SW8070232_CURRENT PERMIT_20160225

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE XCURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE czjOIL a2 44,�
YYYYMMDD

PAT MCCRORY
. Gnvemor
r.a
DONALD R. VAN DER VAART
Secretary
Energy,Mineral
and Land Resources TRACY DAVIS
ENVIRONMENTAL QUALITY
Director
February 25, 2016
Harper Peterson, Director
Cypress Bay at Maritime Shores Owners Association, Inc.
212 Orange Street
Wilmington,NC 28401
Subject: Permit Transfer under SL 2011-256 ,
State Stormwater Management Permit No. SW8 670232
The Village at Cypress Bay
Brunswick County
Dear Mr. Peterson:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality(DWQ)to the Division of Energy, Mineral and Land Resources(DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that any updated pages or addendums to the permit will now reference DEMLR as
the Division responsible for issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development
approval issued by the Division of Energy, Mineral and Land Resources 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 high density stormwater permit that was set to
expire during this time frame up to three(3)years from its current expiration date. On August 2, 2010,
the Governor signed Session Law.2010-177,which granted an extra year for an extension of up to four
(4)years. Therefore,this high density permit shall now be in effect from the date of issuance until
July 11,2021.
On December 8, 2015,the Division of Energy, Mineral and Land Resources (DEMLR)received a request
from Snow Creek Group, LLC to transfer the permit to a unit owners association,owners assocation,or
other management entity identified in the condominium or planned community's declaration pursuant to
NCGS 143-214.7(c2) and Session Law 2011-256. A file review and site inspection was performed on
February 25, 2016 by DEMLR staff and as noted in the enclosed inspection report, the site is currently in
compliance with the terms and conditions of the current state stormwater permit. The current permittee
has attested that the requirements of Session Law 201 1-256 have been met, including:
1. The subdivision is subject to the requirements,of Chapter 47F, aka the Planned Community Act.
2. The permittee has submitted a completed and signed HOA Permit Transfer document;
3. The permittee has submitted a copy of the recorded deed conveying any common areas of the
subdivision to the Association;
4. A determination by the Division that the project is in compliance with the permit. This
determination must be made in writing no more than 90 days prior to the transfer. Documents that
the permittee needs to submit in order for the Division to make that determination of compliance
include:
a. A copy of the designer's certification for any permitted BMP's;
b. A copy of the recorded deed restrictions limiting the BUA on each lot;
c. Verification that the permitted maximum built-upon area per lot has not been exceeded;
d. A copy of the recorded subdivision plat documenting the number of lots and the locations
of all required drainage and maintenance access easements as depicted on the approved
plans;
e, Verification that more than 50% of the lots have been conveyed to individuals (not
builders).
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215 T 1 910 350 2004 F ntm'//portal ncdenr or¢/web/U/

State Stormwater Permit No. S W8 070232
Page 2 of 2
The Division is hereby notifying you that the requirements of SL 201 1-256 have been met and that permit
SW8 070232 MOD has been transferred on February 25, 2016 and to remind you that this permit shall be
effective until July 11, 2021, which includes all the available extensions. For your records, please find
enclosed a copy of the updated permit, a copy of the inspection report, and a copy of the Permit Transfer
Request Form. Please keep this cover letter and updated permit on file at all times.
The project is subject to the conditions and limitations as specified in the updated and transferred
permit. 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 changing 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.
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,need additional copies of the permit or approved plans, please contact Steve
Pusey with DEMLR in the Wilmington Regional Office at(910) 796-7215.
Since ly,
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/sgp: \\\Stormwater\Permits&Projects\2007\070232 HD\2016 02 permit 070232
Attachments: Updated permit, Inspection Report, Permit Transfer Request Form
CC' Michael Merritt c/o Sean Scanlon, Snow Creek Group, LLC
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
127 Cardinal Drive Extension I Wilminynon,NC 28405
910 796 7215 T 1 910 350 2004 F I Into floortal.ncdenr.ora4eb/Ir/

State Stormwater Management Systems
Permit No. SW8 070232 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY SUBDIVISION DEVELOPMENT
WITH POCKETS OF HIGH DENSITY
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
Cypress Bay at Maritime Shores Owners Association, Inc.
The Village at Cypress Bay
340 Goodland Road, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of Title 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land Resources
and considered a part of this permit.
This permit shall be effective from the date of issuance until July 11, 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. The overall tract built-upon area percentage for the project must be maintained at 30%
per the requirements of Section .1005 of the stormwater rules. This project is permitted
for a maximum of 75,723 square feet of BUA.
3. The stormwater systems proposed to treat the runoff generated by the designated high
density areas have been approved for the management of stormwater runoff as
described in Section 1.6 on page 3 of this permit.
4. The subdivision is permitted for 13 lots, each allowed a maximum of 4,250 square feet of
built-upon area.
5. The low density portions of this project will maintain a minimum 30 foot wide vegetated
buffer between all impervious areas and surface waters.
6. Within the low density portions of the permitted project, the only runoff conveyance
systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) as defined in-the stormwater rules and as shown on the approved
plan. '
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070232 MOD
7. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 4.85
Onsite, ftz: 211,266
Offsite, ftz: 0
b. Total Impervious Surfaces, ftz: 62,973
Lots at 4,250 ftz: 42,500
Roads/Parking, ftz: 20,473
Other, ftz: 0
Offsite, ftz: 0
C. Pond Design Depth, feet: 4.5
d. TSS removal efficiency: 90%
e. Design Storm, inches: 1
f. Permanent Pool Elevation, FMSL: 17
g. Permitted Surface Area @PP, ftz: 6,681
h. Permitted Storage Volume, ft3: 7,180 at temporary pool
i. Storage Elevation, FMSL: 18
j. Controlling Orifice: 1"0 pipe
k. Permanent Pool Volume, ft3: 15,395
I. Forebay Volume, ft3: 2,969
M. Maximum Fountain Horsepower: N/A
n. Receiving Stream / River Basin: Rattlesnake Branch of Town Creek/Cape Fear
o. Stream Index Number: 18-81
p. Classification of Water Body: ..C. Sw"
IL SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for the entire
lot does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the built-upon area may not be revised without approval from the Division of
Energy, Mineral and Land Resources, and responsibility for meeting the built-upon area
limit is transferred to the individual property owner.
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 the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
5. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built-upon surface.
6. The runoff from all built-upon area within the drainage area of the pocket of high density
permitted stormwater system must be directed into the permitted stormwater control
system.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 070232 MOD
7. Within the low density portions of the permitted project, all roof drains shall terminate at
least 30 feet from the mean high water mark of surface waters.
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 must be recorded
showing all such required easements, in accordance with the approved plans.
11. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
12. 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.
13, 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.
14. Unless otherwise shown, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
15. 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.
16. 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 re-vegetation 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 070232 MOD
17. 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.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
19. 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 070723 MOD, as issued by the
Division of Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Energy,
Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Energy, Mineral and Land Resources.
f. The maximum built-upon area per lot is 4,250 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. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built-upon area, the governing lot BUA shall
be the most restrictive of the two amounts.
h. Built-upon area in excess of the permitted amount will require a permit
modification.
20. 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.
21. Decorative spray fountains will not be allowed in the stormwater treatment system.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event there is either a desire for the facilities to change
ownership, or there is a name change of the Permittee, a completed "Name/Ownership
Change Form" must be submitted to the Division of Energy, Mineral and Land
Resources, signed by the parties involved, along with the applicable documents as listed
on page 2 of the form. The project must be in good standing with DEMLR. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 070232 MOD
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Energy, Mineral and Land Resources,
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 re-issuance or termination does not
stay any permit condition.
7. Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
10. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
Permit updated, transferred, and reissued this the 25th day of February 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Tracy Dads, PE, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

~ II. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: (22�2 -3 c) (Z4
2. Project Name: ;9e
3. Current Permitee's Company Name/Organization: $sT/2%c/ &Ccrx e tna �a Gg-
4. Signing Official's Name: Title: l/7P/n�fiL
5. Mailing Address: 3K +2,?aAj oxl yc
City: &-L/> ?/I%/r Zf'10Xi State: &L' Zip:
6. Phone: (1/�) �31- 92.E a� Fax: ( )
III. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
The proposed permittee identified in the condominium or planned community's declaration is the
following (check one):
❑ Unit Owners Association
Owners Association
❑ Other Management Entity
Proposed Permittee's:
1. Company Name/Organization: 444V,S y 9�/�A1��imf S�iai�I OG1yFfr f/I�DC �
2. Contact Name & Title (Please provide name of company/organization's authorized representative or agent
and her/his official title such as President):
3. Mailing Address:
City: X t/ State: /1/e Zip: y01
4. Phone: (AJ—) �����/DDD Fax: ( )
IV. CURRENT PERMITTEE'S CERTIFICATION OF CE9VE
DEC 0 8 2015
/1ff�iZi 7 the current permittee, am submitting this r uest for
a transfer of stormwater permit# 56(/S 070a 3a, n cp . I hereby attest that I have met the
requirements of N.C.G.S. 143-214.7(c2)/Session Law 2011-256, and propose to transfer the permit
to a unit owners association, owners association, or other management entity identified in the
condominium or planned community's declaration. The common areas related to the operation and
maintenance of the stormwater management system have been conveyed to the unit owners
association or owners association in accordance with the declaration. I have provided a copy** of the
most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as-built plans, the approved
operation and maintenance agreement, past maintenance records, and the DWQ stormwater
inspection report evidencing compliance to the proposed permittee named in Section III of this form.
I further attest that this request for a permit transfer is accurate and complete to the best of my
knowledge. I understand that if all required.parts of this request are not completed or if all required
supporting information and attachments listed above are not included, this request package will be
SSW HOA N/O Change Rev24Sept2012 Page 2 of 3

returned as incomplete. I assign all rights and obligations as permittee to the proposed permittee
named in Section II of this form. I understand that this permit transfer cannot be approved by the
DWQ unless and
'until
ltthe facility is in compliance with the permit.
Signature: i'✓,� i< �ci Date:
I, 6tre� ,, WDo-�k a Notary Public for the State of
IV(i , County of Ale W YqA✓10le.- , do hereby certify that
Ch0'e L C /N personally appeared before me this the
day of r)c(erm bete 20 15 , and acknowledge the due execution of the
forgoing instru77t. Witness my hand and official seal, (Notary Seal)
Notary Si ature GRETCHEN WOOD
Notary Public
New Hanover Co.,North Carolina
My Commission Expires Mar.29,2020
** It is recommended that all documents that are required for the transfer of this permit be
sent by a traceable delivery method to the proposed permittee.
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and the processing fee (if required), should be sent to the
appropriate Regional Office of the North Carolina Department of Environment and Natural Resources, Division of Water
Quality, as shown on the attached map.
.�
Win ton-Salem
at gh
r� in o ,
i � r
s Ale Moor In
S
DWO Regional Office Contact Information: F °M
Asheville Office ...... [phone]
Fayetteville Office ... [phone] wit ngton
Mooresville Office ... [phone]
Raleigh Office ........ [phone]
Washington Office ...[phone] S7-
Wilmington Office ... [phone]
Winston-Salem ...... [phone] DEC
Central Office .........[phone]
SSW HOA N/O Change Rev24Sept2012 Page 3 of 3

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT TRANSFER REQUEST FORM
(Pursuant to N.C.G.S. 143-214.7(c2)/Session Law 2011-256)
This request form is for a transfer of the stormwater permit from a current permittee who is the
declarant of a condominium or declarant of a planned community (as defined in Chapter 47C or
Chapter 47F of the General Statutes, respectively) to a unit owners association, owners association,
or other management entity identified in the condominium or planned community's declaration
pursuant to N.C.G.S. 143-214.7(c2)/ Session Law 2011-256.
I. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer request.
Please notify DWQ prior to the submittal of this transfer form to request an inspection of the
stormwater system.
V. This completed and signed form.
a/2. Legal documentation showing that common areas related to the operation and maintenance of the
stormwater management system have been conveyed to the proposed permittee in accordance
with the condominium or planned community declaration.
�. Legal documentation showing that the declarant has conveyed at least fifty percent (50%) of the
units or lots to owners other than a declarant.
p44. A copy of any recorded deed restrictions, covenants, condominium/planned community
declaration or easements, if required by the permit.
ti The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the proposed permittee is a
legal entity and the named representative has the authority to act on behalf of the proposed
permittee.
7. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
SSW HOA N/O Change Rev24Sept2012 Page 1 of 3

5-22 08
.. Permit No,SwPo 7oa3�mo d
®TA h
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part 111)must be printed,filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name The Village @ Cypress Bay
Contact person Michael L.Merritt
Phone number 910-383-2604
Date 12-May-08
Drainage area number 1
II:-DESIGN'INFORMATION
Site Characteristics
Drainage area 211,266.00 ft'
Impervious area 62,973.00 ff
%impervious 29.81 %
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 5,634.00 ft'
Volume provided 7,180.00 it'
Storage Volume: SR Waters
1-yr,24-hr runoff depth in
Pre-development 1-yr,24-hr runoff ft'
Post-development 1-yr,24-hr runoff ft'
Minimum volume required ft'
Volume provided ft'
Peak Flow Calculations
1-yr,24-hr rainfall depth 0,Zy in
Rational C,pre-development 0.20 (unitless)
Rational C,post-development 0.28 (unitless)
Rainfall intensity:1-yr,24-hr storm 2.3 7 inmr
Pre-development 1-yr,24-hr peak flow 3,89 ft'/sec
Post-development 1-yr,24-hr peak flow 5.74 ft'/sec
Pre/Post 1-yr,24-hr peak flow control 1.85 ft'lsec
Basin Elevations
Basin bottom elevation 12.50 ft
Sediment cleanout elevation 13.62 ft
Bottom of shelf elevation 16,00 ft
Permanent pool elevation 17,00 ft
SHWT elevation N/A it IJoT R6QUt260 AT TIK6 ORl6rNR�, p
Top of shelf elevation 17.00 ft
Temporary pool elevation 18.00 it
Form SW401-Wet Detention Basin-Rev 4 Parts I.&II.Design Summary,Page t of 2

Permit No.SGJ 8 M137 mbA
(to oe o mncec by DWO) .
III. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.50 (unitless)
Surface area at the bottom of shelf 3,764.00 ff'
Volume at the bottom of shelf 10,172.00 ft'
Permanent pool,surface area required 5,282.00 'ffz
Permanent pool,surface area provided 6,681.00 ff' OK
Permanent pool volume 15,395.00 it'
Average depth for SA/DA tables 2.30 ft Minimum of 3 If required,Increase depth
Surface area at the top of shelf 6,681.00 ft'
Volume at the top of shelf 15,395.00 ft'
Forebay volume 2,969.00 ft'
Forebay%of permanent pool volume 19.29
Temporary pool,surface area provided 7,678.00 ft2
Drawdown Calculations
Treatment volume drawdown time 3.59 days OK
Treatment volume discharge rate 0.02 ff'/s
Pre-development 1-yr,24-hrdischarge 3.89 ft'/s OK
Post-development 1-yr,24-hr discharge 0.01 ff'/s OK
Additional Information
Diameter of orifice 1 in
Design TSS removal 90 %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of fiowpath to width ratio 3.00 :1 OK
Length to width ratio 2.00 :1 OK
Trash rack for overflow&orifice? y (Y or N) OK
Freeboard provided N/A ft OK
Vegetated filter provided? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? N/A (Y or N) OK
Drain mechanism for maintenance or emergencies Portable pump
Form SW401-Wet Detention Basin-Rev 4 Parts I.&II.Design Summary,Page 2 of 2

PermitNo5y% 07D.232 MeA
(to be o(ovided by DWQ)
I1CREQUIRED.ITEMSCHECKLIST ;
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
f✓ 1. Plans(1"-50'or larger)of the entire site showing:
Design at ultimate build-out,
Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High Flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way(ROW),
Overflow device,and
Boundaries of drainage easement.
01 5cy—Z 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
r� 5w-z 3. Section view of the dry detention basin(1"=20'or larger)showing:
Side slopes,3:1 or lower,
Pretreatment and treatment areas,and
Inlet and outlet structures.
5u/'2. 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
f do4A4J 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for Forebay,
to verify volume provided.
jJl(� 5w Z 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
AHycLJ 7. The supporting calculations.
+;, 8. A copy of the signed and notarized operation and maintenance(0&M)agreement.
44,,A*) 9. A copy of the deed restrictions(if required).
_ Pl4klod 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4 Part III.Required Items Checklist,Page 1 of 1

.. Permit Number.SW 9'.070.2S2 fkep,
(to be prodded hi- DU 0)
Drainm,e Area Number: Z
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BIvIP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.3 Page I of 4

.. .. Permit Number:_SW 5 0•70'232'♦hf.UD• _ .'
- - (!o be provided be DUO)
Drainage Area Number: 2
BMP element: Potentialproblem: How l will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
Swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev3 Page 2 of 4

Permit Number: SWg 070232:nteD, '
(to be prorided br DtJ 0) .
Drainage Area Number: 2-
BMP element: Potential roblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.38 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.38 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(/ill in the blanks)
Permanent Pool Elevation 17.0
Sediment Removal . 13.62 Pe anen Pool
------ Volume Sediment Removal Elevation 13.62 Volume
Bottom Elevatio 12.5 -tt Min.
------------------------------ ----------- ------
Sediment Bottom Elevation 12.5 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

. - Permit Number: sW$ 0702'3 2 M eD
(to be provided be Dt>"O)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projecl name:The Village (cry Cypress Bay
BMP drainage area number:I
Print name:Michael L. Merritt
Title:Mem ber/Manager
Address:141 A Old Fayetteville Rd Leland, NC 28451
Phone:[phone]
Signature:
Date: cS O
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
``I, &0 n� Jr a Notary Public for the State of
Iuyrit CwAdOltna. County of{,W &o✓e4e— do hereby certify that
Mf,� L . G►rrt+� personally appeared before me this ZA
day of , ZVog , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
a
y '°us�t°. r
rrnnnma
SEAL yy�
My commission expires 1lI GU' Z r ZDIJ L _
Form SW40[-Wet Detention Basin O&M-Rev.3 Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 070232 MOD
The Village at Cypress Bay / Page 1 of 2
Stormwater Permit No. SW8 070232 MOD
Brunswick County M
Designer's Certification I I1
I, 1 � G • bay% s , as a duty-registereda ff?h,s OrleL yrJ&O in
the State of North Carolina, having been authorized to ebsery
time) the construction of the project,
7VW Nlt"1.*Z0,e
(Project)
for V,*4 VA4 GodtJTY (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.-T 4 45 e-WW n64 is ovJL-Y
t=ot2 'fit- POr4f:> . 1 caww- dF t'1rNrt-A" A4, r-
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature =� 0 E s 0'.�`=
Registration Number20563
Date SI14I Zola
IIIIIII
MAY 15 2013
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 070232 MOD
Certification Requirements: Page 2 of 2
✓1. The drainage area to the system contains approximately the permitted
. � acreage.
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.
� �. 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.
{rrD�9. Vegetated slopes are no steeper than 3:1.
_AZ10. 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.
'Sf1rE
AlywOrp 13. All required design depths are provided.
t✓14. All required parts of the system are provided, such as a vegetated shelf, a
-Itm forebay, �ry v_ iartr_>.
p,1VeAkf&>15. The required dimensions of the aysteffFare provided, per the approved
plan. PWI>
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
F
C�IVE
MAY 15 2013
Page 8 of 8

List of Clarifications — Pond:
Note: The numbers of each of the following clarifications corre5ponC15 with the
item numbers on the Certification Requirements page.
2, 3, 4.
To date, only the proposed roadways have been constructed. No
residential structures currently exist. All currently constructed roadway
area drams to the permitted system.
6, 9. The pond slopes have been seeded and vegetation has been partly
e5tabli5hed. A5 required by the Pond's Operation and Maintenance
Agreement and Permit Conditions, the owner shall continue to inspect /
monitor the BMP take corrective actions a5 necessary to provide
permanent vegetation and to correct any eroded areas.
13. The required design depths have been provided. The ponds will be
utilized for Sediment storage and temporary erosion control during future
construction activities, and the design depths (e519eaally in the forebay)
shall be reduced almost immediately. Upon completion of all construction
and the 5tabhzation of all disturbed areas within the drainage area, the
ponds shall be restored to design depths.
15. The required dimensions of only the wet detention pond were verified.
No additional verification of collection systems or roadways was
conducted.

E FEAR
151 Poole Road,Suite 100
Belville,NC 28451
TEL[phone]
FAX[phone] �h MAY w .capefearengineering.com 5 2013
Transmittal
To JNCDENR Date: May 14, 2013
DWO File: 812-03-36
127 Cardinal Drive Extension Subject: The Village at Cypress Bay
Wilmington, NC 28405 SW8 070232 MOD
Attn: Stormwater Section
❑ As Requested ❑ For Your Files ❑ For Distribution ❑ For your Review/Action /Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
1 Pond Certification
REMARKS MAY 15 2013
CC: File C e ear Engin g Inc.,
File: Brigit Flora, PE; Brunswick County Signed:
Engineering; VIA Email
Received By:
Date: