SW8070333_Historical File_20100617

State Stormwater Management Systems
Permit No. SW8 070333MOD
June 17, 2010
John Baker, Managing Member
Brunswick STU and Associates, LLC
PO Box 19808
Raleigh, NC 27619 C�
Subject: Stormwater Permit No. SW8 070333MOD S
Rice Creek Plantation — Phase I
High Density Subdivision Project
Brunswick County ' l
Dear Mr. Baker:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Rice Creek Plantation — Phase I on December 17, 2009. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 070333MOD, dated June 17, 2010, for the construction of the project, Rice Creek
Plantation — Phase I.
Please replace plan sheets C8 and C10 as well as the stormwater application, pond 8
supplemental form, and pond 8 maintenance agreement of the existing approved plan set with
the enclosed sheets C8 and C10, stormwater application, pond 8 supplemental form, and pond
8 maintenance agreement.
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 in section 1.23 of this document, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
This permit shall be effective from the date of issuance until April 26, 2017, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Chris Baker, or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/csb: S:\WQS\STORMWATER\PERMIT\070333MOD.jun10
cc: David Bowman, P.E., Bowman Design and Engineering Services, P.A.
Brunswick County Inspections
Wilmington Regional Office Stormwater File
Page 1 of 10

State Stormwater Management Systems
Permit No. SW8 070333M_OP
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Brunswick STU and Associates, LLC
Rice Creek Plantation — Phase I
US 17, Brunswick County
FOR THE
construction, operation and maintenance of ten (10) 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 Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 26, 2017 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Sections 1.6 and 1.7 of this permit. Each of the stormwater
controls has been designed to handle the runoff from that maximum amount of
built -upon area listed in Sections 1.6 and 1.7 of this permit. Each wet detention
pond must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 O70333MOD
The following design elements have been permitted for the wet detention ponds
1 through 6, and must be provided in the system at all times.
Design Criteria
Pond #1
Pond #2
Pond #3
Pond #4
Pond #5
Pond #6
a. Drainage Area, acres:
Onsite, ft2
Offsite, ft2
8.69
378,444
None
7.33
319,410
None
12.73
554,482
None
11.17
486,629
None
4.55
198,391
None
2.79
121,564
None
b. Total Impervious Surfaces, ft2
(1) Buildings
(2) Streets
(3) Sidewalks
(4) Offsite
187,943
140,116
45,512
2,306
None
236,419
195,764
37,654
3,001
None
178,739
113,476
63,523
1,740
None
242,219
184,336
55,012
2,871
None
92,613
68,190
23,335
1,088
None
50,094
31,538
18,077
479
None
c. Design Storrs, inches
1
1
1
1
1
1
d. Pond Depth, feet
6
6.5
6
6.5
6
4
e. TSS removal efficiency, %
85
85
85
85
85
85
If. Permanent Pool Elev., FMSL
23
23
23
20
19
24
g. Perm. Pool Surface Area, ft2
8,413
8,716
10,408
12,288
7,154
5,502
h. Permitted Storage Volume, W
19,560
20,251
23,893
27,917
16,863
6,096
i. Temporary Storage Elev., FMSL
25
25
25
22
21
25
j. Controlling Orifice, "0 pipe
1.5
2
1.5
2
1
1
k. Permitted Forebay Volume, W
4,942
4,780
6,110
7,913
3,482
1,946
I. Receiving StreamiRiver Basin
Rice Creek / Cape Fear
m. Stream Index Number
18-81-6
n. Classification of Water Body
C;SW
o. Max. fountain horsepower
1/8 1/8 1/8 1 1/8 1/8 . 1/8
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
7. The following design elements have been permitted for the wet detention ponds
7 through 10, and must be provided in the system at all times.
Design Criteria
a. Drainage Area, acres:
Onsite, ftz
Offsite, ft2
Pond #7
10.40
452,857
None
Pond #8
16.57
447,072
246,395
Pond #9
3.35 i
146,113 1
None I
Pond #10
5.52
240,645
None
I b. Total Impervious Surfaces, It'
(1) Buildings I
(2) Streets
(3) Sidewalks
(4) Offsite (SW8 071210)
235,591
174,148
58,703
2,740
None
292,109 i
0
45,714
0
246,395
62,982 i
30,072 I
32,431 i
1 479
None
89,462
65,652
22,810
1,000
None
c. Design Storm, inches
1
1.5
1
1
! d. Pond Depth, feet
6
12
I 6
6
e. TSS removal efficiency, %
85
85
85
85
f. Permanent Pool Elev., FMSL
23.
23
24
20.5
i g. Perm. Pool Surface Area, ft2
10,534
17,987
10,792
6,975
h. Permitted Storage Volume, W
24,200
44,635
24,835
16,502
i. Temporary storage Elev., FMSL
25
25
26
1 22.5
j. Controlling Orifice, V pipe
2
3
1.5
1.5
k. Permitted Forebay Volume, ft3
6,280
15,737
6,214
3,362
I. Receiving StreamlRiver Basin
Rice Creek / Cape Fear
m. Stream Index Number
18-81-6
n. Classification of Water Body
C;Sw
o. Max. fountain horsepower
1/8 1/4 1/8 1/8
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for monitoring the built -upon area on the project and
must maintain the built -upon area for the project at or below the permitted
maximum allowed by this permit. Once the individual lot transfer is complete, the
built -upon area for that lot may not be revised without approval from the Division
of Water Quality.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve either the
permittee or the homeowner of the responsibility to maintain compliance with the
permitted BUA limit for that lot.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
4. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
8. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
9. The Director may determine that other revisions to the project should require a
modification to the permit.
10. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
11. 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.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
12. 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.
13. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
14. 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.
15. 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.
16. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
17. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
18. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
19. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
20. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
21. 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' 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 these
ponds is described in Sections 1.6 and 1.7 of this permit.
22. The following deed restriction statements must be recorded with the Office of the
Register of Deeds prior to the sale of any lot:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 070333MOD, as
issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
c. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 3,000 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.
g. 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.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
23. 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.
24. 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.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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, a
completed and signed "Name/Ownership Change Form" must be submitted to
the Division of Water Quality accompanied by appropriate documentation as
listed on the form. The project must be in good standing with DWQ. The approval
of this request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Neither the sale of the project area 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) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit modified and reissued this the 17th day of June, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 070333MOD
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
Rice Creek Plantation — Phase I
Stormwater Permit No. SW8 070333MOD
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 9 of 10

State Stormwater Management Systems
Permit No. SW8 070333MOD
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been
provided.
_12. Required drawdown devices are correctly sized per the approved plans.
_13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
_15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 10 of 10

Baker, Chris
From:
[e-mail]
Sent:
Monday, May 10, 2010 4:00 PM
To:
Baker, Chris
Subject:
Rice Creek Plantation
Chris:
The contractor finished pumping down the stormwater pond at Rice Creek last week and over the weekend the pipes
were vacuumed out. There was indeed an obstruction in the storm drain about 200 feet downstream from the catch basin
in question beside the pond. The contractor was not able to identify what the obstruction was since he was using a
vacuum instead of a flush truck. However, it was enough to cause refusal in the line and had to be rodded out. The pipes
now drain freely. I am not sure where we go from here. Hopefully, the blockage was the reason that the system did not
function properly and there will be no more flooding of the roadway. However, in those instances where there is in excess
of a 10-year storm, we still would not want to create a traffic hazard. I would love to meet with you and Linda, if she is the
one who will make the final decision, to review our options. We obviously would prefer to leave the emergency outlet
where it is, though we would definitely stabilize the surface to prevent any erosion into the pond. There is also the option
of cutting an emergency spillway behind the catch basin on the other side of the road and routing the overflow back into
an existing ditch located approximately 150' from the catch basin. We could possibly even cut out these last two catch
basins from the existing permit and convert the flow to low density, although that would mean once again revising three
permits, as well as requiring the catch basins and pipes to be blocked or removed. I honestly believe that there are
several common sense solutions that will serve to protect the waters of the state. Let me know what our next step needs
to be. Thanks,
David

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, January 13, 2010 2:31 PM
To: 'Elizabeth Nelson'
Subject: RE: Rice Creek Plantation & Town Creek Elementary
OK, thanks. I will pass them to admin to log in and be assigned.
K!
From: Elizabeth Nelson [mailto:[e-mail]]
Sent: Wednesday, January 13, 2010 1:34 PM
To: Johnson, Kelly
Subject: RE: Rice Creek Plantation & Town Creek Elementary
Kelly:
On April 9, 2007, 2 copies of the notarized document granting John Baker authority to sign as managing
member of Brunswick STU & Associates, LLC was sent to your division along with another additional
information requested by Chris Baker, and hopefully can be found in the file.
Please revise application to add appropriate hyphen in "Brunswick -Stu & Associates, LLC"
Please let me know if this does not resolve. Thanks!
Elizabeth M. Nelson, PE
Project Engineer
Bowman Design and Engineering Services, PA
143 Holden Beach Road, Suite 3
PO Box 748
Shallotte, NC 28459
910.755.6526 O
91.0.755.6527 F
From: Johnson, Kelly[ma ilto:[e-mail]]
Sent: Wednesday, January 13, 2010 11:44 AM
To: Elizabeth Nelson
Subject: RE: Rice Creek Plantation & Town Creek Elementary
Elizabeth,
Any word on these two items? I need to get this resolved fairly soon. (Technically, I am supposed to ask for items to be
submitted within 24hrs or return the package, but this came in right before Christmas and I didn't set those types of
deadlines over the holidays.) So, at this point I really need to resolve this ASAP.
Thanks,
K!
From: Elizabeth Nelson [mailto:[e-mail]]
Sent: Tuesday, January 05, 2010 4:03 PM
To: Johnson, Kelly
Cc: [e-mail]
Subject: RE: Rice Creek Plantation & Town Creek Elementary

I appreciate the additional information, and will get #1 and #2 to you.
Elizabeth M. Nelson, PE
Project Engineer
Bowman Design and Engineering Services, PA
143 Holden Beach Road, Suite 3
PO Box 748
Shallotte, NC 28459
910.755.6526 0
910.755.6527 F
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Tuesday, January 05, 2010 3:50 PM
To: Elizabeth Nelson
Subject: FW: Rice Creek Plantation & Town Creek Elementary
Elizabeth,
I looked through these again today. You are right about the deed restrictions, the increasing offsite BUA to the
subdivision is from the school so deed restrictions aren't an issue. I had transposed some numbers in my own notes,
which confused me, so I apologize for that. As for the SHWT issue, I talked to Linda and we will waive the SHWT
submittal requirement because the surface area and average depth are being maintained from what was already
permitted. So, [just need to get #1 & #2 from you, and then we will accept it in for review.
Thanks,
KJ
From: Johnson, Kelly
Sent: Tuesday, December 29, 2009 12:14 PM
To: 'Elizabeth Nelson'
Subject: FW: Rice Creek Plantation & Town Creek Elementary
I will ask Linda about the deed restrictions and SHWT next week when she gets back.
KJ
From: Johnson, Kelly
Sent: Wednesday, December 23, 2009 1:29 PM
To: 'Elizabeth Nelson'
Subject: Rice Creek Plantation & Town Creek Elementary
Elizabeth,
We received these packages and I went through them this afternoon. I have a couple of questions for you:
1.) LLC, individual's name for Rice Creek: The Secretary of State does not have John Baker listed as a member or a
manager for this LLC. The only representative listed in Arthur Sandman (see attached). Mr. Sandman needs to
either sign the application documents or submit a letter of authorization allowing John Baker to sign for him.
2.) LLC, entity's name for Rice Creek: The SoS has a hyphen in the title that was omitted from the application. If you
authorize me to do so I will add the hyphen. (It seems like a picky point, but the application has to match the
SoS exactly in order for the eventual permit to be valid.)
3.) SHWT: The permitted PP for pond 8 is 23fmsl, and the proposed PP is 22fmsl. If the PP has stayed at the same
elevation, I would not have any concern because it would have already been permitted. But, since we now have

a requirement for the PP to be no lower than 6" below the SHWT I need to know the SHWT for Pond 8. It is not
on the supplement, and I do not see it in the submittal package. Do you have documentation for the SHWT?
4.) Deed restrictions: Since this is a subdivision, the deed restrictions will likely be changing as a result of this
increase in BUA. Please submit deed restrictions reflecting this change.
Have a good holiday!
Kelly
*** My email has changed to [e-mail]
I-ULLW A MSOln.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7345
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 22, 2010
John Baker, Member Manager
Brunswick STU & Associates, LLC
P. O. Box 19808
Raleigh, NC 27619
Subject: Request for Additional Information
Stormwater Project No. SW8 070333MOD
Rice Creek Plantation — Phase I
Brunswick County
Dear Mr. Baker:
The Wilmington Regional Office received a State Stormwater Management Permit Application for Rice Creek
Plantation — Phase I on December 17, 2009. 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. Due to the requested modification of stormwater permit SW8 070333MOD a compliance inspection was
preformed on January 20, 2010. The stormwater pond was found to be out of compliance and is need
of repair. The stormwater permit modification cannot be approved until the necessary repairs are made
to the stormwater pond.
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 February 26, 2010, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application
fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension
to the Division at the address and fax number at the bottom 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,
Chris Baker
Environmental Engineer II
GDS1csb: S:IWQSISTORMWATERIADDINF0120101070333MOD.janl0
CC: David Bowman, P. E., Bowman Design & Engineering Services, PA
' iv 1
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
�,0��„a
Phone: [phone]FAX: [phone] Customer Service:1-877�23-6748 ���N�i�ii�l
Internet www.ncwaterquality.org ` S/

Project Name: ngn Date:05
Project Received Date: ILAcceptedWejacted,- . . /e one
Project Location: n o required z no , Date received: -
Symbols for completing form: '✓'= Yes OK• 'x'= No/Deficient• 'n/a' or'1' or'/'
Rule(s) Subject (check all that apply):
3--'f995 Coastal (a•l) C1�1b08 Coastal (hAw) ❑ Phase II ❑ Universal
Paperwork: ., 1" 26 1pqyuw►) Qu ft fir, QtaR d 8
L!lr f ck for $505 (must be no older than 6 months)
Application form with correct/original signatures (original plus 1 copy). If Corporation or LLC also:
o Print the info from the NCSOS
o Either, 1.) The applicant is listed on the NCSOS with his/her correct title orG2 notarized letter of
authorization has been provided: q�r
supplements (1 original per BMP). BMP type(s): 't-t 5
GV"O&M with correct/original signatures (1 original per BMP, except level spreaders ilter st rps and swales
j® Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
rV ❑ S.oils report identifying the SHWT
Mr Swpordng calculations, signed & sealed (if necessary)
Receiving stream classification: C�, If SA or ORW also:
o SA: USGS topo map with the site, the receiving waters and the % mile radius shown to scale.
o 0 ' : 575 ft of MHWL for Area onvironmental Concern and max BUA per rule.
6�' Modifica irons: 1.) If built: Designer's Cert.(D If partially built: Partial Cert., 3.) If not built: No Cert. needed.
Development Type (check all that apply):
® Residential or commercial aeed
ed restrictions match?
Subdivision or ElSingle Lot ed restrictions match?
❑ High Density or D Low Density restrictions match?
© Offsite project ❑ Redevelopment ® Modification ®%0 3 � El Exempt
add NCG02 (bulkhead) ❑ NCG03 (clear/grade) NCG04 (linear)
Density:
L,�&A calculations include common areas, clubhouse, sidewalks, etc.
� W. UA %: �S-%\ eey,-r s Lt%) , Matches high/low density requirement for rule and receiving stream class.
o No obvious math errors L('f-k i °S°
l'lf High Density: Design storm correct for rule and receiving stream class.
Plans ned and sealed (2 sets):
0 Two sets received C- Layout (with proposed BUA dimensions)
❑ Grading ® Drainage area map (all HD systems & curb outlet swales)
h ❑ Vicinity map ❑ Project Boundaries &Legend
GJ ❑ Wetlands:
o Delineated on plans o "No wetlands onsite" on plans
® Details:
o Roads o Cul-de-sacs o Curbing o Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
OffsKe Projects:
❑ Designer's Certification has!been submitted for the Offsite BMP receiving the runoff from the project.
❑ De strictions have been recorded and a copy submitted for the Offsite BMP permit.
of size has not changed from what was approved under the Master Plan.
❑ Correct lot number is referenced on the supplement form.
El_,Qffsite system is in compliance with its permit, if known.
Infil son Projects:
l] Soils report: SHWT, soil type, and expected infiltration rate are provided.
❑ DWO has conducted a site visit? Date:
Wet Ponds: Permanent Pool Meets One of the Following:�►7C0 a a3szms 1
5 ❑ Is located no lower than 6" below the estimated SHWT. �1�rc�s1
❑ Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions.
Decision (check one):
❑ Complete: Return file to admin (Jo Casmer) to log in. (Stamped in received date = BIMS date)
❑ Slightly incomplete: E-mail consultant, request information to be returned within one business day (24 hours after
request. Info requests on Friday, allow a return on the following business day). If info not returned, issue an
application return letter and give everything to admin. (Add info received date = BIMS date)
0 Substantially incomplete: Issue an application return letter and give everything to admin.

BOWMAN DESIGN
8y ENGINEERING
SERVICES, PA
143 Holden Beach Road, Suite 3, PO Box 748, Shallotte, North Carolina 28459
Phone:[phone] Fax:[phone]
December 15, 2009
Ms. Kelly Johnson
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wiltnington, North Carolina 28405
Subject: Rick Creek — Phase I (# SW8 070333MOD)
Brunswick County
Modification
Dear Kelly:
C MXNMn
DEC 1 7 2009
On behalf of Brunswick STU & Associates, LLC, enclosed is the Stormwater Modification request
for Rice Creek — Phase I. The request is a result of revisions to the sidewalk and parking layouts
during construction of the off -site Town Creek Elementary School, resulting in 1,728 sf of
additional BUA. Town Creek Elementary School drains to Pond #8 of Rice Creek — Phase I,
therefore the only modification requested is for this additional BUA to Pond #8. Enclosed for
your reference are the following items.
1. One original and one copy of the Stormwater Management Permit Application Form
(SWU-101, Version 07Ju1y2009).
2. One original and one copy of the Wet Detention Basin Supplement for Pond 8
(SW401, Rev 8)
3. One original and one copy of the Wet Detention Basin O&M (SW401, Rev 4)
4. A check for $505 to cover the required permit modification fee.
5. Supporting calculations for Pond 8.
6. Two copies of the revised plans, dated 12/14/09; Sheets C8 and C10.
Please contact our office if you require any additional information.
Sincerely,
Eliz M. Nelson, PE
Enclosures
cc: File: B2500.02 (Rice Creek Phase I)

TOWN CREEK ELEMENTARY SCHOOL
BRUNSWICK COUNTY, NC
REVISED POND 8 CALCULATIONS
July 2009 DEC 17 2009
BY:
Prepared by:
BOWMAN DESIGN
& ENGINEERING
SERVICES, PA
143 Holden Beach Road, Suite 3
PO Box 748
Shallotte, North Carolina 28459
Phone: [phone]
Fax: [phone]

TOWN CREEK ELEMENTARY SCHOa7L
Wet Detention Basin Calculations
Pond 8 (OF RICE CREEK PLANTATION - PHASE 1)
BOW ' AN DESIGN and ENGINEERING
BSH
Drain Area DA =
Impervious Area lA =
sf
-•-:u=sf
or 16:57 ac.
6.71 ac
Percent Impervious -(1)
(I=1A/DA
0.405
or 40.5%
SAIDA; 85% TSS
(vegetative filter re 'd
Avg. Pond Depth = -t -'
(Avg. Pond Depth = Vol. PP / .SA PP
z: _f i
or 2,46%
Min. Re 'd SA @ PP
Re 'd SA 0 PP = SA/DA @ 85% TSS x DA
17,763 sf
Min. Req'd Storage Vol.
Rv = 0.05 + (0.009 x 1) = 0.414
Re 'd Storage Vol. = 1.5 in x 1 ft / 12 in x Rv x DA
37,373 cf
Provided SA Q PP
Fond Elev @ PP = 22
. * sf
OK
Min. Re 'd Store Depth
Re 'd Storage Depth = Re 'd Store a Vol. / SA PP
2.08 tl
Storage De M set at
It
Pond E/ev @ TP
24.21 ft
Provided SA @ TP
Provided Storage Volume
See Attached Calculations
ti,. -• cf
OK
Outlet Sizing.
- 2 day Drawdown Time
Re 'd Storage Vol. x 1.5 in. / 2 days)
0.324 cfs
Q - 5 day Drawdown Time
Re 'd Storage Vol. x 1.5 in. 15 da s
0.130 cfs
Height h
lQ
h = 1/3 Rej 'd Storage Depth)
0.693 ft
CD
Constant
0.6
Req!aired Area for Q-2
A ! Q/ C x 2 h
11.66 in
Required Area for"
A = Q/ C x 2 h
4.66 in
Odfrce Choosen
in
CHECK
Area Provided by Orifice
A = a
7.07 in
Area Provided by Onfice
0.049
Avg Head h
h = 1/3 Store a Depth))
8.84 in
Avg Head h .
0.737 ft
Q provided
(Q. = Ca(2gh) )
0.203 cfs OK
SAIDA Vatue
Revlslon Date: 7/22/2009

TOWN CREEK ELEMENTARY SCHbOL
POND 8 (RICE CREEK PLANTATION) VS. FOREBAY
TOTAL POND VOLUME at TEMPORARY POOL
BOWMAN DESIGN and ENGINEERING
BSH
ELEVATION
FT MSL
SURFACE
AREA SF
INCREMENTAL
VOLUME CF
ACCUMULATIVE
VOLUME CF
12
1,990
2,382
2,382
3
2,773
3,235
6,616
4
Ll
3,6964,227
9,843
5
4,757
5,357
15,199
16
5,956
6,623
21,822
17
7,290
8,024
29,846
18
8,758
9,575
39,421
19
10,392
11,298
50,719
20
12,203
13,164
63,882
21
14,124
7,311
71,193
21.5
15,120
8,277
79,470 F
22
17,987
9,892
89,362
22.5
21,580
11,051
100,413
23
22,625
23,692
124104
24
24,758
5,247
129,351- T
24.21
25,213
AVERAGE DEPTH OF POND = 4.42
STORAGE VOLUME BETWEEN PP & TP = 49,881
18% OF PERMANENT POOL VOLUME = 14,305
22% OF PERMANENT POOL VOLUME = 17,483
'ERM. POOL VOL.
EMP. POOL VOL.

TOWN CREEK ELEMENTARY SCHOOL
POND 8 (RICE CREEK PLANTATION) VS. FOREBAY
FOREBAY VOLUME at PERMANENT POOL
BOWMAN DESIGN and ENGINEERING
BSH
ELEVATION
FT MSL
SURFACE
AREA SF
INCREMENTAL
VOLUME CF
ACCUMULATIVE
VOLUME CF
12
193
271
271
13
349
449
720
14
549
671
1,391
15
793
938
2,329
16
1,083
1,250
3,579
17
1,416
1,601
5,179
18
1,785
1,985
7,164
19
2,185
2,401
9,565
20
2,616
2,848
12,412
21
3,079
1,601
14,013
21.5
3,323
1,724
15,737
22
3,574
15,737 CF = 19.8% OF PERM. POOL VOLUME

TOWN CREEK ELEMENTARY SCHOOL
BRUNSWICK COUNTY, NC
REVISED POND 8
COUNTY STORMWATER CALCULATIONS
July 2009
Prepared by:
BOWMAN DESIGN
8� ENGINEERING
SERVICES, PA
143 Holden Beach Road, Suite 3
PO Box 748
Shallotte, North Carolina 28459
Phone: [phone]
Fax: [phone]

s
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RICE CREEK PLANTATION - PHASE 1
Stone Routing for Pond 8
`swmen Design Engineering Services, PA
BSH
Stage -Storage
Elevation
(ft MSQ
Water
Level (111)
Surface
Area (st)
Incremental
Volume (cf)
Accumulalive
Volume (af)
22
0.00
17,987
0
4,732
22.25
0.25
19,889
4,732
5,181
22.5
0.80
21,580
1
9,913
11,051
23
1.00
22 625
20,964
11,578
23.5
1.50
23,885
32,542
12,111
24
i 2.00
24.758
1
44,653
5,247
24.21
2.21
25,213
49,900
20,604
25
3.00
26 948
70,503
13,753
25.5
3.50
28,064
84,256
14,315
26
4.00
29194 1
98,571
14 683
26.5
4.60
30 338
113 454
15,469
27
5.00
31,497
128,912
Stage -Discharge
H -Water Level
(ft)
Q al Opening
(cls)
Q 0.4 Outlet
Structure Top
(cfs)
Q M
Emergency
Weir (cfs)
0.00
0.00
0.00
0.00
0.25
0.00
0.00
0.00
0.50
0.00
0.00
0.00
1.00
0.00
1 0.00
0.00
1.50
0.00
0.00
0.00
2.00
0.00
0.00
0.00
2.21
0.00
0.00
0.00
3.00
10.55
0.00
0.00
3.50
13.28
18.67
0.00
4.00
15.54
49.49
0.00
4.50
17.51
68.39
25.67
5.00 1
19.28 1
79.79
72.60
Los =
4.00
ft
Cw -
3.30
LOW
0.29
ft
Hoe m
0.75
ft
I CM
0.65
Ho -
2.50
ft
Aos =
12.000
of
I Lw =
22.00 ft
Ao 0
2.19
sf
1
4.00
3.50
_ Soo
2.50
2.00
1.50
1.00
0.50
moo
0.00
Stage -Storage Curve
Outlet Structure Stage-0Ischarge Curve
20.00 40.00 60.00 80.00 100.00
Discharge (cis)
00
Emergency Weir Stage -Discharge Curve
4.00
300
2.50
2.00
$`
1.50 1.00
oso
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00
Discharge (cfs)
(1) 0 = CA(2gH)'2 ; (2) 0 = C_wLH''s Revision Date M12009

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BOWMAN DESIGN
Ss ENGINEERING
SERVICES, PA
143 Holden Beach Road, Suite 3, PO Box 748, Shallotte, North Carolina 28459
Phone:[phone] Fax:[phone]
August 31, 2009
Ms. Jo Cashmer
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Rice Creek Plantation — Phase I (# SW8 070333MOD)
Brunswick County
Partial Stormwater Certification
Dear Ms. Cashmer:
On behalf of Brunswick STU & Associates, enclosed is a partial stormwater certification for Rice
Creek Plantation — Phase I.
Please contact me if you have any questions or require any additional information.
Sincerely,
David B. Bowman, PE
Enclosures
cc: Brigit Flora, Brunswick County Engineering
File: 2500.02 (Ricc Creek — Phase I)
BY:
S9P 0 9 2009
� aR

C200907901406
5213 03/0312009 1016 AM Pg 43 SOSID: 0648000
Date Filed: 3/20/2009 2:36:00 PM
LIMITED LIABILITY COMPANY Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of State
C200907901406
NAME OF LIMITED LIABILITY COMPANY: BrunSWick-Stu & Associates, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 648000 FEDERAL EMPLOYER ID
NATURE OF BUSINESS: Real Estate Investment
REGISTERED AGENT: H . Arthur Sandman
REGISTERED OFFICE MAILING ADDRESS: PO BOX 19808
Raleigh NC 27619
REGISTERED OFFICE STREET ADDRESS: 7200 Stonehenge Drive, Suite 204
Raleigh N 27613
Wake
SIGNATURE OF THE NEW REGISTERED AGENT: 'Z�v
PRINCIPAL OFFICE TELEPHONE NUMBER: 919 - 6 7 6- 8 7 9 0
PRINCIPAL OFFICE MAILING ADDRESS: 7101 Creedmoor Road
Raleigh NC 27613
PRINCIPAL OFFICE STREET ADDRESS: 7101 Creedmoor Road
Raleigh NC 27613
MANAGERS/MEMBERS/ORGANIZERS:
Name: H . Arthur Sandman
Address: PO Box 19 8 0 8
Title: Manager City: Raleigh State: NC zip: 27619
Name:
Address:
Title: City: State: Zip:
Name:
Address:
Title: City: State: Zip
CERTIFIC TIO OF AN REPOR T BE COMPLETED BY ALL LIMITED LIABILITY COMPANIESmemr
V FOR MUST BE GNED BY A MANAGER/MEMBER DATE
H. Arthur Sandman Manager _
TYPE OR PRINT NAME TYPE OR PRINT TITLE T
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State 0 Corporations Division 0 Post Office Box 29525 6 Raleigh, NC 27626-0525

WR)<`TTEN CONSENT BY MEMBER- MANAGERS
OF
BRUNSWICK-STU & ASSOCIATES, LLC
The undersigned, being Member -Managers of BRUNSWICK-STU & ASSOCIATES, LLC, a
limited liability company organized and existing under the laws of the State of North Carolina (the
"Company"), holding at least a Majority Interest in the Company (unless otherwise defined herein, all
capitalized terms shall have the same meaning ascribed to them in the Company's Operating Agreement),
in accordance with Section 5.04 of the Company's Operating Agreement, do hereby consent and adopt
the following resolution and do hereby direct that this written consent be filed with the records of the
Company:
"RESOLVED: That JOHN BAKER, acting individually in his capacity as a Member -Manager of
the Company, be hereby authorized in the name of and for account of the Company, and on such terms
and conditions as he may deem proper, to sign, execute and endorse such documents as may be necessary
or required for the development of the Property (excluding loan documents which shall require the
signature of both the undersigned Member -Managers)."
This resolution is effective this the Vh day of April, 2007.
STATE OF NORTH CAROLINA
COUNTY OF MAKE
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she signed the foregoing document: H. AR71 UR SANAMAN and JOHN BAKER,
Member -Managers of BRUNSWICK-SiU & ASSOCIATES, LLC, ANOAh Carolina limited liability
ial Seal)
My Commission Expires.
aind*orporaftenerolkorp resolution Brunswick-sm 4-9-07