SW8081207_Historical File_20130617

A*4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
June 17, 2013
John Atkinson, Jr., Manager
Reserve Development Co., LLC
P.O. Box 10879
Southport, NC 28461
Subject: State Stormwater Manaaemelrit Permit No. SW8 081207
The Signature Clubhouse at St. James Plantation
High Density Subdivision Wet Pond Project
Brunswick County
Dear Mr. Atkinson:
John E. Skvarla,III
Secretary
The Wilmington Regional Office received a complete, State Stormwater Management Permit
Application for The Signature Clubhouse at St. James Plantation on June 13, 2013. Staff
review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 081207 dated June 17, 2013, for the
construction, operation and maintenance of the BMP's and built -upon area associated with the
subject project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of Chapter 143 of
the General Statutes, which is current and valid at any point between January 1; 2008, and
December 31, 2010. The law extends the effective period of any stormwater permit that is 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 grants an extra year for a total of four
(4) years extension.
Accordingly, Stormwater Permit # SW8 081207 is in effective from the date of issuance until
December 30, 2021, which includes all available extensions. This permit shall be subject to the
conditions and limitations as specified therein. Please resubmit the renewal application and fee
at least 180 days prior to December 30, 2021, which would be June 30, 2021. A copy of the
Renewal Application can be obtained from the following website:
http://portal.ncdenr.orn/web/wo/ws/su/statesw/forms does.
Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of
ownership, transferring the permit, and renewing the permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed
restrictions, to transfer the permit, or to renew the permit, will result in future compliance
problems.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX 910,50-20041 DENR Assistance:1-B77-623-6748
Internet www.ncwaterqualky.org
e
o Caro ina
UllM Y
An Equal opportunity 1 Affirmative Action Employer

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, and 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 concerning this matter, please contact
Chris Baker, at [phone].
Sinc ly,
;?so Thomas A. Reeder, Acting Director
Division of Water Quality
GDS/csb: S:1WQS1Stormwater\Permits & Projects120081081207 HD12013 06 permit 081207
cc: Timothy Clinkscales, P. E., Paramounte Engineering, Inc.
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8081207
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
I; ; 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
John Atkinson, Jr. and Reserve Development Co., LLC
The Signature Clubhouse at St. James Plantation
NC 211 at Fairlawn Blvd inside the Reserve St. James Plantation, Southport, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance
with the �r %nio^s of Sessiam Law 2008 �11 uru 15A NWrA 2H .1000 (hereafter
separately and collectively referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until December 30, 2021 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 on page 3 of this permit. This permit is allowed
a maximum of 778,744 square feet of Built -Upon Area.
3. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed into the
permitted stormwater control systems. The wet ponds designated as pond #1
and Pond #2, have been designed to treat the runoff from 119,552 and 659,192
square feet of impervious area, respectively.
4. The maximum built -upon area allowed for the entire subdivision is 778,744
square feet.
5. A 50' wide vegetative buffer must be provided adjacent surface waters,
measured horizontally from and perpendicular to the normal pooi or impounded
structures, the banks of each side of streams and rivers and the mean high water
line of tidal waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8081207
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 # 1
Pond #2
a.
Drainage Area, acres:
7.03
25.22
Onsite, ft2:
305,924
1,098,654
Offsite, ft2:
N/A
NIA
b.
Total Impervious Surfaces, ft2:
119,552
659,192
Buildings, ft2:
9,720
1,300
Roads/Parking, ft2:
80,500
9,710
Sidewalks, ft2:
22,422
4,710
Pool:
6,910
0
Tennis Courts:
0
14,234
Future:
0
629,238
C.
Design Storm, inches:
1.5
1.5
d.
Average Pond Design Depth, feet:
6
4
e.
TSS removal efficiency:
90%
90%
f.
Permanent Pool Elevation, FMSL:
60
56
g.
Permanent Pool Surface Area ft2:
27,778
50,446
h.
Permitted Storage Volume, ft3:
16,451
81,112
i.
Temporary Storage Elevation, FMSL:
60.4
57.47
j.
Predevelopment 1 yr-24 hr discharge rate: 3.9 cfs
9.88 cfs
k.
Controlling Orifice:
2.5° 0 pipe
3.5" 0 pipe
I.
Orifice flowrate, cfs :
0.06 cfs
024 cfs
m.
Permanent Pool Volume, ft3:
144,279
261,946
n_
Forebay Volume ft3:
52,917
o.
Maximum Fountain Horsepower:
'/ HP
1 HP
p.
Receiving Stream / River Basin:
Beaver Dam Creek / Cape Fear River Basin
q.
Stream Index Number:
18-88-9-1 (0.5)
r.
Classification of Water Body:
"SC;SW;HQW"
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the
approved stormwater drainage system shown on the approved plans, unless and
until the Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for
compliance with the built -upon area limits, grading, and the storm drainage
system established by this permit, the permit documents, the approved plans,
and the recorded deed restrictions.
3. The permittee shall review all individual proposed and modified lot plans for
compliance with the conditions of this permit. The permittee shall not approve
any lot plans where the maximum allowed built -upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed
unless and until a permit modification has been approved by the Division.
4. The permittee shall notify any lot owner that is found to be in noncompliance with
the conditions of this permit in writing, and shall require timely resolution.
5. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director far 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8081207
6. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
7. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
8. All stormwater collection and treatment systems must be located in either public
rights -of -way or dedicated common areas or recorded easements. The final plats
for the project will be recorded showing all such required rights -of -way, common
area and easements, in accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at design condition. The approved Operation and Maintenance
Agreement must be followed in its entirety and maintenance must occur at the
scheduled intervals.
14. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8081207
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 081207, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area is 778,744 square feet. 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.
h. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters,
which drain to the pond or street, grading the lot to drain toward the street
or directly into the pond, or grading perimeter swales and directing them
ii itv uiV vo, %A �v, vtrvet.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to
surface waters, measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of each side of
streams and rivers and the mean high water line of tidal waters.
k. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the Stormwater
Rules is subject to enforcement procedures as set forth in G.S. 143,
Article 21.
I. If permeable pavement BUA credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The project and the stormwater facility must be in compliance with all
permit conditions. Any items not in compliance must be repaired, replaced or
restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8081207
18. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units; where the nozzle; pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in pond
#1 and pond #2 is 1/2 hp and 1 hp, respectively.
19. If permeable pavement BUA credit is desired, the permittee must submit a
request to modify this permit to incorporate such language as required by the
Division of Water Quality. The request to modify must include a proposed
amendment to the deed restrictions and protective covenants for the subdivision,
and a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit
modification, the individual lot owners that request to utilize permeable
pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of
the permeable pavement.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
At least 30 days prior to a change of ownership, or a name change of the
permittee or of the project, or a mailing address change, the permittee must
submit a completed and signed Name/Ownership Change form, to the Division of
Water Quality, accompanied by the supporting documentation as listed on the
form. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit. Neither the sale of
the project in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting the permitted stormwater
management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8081207
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. The permittee shall maintain a copy of
the permit, O&M Agreements, and the approved plans at all times.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.ai.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 17th day of June, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
far-mmas AjKeeaer, Acting uirector
Division of VTater Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8081207
The Singature Clubehouse at St. James Plantation Page 1 of 2
Stormwater Permit No. SW8 081207
Brunswick Coun
Designer's Certification
11 - _:._n--_-___,__._ _, 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
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8081207
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. Ail roof drains are located such that the runoff is directed into the systern.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
.11. The permitted amounts of surface area and/or volume have been
provided.
.12. Required drawdown devices are correctly sized per the approved plans.
.13. All required design depths are provided.
.14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
.15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9of9

MEMORY TRANSMISSION REPORT
TIME :06-18-2013 12:47
FAX NO.1
NAME
FILE NO.
110
DATE
06.18 12:45
TO
97916760
DOCUMENT PAGES
11
START TIME
.18 :45
END TIME
1 :47
PAGES SENT�/46.18
STATUS
OK
***SUCCESSFUL TX NOTICE***
Stan ar14ortb Carotins
D.part.nant or 7.nv1r meat and Natarat Masoareas
wnmt..gton iteelanat C lM-
l>oe rl(cCYolry� Governor 17'AX COVER S1St:EmIr _Yohn E.4rcrarta J'iI. Secretary
No_ Pages (cowl. cover): i
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Phone: f91 Al 796-7336
4;5;7 _ Pax: f9Y01 350-2004
127 Cfrdinal Drive 33W.e "—. Wilmi.Rx n, NC 2$405 v <910) 796-7215 a A l8qual Oppora.nity AY[Irxraative Action 1%gnployer

I'at McCrory, Governor
Date:
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
FAX COVER SHEET John E Skvarla III, Secretary
No. Pages (excl. cover):
To: GG/ �',�`« L� s From: Jo Casmer
Co: /���/,�G�d// Phone: [phone]
Fax: / �� Fax: [phone]
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127 Cardinal Drive Extension, Wilmington, NC 28405 0 [phone] o An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :06-18-2013 12:49
FAX NO.1
NAME
FILE NO.
109
DATE
06.18 12:39
TO
919104574713
DOCUMENT PAGES
11
START TIME
06.18 12:40
END TIME
06.18 12:49
PAGES SENT
0
STATUS
0050
*** F ILURE NOTICE***
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Seat,& orMo"h Ca*•olfna
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V(Wilmfngton Redlonal "dice
Pa9"c4n,-,V. Governor FAX GAVE$ 33EKZ7&T
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Phone: C2101 796-7336
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127 Cardin*] =1.1—. 8xtvnslon. Wilmin¢tc-. WO 2a405 a [phone] n An Sgesl Opport nity AtRrmadve a. -.•on 8—ploy—

State of North Carolina
(Department of Environment and Natural Resources
Wilmington Regional Office
.Pat 11IcCrory, Governor FAX COVER SHEET John E Sbarla III, Secretary
Date
To:
Co:
Fax:
Re:
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
le��101 41 �'- /-I- �el/ �
127 Cardinal Drive Extension, Wilmington, NC 28405 o [phone] o An Equal Opportunity Affirmative Action Employer

PARAMOUNTE
E N G I N E E R 1 N G. 1 N C.
5 9 1 1 1 OLEANDER DRIVE, SUITE 2 0 1
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
T. F. Ir IV F R n R T A A 'M C wR T ti+ •n A
To:
NCDENR-Land Quality Section
Date
6/13/13
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
St James Seaside Club
Express Review Submittal
Janet Russell/Chris Baker
Project No.
I 08142.PE
e are sending
Originals
®Prints
❑Shop Drawings
❑Calculations
he following iterns:1
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
Quantity Date Dwg. No. Description
2 Updated SW 101 and O&M Agreement
ssue Statusi ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
[Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
emarks.
Tim Ciinkscaies, P.E.,PLS
_.JUAL"14 ,9013

THE SIGNATURE CLUBHOUSE
AT ST. JAMES PLANTATION
BRUNSWICK COUNTY, NORTH CAROLINA
STORMWATER NARRATIVE
Prepared for:
RESERVE DEVELOPMENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT, NC 28461
Prepared by:
PARAMOUNTE
E N G 1 N e E R 1 N G, 1 N C,
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Project #08142.PE
April 2013
'� '• ,�3�1 f �cn
E V9d
BY,�

THE SIGNATURE CLUBHOUSE
AT ST. JAMES PLANTATION
BRUNSWICK COUNTY, NORTH CAROLINA
Project #08142.PE
Table of Contents
Design Narrative
Soils Map
USGS Map
Stormwater Calculations
E I ` E
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9

THE SIGNATURE CLUBHOUSE
AT ST. JAMES PLANTATION
BRUNSWICK COUNTY, NORTH CAROLINA
Project #08142.PE
DESIGN NARRATIVE
The Reserve Development Company, LLC previously permitted and developed the Club house
and recreational areas at the Signature Clubhouse within The Reserve at St. James
development. The Signature Clubhouse is located along Fairlawn Boulevard (please see
vicinity map on the cover page of the design plans). In order to accommodate future
development of the adjacent residential area the owner is proposing an enlarged pond for the
previously permitted pond 2. The pond labeled pond #1 is currently constructed and in use
for the phase 1 portion of the clubhouse. It is the client's desires to modify the permit and
reconstruct Pond 2 to serve the anticipated future developed area, the layout and details of the
future development area yet to be determined and the actual construction of that area will be
some time in the future. The area for future land use is 24 acres with 60% impervious coverage
for the drainage area.
The site currently drains to Beaver Dam Creek (SC; SW, HQW) within the Cape Fear River
Basin and according to the NRCS Soil Survey of Brunswick County the soil across the site
consists of Leon Fine Sand (Lo). The existing ground cover consists of poor brush.
Please find that the wet detention pond #2 has been redesigned to serve two drainage areas,
the previously permitted Signature Clubhouse recreational area and anticipated future
development. Impervious allocation for each area can be found within the design documents
and relevant permit applications. All stormwater runoff will be conveyed to the wet detention
pond by a storm drainage network where it will be treated and stored per NCDENR and
Brunswick County stormwater regulations.
An approved erosion control permit exists for the site BRUNS-2005-380 (07/06/05) and will be
modified as necessary to include any additional disturbed area but the clubhouse area is under
the current erosion permit and will be area to be disturbed and constructed.
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SOILS MAP
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USGS MAP
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STORMWATER CALCULATIONS
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BY:

Pond "2"
NC DENR Retention Calculation and Requirements
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
8-feet, a sw&,.cs area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3: 1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area
1098654.00 SgFt
Pond 72"
Impervious Drainage Area
659192.40
SgFt
Value from CAD
Impervious Cover
60.0
Impervious Cover=(impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface
56.0
FT
Value selected by designer
Average Depth of Permanent Pool
5.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
not 50.0
FT
(Bottom Elevation)=(Permanent Pool Surface
including 1' sediment storage
Elevation) -(Depth of Permanent Pool)
Impervious % TSS
Determin Required SAIDA by Interpolating
50
3.5
values from 90% SA-DA Ratio Table
known values
60
4.3
Required SAIDA Ratio for 90% TSS Removal
4.300
Interpolated value from above
Required Permanent Pool Surface Area
47,242
SF
Required Surface Area=(Required SAIDA
Ratio)*(Total Drainage Area)
50,456
Provided Permanent Pool Surface Area
SF
interpolated value from stage -storage
calculations
2: Determine the 1.5-inch
vVaInuoin, r%v u.5au IN/IN Rv=0.05+0.009*(%impervious)
Required 1.5" Runoff Volume (Volume of g1,025.7 CF 1.5" Runoff V0lume=1.5 inch*Rv*1 1oot/12
Temporary Pool) inch*(Total Drainage Area)
Total Volume at Overflow Elevation 81,112 CF Temporary Volume Provided at Pond Overflow
Elevation
I1.5" Runoff Volume Elevation 57.47 FT Value is interpolation based upon stage -storage
values. See stage -storage calculations
Value from stage -storage calculations
Volume Below Permanent Pool 261,946 CF (cumulative pond volume at permanent pool
elevation)
Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided
Total Pond Volume 261,946 CF Value from stage -storage calculations
Required Forebay Volume 52,389 CF Forebay Volume=(Total Pond Volume)*20%
Provided Forebay Volume:Total Pond Volume
20%
(Provided Forebay Volume)/(Total Pond
Step 4: Verify that time required to drawdown the 1.5-inch
runoff volume is
Volume)*100%
within 2 to 5 days
Diameter of Proposed Low -flow Orifice
4.000
IN
Value chosen by designer
Overflow elevation
57.47
FT
Value chosen by designer
(Total Elevation Head Above Orifice)=(Overflow
Total Elevation Head Above Orifice
1.47
FT
Elevation) -(Elevation of Permanent Pool
Surface)
Driving Head Above Orifice
0.5
FT
(Driving Head Above Orifice)=((Elevation at
Overflow Volume) -(Elevation of Permanent Pool
Cd, Coefficient of Discharge
0.60
Surface)1/3
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.29
CFS
Q=Cd*(Pi)*(Diameter of Orifice)*(1 it/12
Drawdown Time)=(1"Runoff Volume ,,�,/Q* 1
Drawdown Time for 1-inch Runoff 3,19 DAYS (_ _ _ _ _
! 0/2013
1..� 10F1
BY.

Pond "2"
Stage -Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond.
Pond side slope above Permanent Pool 3
0. F above and 0. F below Permanent Po( 10
Side Slope below planted shelf 3
incremental and cumulative storage of the wet detention pond per contour interval.
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Are
Volume (CF)
(CF)
56.0
L 50,456
0
0 Permanent Pool 47242.12 Req'd
56.5
55,048
26,376
26,376
56.75
55,757
13,851
40,227
57.0
56,465
27,878
54,255
57.47
57,822
26,858
81,112 -Treatment Volume 81025.73 Req'd
58.0
59,353
57,909
112,164
59.0
62,312
60,832
172,996
61.0
68,447
130,759
303,755
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
49.0
30,668
0
0 FBottorn Elev.
50.0
32,806
31,737
31,737
53.0
37,297
105,154
136,892
54.0
39,660
38,474
175,365
54.5
41,463
20,278
195,644
55.5
43,942
42,703
238,346
56.0
50,456
23,600
261,946 aPermanerrt Pool
56.5
55,048
26,376
288,322
57.0
56,465
27,878
316,200
58.0
59,353
57,909
374,109
59.0
8,673
34,013
408,122
61.0
10,050
18,723
426,845
Forebay Only (20% of Total Pond)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
49.0
6,134
0
0 Bottom Elev.
50.0
6,561
6,347
6,347
53.0
7,459
21,031
27,378
54.0
7.930
7,695
35,073
54.5
8,293
4,056
39,129
56.0
10,091
13,788
52,917 Forebay Volume
Average Pond Depth Calculation
10.25 x (1+ Abat shelf / Aperrn_pool)l + y(Abot shelf + Abot_pond) /3) x (Depth / Abot_shelf))
5.27 Avgerage Depth

Project Name: Seaside Club RAMO
Client: 81 James PA UNTE
Project Number: 8142 1. E N Q 1 N E E R 1 N 6. 1 N G.
Prepared By: RPB
Date: 5/30/13
Average Depth Calculation: (Option 2 per Errata) - Including Forebay
Pond #1
ABottom shelf =
43,942
Sf
ABottom Pond =
32,806
Sf
APerm Pool =
50,456
sf
Depth =
5.5
ft
davg =
5.27
ft
HIV

Project Name: The Signature Clubhouse
Client:
St. James
Project Number:
08142.PE
Prepared By:
JAR
Date:
5/30/13
L ,z IL vNTE
E N G 1 N E E R 1 N G. 1 N G.
Basin: DA #2 [PRE] Drainage area= 25.22 acres = 0.039 mil
Curve Number
HSG:
A
B
C
D
Sum
% of Basin
0.0
50.0
0.0
50.0 .
100.0
Land Use % of Basin
CN A
CN B
CN C
CN D
Weighted CN
Brush - Poor 100.0
48
67
77
83
75.00
Sum: 100.0
Sum: 75..00
Curve numbers taken from:
TR-55
Use: 75
= values input by user
= values calculated by spreadsheet
tgJ
VIO
BY:

Project Name: The Signature Clubhouse
Client St. James PARAMOUNT
Project Number. 08142.PE
Prepared By: JAR
Date: 5/30113
Basin: DA #2 [POSTS Drainage area= 25.22 acres = 0.039 mi`
Area Calculations
Land Use
Area (Ac.)
% of Basin
(Clubhouse Area)
Buildings
0.03
Sidewalks
0.11
Roads / Parking
0.22
Tennis Courts
0.33
Future Subdivision Area
14.45
Impervious (Total) =
15.13
60.0%
Open Space - Good
10.09
40.0%
Sum:
25.22
100%
BY:

Project Name:
The Signature Clubhouse
Client:
St. James
Project Number: 08142.PE
Prepared By.
CWM
Date:
5/30113
PARA'M'OUNTE
Basin: DA #2 [POST] Drainage area= 75.22 acres = 0.039 mil
Curve Number
HSG:
A
B
C
D
Sum
% of Basin
0.0
51.0
0.0
$0.0
100.0
Land Use % of Basin
CN A
CN B
CN C
CN D
Weighted CN
Impervious 54.7.
98
98
98
98
53.61
Open Space - Good 45.3
39
61
74
80
31.94
Sum: 100.0
Sum. 85.54
Curve numbers taken from:
TR-55
Use: 86
= values input by user
= values calculated by spreadsheet

'-OUTLETPIROTECTION DATE DESIGN PHASE
DESIGN 04/29/13. PRELIM
PR J NA ROJ NO CONSTR X_
The Signature Clubhouse REVISION
LOCATION RECORD
Brunswick Coun , NC JAR OTHER
IUNAL INFORMATION CHECKED(SPECIFY)
TC
Storm Outlet Structure
Pipe No.= 1 Discharge from Pond "2" Q10/Qfull = 1.00
Pipe Dia= 24 in VNfull - 1.14
Q10 = 16.00 cfs V 5.8 fps
Qfull = 16.00 cfs
Vfull = 5.09 fps
From Fig. 8.06.b.1
rro� s'
'y'rSt:' . •
E
La,LenoT
Mod Pond 2 Outlet Velocity Dissipator
Zone =®
D5o
= 8 in
DMAx
12 in
Riprap Class
= B
Apron Thickness
18 in
La, Apron Length
12.0 ft
A, Upstream Width = 3xDia
= 6 ft
W, Downstream Width
= 14 ft
E
7
6V: - -
PAGE 1 OF 1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2002-768 County: Brunswick U.S.G.S. Quad: Lockwoods Folly & Southport
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Pf operty owne :
The Reserve Deveioltment Company LLC
Address:
do John Atkinson, Jr.
PO Box 10879
Southport. NC 29461
Telephone No.:
21% 53-4739
Agent:
Kim_ Williams
Address:
LMG.Inc.
PO Box 2522
Wilmington. NC 2802
Telephone No.:
I910) 452-0001
Property description:
Size () 2400 Nearest Town Sou ort
Nearest Waterway Beaverdam Creek River Basin Cane Fear
USGS HUC 03030005 Coordinates N 33,9314 W 78.1250
Location description The tract is located near the town of St. Jame& between the ine* bridge to Oak Island and the
existing develORment of St. -James Plantation fanned-unitelo men on the south side of 211 So th
Brunswick Co'nty. North Carolina
DOM
Indicate Which of the FoHowina AR&:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent, of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative appeal Process ( Reference 33 CFR Part 331).
I.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWAx33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
Visuggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
nce verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on .Dune 9. 20Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification. _
Page 1 of 2 IV
•'y

Action ID: SAW-2002-768
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X Tue property is located in one of the 20 Coastal Counties subject to regulation under the coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ms. Kimberly Garvey Regulatory Specialist at (9101
251-4482 or kmberly LQarvev(4usace.armL.mil.
C. Basis For Determination
.•..w. aqua
determinationis based on information submitted by Land Mana Management Group Inc and a Qite visit by Kimberly
Garvey. of this oftice, on 7/11/07.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Kimberly Garvey, Project Manager,
Wilmington Regulatory Field Office
PO Box 1890
Wilmington, North Carolina 28403
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has-been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFAAform� ust be received at the abo a ress by Aug str t 9. 2008.
**It is not necessary to submit an
correspondence." ,
Corps Regulatory
Date dune 9. 2009
l
not object to the determination in this
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
htto://www.saw.usace a y mil/WETiANDS/index html to complete the survey online.
Copy furnished:
Chad Coburn, NCDENR IIWQ, 127 Cardinal Drive, Wilmington, NC 28405
Page 2 of 2
4,.i W
...... ..�. _ 0Y:

Applicant: The Reserve Development File Number: SAW-2002-768 Date: June 9, 2008
Company, LLC c/o John Atkinson, Jr.
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
LJ PROFFERED PERMIT Standard Permit or Letter of 'ssion B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELB41NARY JURISDICTIONAL DETERMINATION E
A: IMTIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, inchuding its terms and conditions, and approved jurisdictional determinations associated with the permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section H of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section H of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved. JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
ON%r- ` �"
Y .

E: PRELIMINARY JURISDICTIONAL DET 3RMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
--
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
District Engineer, Wilmington Regulatory Division, Mr. Mike Bell, Administrative Appeal Review Officer
Attn: Kimberly Garvey, Project Manager CESAD-ET-CO-R
Wilmington Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division
PO BOX 1890 60 Forsyth Street, Room 9M15
Wilmington, North Carolina 28402 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District. Engineer, Wilmington Regulatory Division, Attn: Kimberly Garvey, Project Manager,
Wilmington Regulatory Field Office, PO Boa 1890, Wilmington; North e'ar..linv 2Nn3
For Permit denials and Proffered Permits send this forme to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsy& Street, Room 9M15, Atlanta,
Georgia 30303-8801
NIECEIV`'
E 3 1 2,113

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John Skvarla
Governor Director Secretary
June 6, 2013
Norman Hash, Authorized Agent
Reserve Development Co., LLC
Post Office Box 10879
Southport,. NC 28461
Subject: Request for Additional Information
Stormwater Proect No. SW8 081207
The Signature Clubhouse at St. James Plantation
Brunswick County
Dear Mr. Hash:
The Wilmington Regional Office received a Stormwater Management Permit Application for The Signature
Clubhouse at St. James Plantation on May 31, 2013. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater review:
1. Norman Hash is not shown on the North Carolina Secretary of State's website filinq documents. The
latest filing dated November 15, 2012 lists only John Atkinson listed as a manager for said LLC. Provide
documentation that Norman Hash is authorized to sign state stormwater documentation or have an
authorized signing official sign the state stormwater permit application. Note an "Authorized Agent" does
not have signature authorization for North Carolina permit documents.
Please note that this request for additional information is in response to a partial, preliminary review. The
requested information should be received by this Office prior to June 14, 2013, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required Items, including the
application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new originals
must be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free
to call me at [phone] or email me at [e-mail].
Sincerely,
' 16
-V,
Chris Baker
Environmental Engineer II
GDSlcsb: S:1WQS1Stormwater\Permits & Projects120131081207 HD12013 06 addinfo 081207
cc: Timothy Clinkscales, P. E., Paramounte Engineering, Inc.
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwatemLolb.ora
An Equal OpportunitylAffirmative Action Employer
Nne
orthCarolina
AaAmilly

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:IWQSISTORMWATERIEXCELSPREADSHEETSIPOND1081207
PROJECT #: SW8
081207
REVIEWER:
c. baker
Initial Run Date
SM13
PROJECT NAME:
The Signature Clubhouse ® St. James
Last modified
06-)un-13
Receiving Stream:
Beaver Dam Creek
Class:
$G; SW; HQV
Drainage Basin:
Cape, Fear
Within 1/2 mile SA?
In
Site Area 32.25 acres
ODrainage Area 1098654.00 square feet DA Area 25.22 acres
Rules- "2008" or "Ph2" 2008
IMPERVIOUS AREAS - BUA Runoff C
Buildings
0.00 square feet
1
Street
971
9710.00 square feet
0.98
SW
4710,00 square feet
0.95
Future
629238.00 square feet
095
Offsite
square feet
0.95
Other
14234.00 square feet
0.95
BUA at diff. DSQ
square feet
0.95
TOTAL
659192.00 Isquare feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious
60.00%
SA/DA Ratio
4.30%
Average Design Depth
5
1
feet
Req. SA
47242
sf
TSS, 85 or 90:
90
%
Prov. SA
50446
sf
TEMPORARY POOL AND FOREBAY VOLUME
CALCULATIONS
New BUA
:yid 8UA
Drainage Area®
1098654.00
sf
BUA
659192.00
0.00
sf
Post development Rv=
0.590
#DIV/01
unitless
Old BUA Design Storm
inches
Old BUA Design Volume
0
1.5" New BUA Design Storm Volume
81026
1 yr. 24 hour precipitation depth (inches)
hom NOAA chart
Predevelopment Rv value
_
GZ5
Use 0.05 if no existing BUA
1 yr. 24 hr. Pre -development volume
0
cubic feet
1 yr. 24 hr. Post -development volume
0
cubic feet
2008 Design Volume 81026
cubic feet
Phase 2 Design Volume sioz6
cubic feet
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at elev
Vol. Prov. at TP
51.50
55.50
56.00
56.50
57.47
58.18
81115.45
1cf,
msl ....... .
msl..........
msl.........
msl..........
msl.........
msl
cf
Area, sF
Inc. volume
Acc. volume
32806,00
0.00
0.00
4394200
153496.00
153496.00
50446.00
23597.00
177093.00
55048.00
26373.50
203466.50
5782200
54741.95
258208.45
FOREBAY
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
177093
35419
0.0%
lCalculated Average Depth, feet =
13.96
IMax Pump HP
3/4
ORIFICE CALCULATION
Average Head
Flow Q2, cfs
Flow Q5, ofs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peal: Q
Orifice flow<1 yr24hr ?
0.44
0.469
feet
cfs
cis
orweirHxWl
days
NOAA chart @
unitless
cfs
Q2 Area = 21.11
Q5 Area = 8.44
Orifice Area = 9.62
Avg. Flow Q= 0.214
in x
'# of end contractions, N =
discharge coefficient, C =
Effective weir length, L
Isq. inches
sq. inches
sq. inches
cfs
3.31
10.00
0.188
1
3.50
4.4
3.50
0.67
59.17
YES -OK

MEMORY TRANSMISSION REPORT
TIME :06-06-2013 11:40
FAX NO.1
NAME
FILE NO.
064
DATE
06.06 11:39
TO
97916760
DOCUMENT PAGES
2
START TIME
06.06 11:39
END TIME
06.06 11:40
PAGES SENT
2
STATUS
OK
PaY]4lcCrwry, [iovers•or
***SUCCESSFUL TX NOTICE***
State or N"o els Carolina
Department of 3Cn1lv,*-vn0wL and Nataral mt—urc
Wllmington Reglonal 011ioe
FAX C4?VEIL S3-iEET
Ja6ra L 9MnanNw IFl> Sacrutalry
Date. dg;�, " &-- — / NO. Pagcs (excl. *0-4w): I
Prom: 70 _wsmtzr
Co- ���7�d �>'d✓ �s G Phone: C9101 796-7336
Fax: f9101350-2004
RG: �/�,� _✓ ! yes �iir ems. G /�� /i ® s eY �¢ r r. �r/i �. s
�il �/s+ sue- �• r � cE � r /i � o� -f+o .r .�G� +� - Z�'
/ 17 w ✓.r S mod. �/. -
127 Coudiv l Iiriv 33x o 21—. Wilmington, NC 284o5 a <910) 796-7213 a An Equal oppo—fty .4fftr—,Awc Action Nsniploy�

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
'at McCrory, Governor FAX COVER SHEET John E Avarla III, Secretary
Date: 13 No. Pages (excl. cover):
To: / / m GG' 4 '0C 5 L2 It 5 From: Jo Casmer
Co: �a �a '�"'o✓ I En Phone: [phone]
Fax: �l U/0 7�' e? Fax: [phone]
Re: �R i G-nd Al 7--
Tyr/,0
127 Cardinal Drive Extension, Wilmington, NC 28405 o (910) 796-721.5 o An Equal Opportunity .Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Reserve Development Co., LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John A Atkinson Tr (Manageer)
3. Mailing Address for person listed in item 2 above:
P.O. Box 10879
City:Southport State:NC Zip:28461
Phone: 1910 ) 253-3001 Fax: ( )
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The S'Qnature Clubhouse at St Tames Plantation
5. Location of Project (street address):
Along Fairlawn Blvd. inside the Reserve at St. Tames Plantation.
City:South,_port County:Brunswick Zip:28461
6. Directions to project (from nearest major intersection):
Take U.S. Hwy. 74 West for 3.6 miles, bear right on US Hwy.17 south for 222 miles, turn left onto NC-211
east for 11.5 miles to the main entrance of The Reserve on the right.
7. Latitude:330 57' 16" N Longitude:780 07' 50" W of project
8. Contact person who can answer questions about the project:
Name:Tim Clinkscales, PE Telephone Number: (910 ) 791-6707
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
Form SWU-101 Version 0327.08
E]New ORenewal
EC EIVE
(URft 3 2013
BY:
®Modification

2. 'If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSW8 081207 and its issue date (if known) September 14
2009
3. Specify the type of project (check one):
[]Low Density ®High Density ❑Redevelop []General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ❑Sedimmfttion/Erosion Control 0404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
All stormwater will be treated by wet detention basins.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: n/a acres 4. Total Wetlands Area: 0 acres
5. 1W Wide Strip of Wetland Area: n/a acres (not applicable if no wetlands exist on site)
6. Total Project Areaf4'r:32.25 acres 7. Project Built Upon Area:55.4 %
8. How many drainage areas does the project have?2
9. Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, com lets the table with one drainage area for each enprimed stormwater device.
Basin hit im
Drainage Ana i
Draina#e Area 2
Receiving Stream Name
See Attached
See Attached
Stream Class & Index No.
See Attached
See Attached
Total Drainage Area (sf)
See Attached
See Attached
On -site Drainage Area (sf)
See Attached
See Attached
Off -site Drainage Area (sf)
See Attached
See Attached
Existing impervious' Area (sf)
See Attached
See Attached
Proposed Im rvious Area (sf)
See Attached
See Attached
% Impervious Area (total)
See Attached
See Attached
c
Area 1
DrahiW Area 2
On -site Buildings (sf)
See Attached
See Attached
On -site Streets (sf)
See Attached
See Attached
On -site Parking (sf)
See Attached
See Attached
On -site Sidewalks (sf)
See Attached
See Attached
Other on -site (sf)
See Attached
See Attached.
Off -site (sf)
See Attached
See Attached
Total (sf):
See Attached
See Attached
" Impervious area is defined as the built upon area includon& but not limited to, buildings, roads, parldng areas,
sidewalks, gravel areas, etc.
—Total project area shall be calculated based on the current policy regarding inclusion of
percentage calculation.. This is the area used to calculate percent project built upon area
Form SVX-101 Version 03.27.08 Page 2 of JUN 13 2013
. �Y:

10. How was the off -site impervious area listed above derived?n/a
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from httl2:/ih2o.enr.state.nc.us/­su/­b``m.p forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density CommercW Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BNT specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded fromhttp:!lh2o.esu.state.nc.ugsu,jbmp for s.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW4 1 Wet Detention Basin
Form. SW401-Infiltration Basin.
Form SW401-Infiltration Trench
Form SW401-Bioretentkm Cell
Form SW401-Level Spreader
Form SW401Welland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off Site System Supplement
Wet Detmtion Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Construcbed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 0317.08 Page 3 of
ECEIVE
JUN 13 2013
r
BY:

VI: SUBMPTTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/ms maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
Initials
rtO<-
payable to NCDENR zet
• Calculations & detailed narrative description of stOrrmwater treatinent/management _
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including: _
- Development/Project name
- Engineer and firm
- Legend
North arrow
- Scale
- Revision number & date
- Mean high wafter line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firms Paramoura
Mailing Address:591.1 Oleander Drive, Suite 201
City:Mk9ngton State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: (910 ) 791-6760
Email;-Wjpk ales�amo Mte-eng.com
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Inf mnation, item 2) john A. Atkinson Jr.
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 15A
NCAC 2H .1000. �---�
Form MU-101 Version 03.27.08
Page 4 of 4M JUN 13 2013
BY:

SWU 101 - Attachment
Bigbill tjtorrrtation
S."a r%.
urain ar$Area 2
DMWQge TOW
Receiving Stream Name
Beaver Dam Creek
Beaver Dam Creek
Beaver Dam Creek
Stream Class & Index No.
SC; SW, HOW (18-88.9-1 (0.5))
SC SW. HOW (1"8-9-1 (0.5))
Sr: RW, HOW (1"&-9-1 (0.5))
Drainage Area (so
305,924
1,098,654
1,404,578
Existing Impervious * Area (so
0
0
0
Proposed Impervious * Area (so
119,552
659,192
778,744
% Impervious * Area total
39.1 %
60.0%
55.4%
Imneri2us * Surface Area
Drainage Area ,
i 9_ A-0a 2'
�-r�rinaoe f�re� $ . —•
On -site Buildings (so
9,720
1,300
11,020
On -site Streets / Parking (so
80,500
9,710
90,210
On -site Sidewalks (sQ
22,422
4,710
27,132
Tennis Courts s
0
14,234
14,234
Poo! Area
6,910
0
6,910
*Future Development so
0
629,238
629,238
Off -site (sQ
0
0
0
Total (so:
119,552
659,192
778,744
* Note: Future Development for DA #2 includes impervious allocation for a potential
roadway connection

For DENR Use ONLY
A�� North Carolina Department of Environment and Reviewer.
M Natural Resources Submit:
NCDENR Request for Express Permit Review Time: 0_.
FILL-IN all the information below and CHECK the Permif(s) you are requesting for express review. FAX or Emall the completed form fo Express
Coordinator along with a completed DETAILED narrative. site plan fPDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 628-296-4696;alison.davidson@ncmiinet ` t
• Fayetteville orRa/eigh Region -David Lee 919-791.4203, [e-mail] 11�T•'
• Mooresville & -Patrick Grogan 704-663-SM ornatrick.aroaan®ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 orlvn.hardisonOncmail.net
• Wilmington Region -Janet Russell 910-350-2004 orianetrussellOncmafl.net
NOTE: Project application received all r 12 noon will bs stamped in the following work day.
Project Name: THE SIGNATURE CLUB AT ST JAMES PLANTATION— County: BRUNSWICK Feld code Changed
an
P Y�
Applicant: BOBBY MASTERS Cam RESERVE DEVELOPMENT COMPANY.LLC
-
Address: PO BOX 10879City: SOUTHPORT, State: NC Zip: 28461-
Phone: [phone] Fax::[phone] Email: BOBBY.MASTERSOSTJAMESPLANTATION.COM
Physical Location:INSIDE THE RESERVE AT ST JAMES PLANTATION
Project Drains into BEAVER DAM CREEK waters - Water classification SC:SW:HQW (for classification see-
httpJ/h2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N , within 1h mile and draining to class SA waters N. or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: TIM CLINKSCALES, PE, PLS Company: PARAMOUNTE ENGINEERING, INC.-- - Field ha Code Changed
Address: 5911 OLEANADER DRIVE City: WILMINGTON. State: NC Zip 28403-_ -"-.... -" . .. """
1. .. -...
Phone: [phone] Fax::[phone] Email: TCLINKSCALESOPARAMOUNTE-ENG.COM------ ..ged Fretd Cade Chan
SECTION ONE: REQUESTING A SCOPING MEETING ONLY - ----- ..................
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marling the areas in questions
❑ InfennittentiPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) .� I
❑ Riparian Buffer Authorization El Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR,
❑Bkhd & Bt Rmp, ❑Clear &Grub, ❑Utility ; •-� !! a�i Z 3 2r,1.� i3
❑ Low Density ❑ Low Density -Curb & Gutter _# Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]0� t
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density-Stonnwater Wetlands _ # Treatment Systems❑ High Density$1f
Other _#Treatment Systems /❑ MODIFICATION: ❑ Major El Minor ❑ Revision SW_(Providepemna)
❑ coastal Management Ex av t�� Fill gg��id�es& C Iverts ®Str�ucttwer s Information
® Up2an1 Development ® Martha Deveyopment U an ate ront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands an Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
R)rDF..NR ux only
Fee Sola for muaiole permits: (Check 0 1 Timm r;±n Amami $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance([] Maj; Min)
$
SW ( HD, ❑ LD, LJ Gen)
$
401:
$
LDS
$
Stream Deter_
$
NCDENR EXPRESS September 2009
'u
n rr f•
BY.

The Signature Clubhouse at St James Plantation
Express Stormwater Narrative
May 2013
Project Narrative:
Reserve Development Company is proposing the modification of stormwater permit SW8
081207 approved September 15, 2009. The site is located within The Reserve at St James
Plantation off of NC Hwy 211 and will consist of a clubhouse to be constructed in the first phase
with the provided future development. Based on the wetland pockets, a regional type pond is
the most effective to meet the state and county requirements. Currently a portion of the
clubhouse site is constructed, that is permitted for the pond 1 drainage area. The clubhouse site
has an erosion control permit and one for the future area will be submitted after a land plan is
finalized.
The project is within a drainage basin that drains to Beaverdam Creek (SC;SW,HQW). The
stormwater will be conveyed through a stormdrainage system and treated in a wet detention
pond per high density design criteria. In conjunction with this, they will be designed to meet
the Brunswick County Storm Water Ordinance.
This project will not have any wetland impacts and all permit applications for the whole
development have been submitted to the necessary agency for review and approval.
6Y:_

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Russell, Janet
From: Tim Clinkscales [[e-mail]]
Sent: Thursday, May 30, 2013 3:50 PM
To: Russell, Janet
Subject: RE: Signature Clubhouse @ St. James
Tim Clh*scales PE, PLS
D A RAMOU T
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eno.com
From: Russell, Janet Finailto:[e-mail]
Sent: Wednesday, May 29, 2013 10:52 AM
To: Tim Clinkscales
Subject: Signature Clubhouse @ St. James
Tim:
A couple of questions for clarification about the Signature Clubhouse project:
1. Is the wetland delineation in the vicinity of the proposed regional pond still valid (i.e. less than 5 years old)?
We have an approved wetland permit
2. Are any wetland impacts proposed as part of this modification? No wetland impacts
3. Is the existing pond in the location of the proposed regional pond area permitted with the adjacent subdivision
project? A portion of the streets appears to drain in that direction. If it is permitted with the adjacent site, that
stormwater permit will need to be modified as well. —Only permit that is affected is the clubhouse
4. Has the erosion control plan been modified? — EC permit covers the area for the clubhouse and pond location.
Upon final land plan for future area, EC permit will be updated
Please let me know.
Thanks,
Janet
Janet M. Russell, NC DENR
Environmental Assistance
910 796-7302
Please complete the DENR Customer Service Survey by May 31 to give us feedback on how we
are doing and how we can improve:
https://www.surveymonkey.com/s/2013DENRCustomerService
Please contact [e-mail] if you have problems accessing the survey.
Emails to and from this address are subject to the public records law and may be disclosed to a third party.

PARAMOUNTE
E N G 1 N E E R 1 N G. 1 N C
5 9 1 1 1 OLEANDER D R I V E, SUITE 2 0 1
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
T. F. T T F R n ip T D A 7,7 C wa T .n .
To:
NCDENR-Land Quality Section
Date V 5/31/13
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
St James Seaside Club
Express Review Submittal
Janet RusselUChris Baker
Pmieet No.
I 08142.PE
e are sen ® Originals
® Prints
❑ Shop Drawings
❑ Calculations
e follower item. ❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
Quantii
Date
Dw . No.
} n
2
5/31/13
Plans (Final Design — Not Released For Construction)
1
Stormwater Narrative
1
Check ($4000.00)
2
Stormwater Permit Application Form
1
Wet Detention Pond Supplement
1
Wet Detention O&M
89W $ta ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
JA�Talsea ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
arks:
Tim Clinkscales, P.E.,PLS
ECIFE
MAY 3 1 N13
BY: