduled
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appointment may view the files to the extent that time and staff supervision is available.
You must specify files you want to review by_ facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by cheek money order, or cash at the
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4. TILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be. taken from
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S. In accordance with General Statue 25-3-5I2, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAivffi
2 lam✓ l�
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ure and Name of Firm/Business Date
attach a business card to this form
COUNTY
Time In Time Out
ES MADE PAID INVOICE