SW8120114_CURRENT PERMIT_20120723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 75 �BC1JG`�
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
wa�3
YYYYMMDD

7i2p
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
July 23, 2012
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Subject: State Stormwater Management Permit No. SW8 120114
Flowers Development Corporation
High Density Commercial Wet Detention Pond Project
Carteret County
Dear Mr. Flowers:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Flowers Development Corpation on July 20, 2012. 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 and Session Law 2008-211. We are
forwarding Permit No. SW8 120114 dated July 23, 2012, for the construction, operation and
maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until July 23, 2020, and shall be subject
to the conditions and limitations as specified therein. 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.
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
Christine Nelson, at [phone].
Sincerely,
9� Charles Wakild, P.E., Director
Division of Water Quality
GDS/can: S:IWQS1Stormwater\Permits & Projects120121120114 HD12012 07 permit 120114
cc: Susan Sayger, KSMJ Engineering.
Town of Morehead City Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone]N k DEN Assistance: 1-877-623-6748 NorthCarofina
Internet: www.ncwaterquality,org a']���N��`/�
An Equal Opportunity 1 Affirmative AOan Employer �/ y i

State Stormwater Management Systems
Permit No. SW8 120114
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Flowers Development Corporation
Flowers Development Corportation
310 Friendly Rd, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter
collectively referred to as the "stormwater rules`) 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 July 23, 2020, 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 1.8 of this permit. The stormwater control has been
designed to handle the runoff from 117,333 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. A vegetated filter strip is not required for this pond as it has been designed for a
total suspended solids removal efficiency of 90%.
5. The tract will be limited to the amount of built -upon area indicated in this permit,
and per approved plans. No built -upon area for future development has been
allocated within the pond drainage area.
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Paqe 2 of 7

State Stormwater Management Systems
Permit No. SW8 120114
7. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater
control system.
8. The
following design criteria have been provided in the wet detention pond and
must
be maintained at design condition:
a.
Drainage Area, ?cres:
3.89
Onsite, ft :
169,448
Offsite, ft2:
none
b.
Total Impervious Surfaces, ft2:
117,333
Onsite, ft :
117,333
Offsite, ft2:
none
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
4.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSI�:
16.5
9.
Permanent Pool Surface Are,
h.
Permitted Storage Volume, ft:
15,247
i.
Temporary Storage Elevation, FMSL:
17.85
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
2.88
k.
Controlling Orifice:
2.0" O pipe
I.
Orifice flowrate, cfs:
0.20
M.
Permanent Pool Volume, ft3:
32,854
n.
Permitted Forebay Volume, ft3:
5,838
o.
Fountain Horsepower
1/8
p.
Receiving Stream/River Basin:
Peltier Creek I White Oak
q.
Stream Index Number:
20-36-11
r.
Classification of Water Body:
"SB"
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The signed and approved Operation and Maintenance Agreement
must be followed in its entirety and maintenance must occur at the scheduled
intervals.
4. 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.
5. 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 a fountain in this pond is 118 horsepower.
Paae 3 of 7

State Stormwater Management Systems
Permit No. SW8 120114
6. The facilities shall be constructed as shown on the approved plans. 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.
7. 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. A
modification may be required for those deviations.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
10. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease 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. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
12. 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.
13. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of the approved plans and
specifications shall be maintained on file by the Permittee at all times.
Ill. 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, 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.
Pacie 4 of 7

State Stormwater Management Systems
Permit No. SW8 120114
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. 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 stormwater permit.
3. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
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 all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. 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. The permittee shall submit a permit renewal 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.
Permit issued this the 23rd day of July, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
canaries akiia, r.t., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Paqe 5 of 7

State Stormwater Management Systems
Permit No. SW8 120114
Flowers Development Company
Stormwater Permit No. SW8 120114
Carteret_ County
Designer's Certification
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 is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 120114
Certification Requirements-
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 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 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 and located 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,
and a forebay.
.15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Town of Morehead City Building Inspections
Paqe 7 of 7

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
�� �/
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Constru Lion
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
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
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
_ o%J4�� -V6 t-of M6-rj7-- Coe,poZ_ ^a
2. Location of Project (street address):
JdO 621&120L Y ROA 12-!
City: '(gore tt&n a CA r'7 County: Zip: Z 8 55 Z
3. Directions to project (from nearest major intersection):
4. Latitude: 3/4 ° � 3 ' `i 5 " N Longitude: 76 ° 45 ' 5 9 " W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)� ,, and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density KHigh Density ❑Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the .result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
Sedimentation/Erosion Control:_ ac of Disturbed Area
❑NPDES Industrial Stormwater []404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
JAN 31 2012
DEC ;4(2011
Form SWU-101 Version 07Jun2010
Page 1 of
G

' 4
II1.' CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project}:
Applicant/ Organization:
o%n/ 6Z S L✓cJE- o
GO R f'OR �� trrc,
Signing Official &Title: � ?'-Za-T C�� H-f
b.Contact information for person listed in item 1a above:
Street Address:_ 21 Z. 3h'� V 15 \J L-.JL-,-).
City: A.T'. A o Tic State: t•3G zip.T
Mailing Address (if applicable) -.
City: State: Zip:
Phone: Fax: -- - ]
c. Please check the appropriate box. The applicant listed above is:
The property owner (Skip to Contact Information, item 3a)
Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2.a,Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in
Street Address:
City:
Mailing Address
city:��
cable):
0
State: Zi:
State: Zip:
Fax: ( }
JAN 31 2012
3. a. (Optional) Print the name and title of another contact such as the project's construction su or or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:,
b.Contact information for
Mailing Addr_eW._-----�
listed in item 3a above:
DE C', 2011
State: Zi
Form SWIJ-10i Version 07Jun2010 Page 2 of 7
7

'Phone: ( } Fax:
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
o& Ll-. 4o,�3 o ter= i S VIA Ol &-e— c. A ri rr-a vwvj
,Iry 3 i 1L 2 P Frtz C> i NT-0 D r2-6-
a?lln)_IDyw,�
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: OrL+�cc
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b, if claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the %J%�ap,_ River basin.
4. Total Property Area: acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: acres
Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of strearns and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) Iine, and coastal wetlands landward from the NNW (or MHVline. The resultant project area is used to
calculate overall percent built upon area (BETA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
9. How many drainage areas does the project have?--.L (For high density, count 1 for each prop ed engine red
Stormwater BMP. For low density and other projects, use 1 for the whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
JAN 8 Y 201Z
Form SWU-101 Version 07Jun2010 Page 3 of

Basin Information
Drainage Area
Drainage Area
Drainage Area _
Drainage Area _
Receiving Stream Name
Peltier Creek
Stream Class *
SB
Stream Index Number *
20.36-11
Total Drainage Area (so
169448
On -site -Drainage Area (so
169448
Off -site Drainage Area (so
Proposed Impervious Area*" (sq
117333
% Impervious Area"* total
(a9 • a %
Impervious** Surface Area
Drainage Area _
Draina e Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
30 i TO
On -site Streets (so
-3,3 0 ' 0
On -site Parking (sf)
On -site Sidewalks (so
Other on -site (so
Future (so
Off -site (so
Existing BUA*** (so
54153
Total (sf):
117333
Stream Class and Index Number can be detennined at: Iittp. portal.itederzr.orgfwebfwq[ps/cstt/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced hj new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is loca 0ftpn'm
rreatened &
Endangered Species watershed that may be subject to more stringent stormwater re uiremepn asI 2B .0600.
V. SUPPLEMENT AND O&M FORMS By 'IN 3 12012
The applicable state stormwater management permit supplement and operation an tenance (O M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms d nloaded
from ht!p://Vortal.ncdenr.org/webZwgZws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from hqR://portal.ncdenr.orglweb/wq/ws/`su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at httl2://12ortal.ncdenr.org/webZwQZws/su/mat)s.)C�
Please indicate that the following re aired information have been -provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from h2p://porLal.nedenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form,
2. Original and one copy of the signed and notarized Deed Restrictions.&'Protective Cove ants
Form. (if required as per Part VII below) 1__'
3. Original of the applicable Supplen3ent Form(s) sealed signed and dated and&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 9

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5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Pro' t name.
b. Engi�er and �
c. Location with named streets end NCSR numbers.
d. Legend:'
e. North, -Arrow.
f. Scaje:
g. Revisio"umber and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW tines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. i
i. Dimensloned property/project boundary with bearings & distances.G �012
j. Site Layou�with all BUA iden� end dimensioned. N 31
k.. Existing contours, proposed �ntours, spot ele►ans, finished �evations. gyp`
1. ` Details of r ads, drainage feefures, collection system s, and stormwater cotSUol measures
in. Wetlands deli"d, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing dram (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage ar s delineated (included in the main set of plans, not as a separate document).
p. Vegetatesbuffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to subruittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:�
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secretaEy.state.nc.us/Corporatiorts/CSearr-h.asiRx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any Lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wgZws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required i i-id I�i� '
on the forms available on the website, that the covenants will be binding on all parti an pe eon`s claimutg
under them, that they will run with the land, that the required covenants cannot be c ange j-� r� l ted0j)
without concurrence from the NC DWQ and that they will be recorded prior to the sae of 1 16t.
Form SWU-101 Version 07Jun2010 Page 5 of \ w

V II). CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional inknation).
Consulting Engineer:
Consulting Firm:
J 5 ftrJ CJ a
c r PC,
Mailing Address: ' 2V `lam�!-
City: t�A `rt"vc. %4
State: k) 6— Zip: Z-9 5 3 -:?—
Phone: ( 2'5 2 ) "t "- 5 I-eo ':� Fax: (
Email: _ K.SM 1 _, c� ti n e e. rt•2!!k _ �9 m X L t. C u +�
U
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that 1 v
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item Ia) with (print or hjpe narne of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
I, , a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of
, and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission expires
JAN 31 zm
Form SWU-101 Version 071un2010 Page 6 of 7
,)

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X. ' APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item la) 12 ' C • �- `� .N tr�'.�
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 wilt be recorded, and that the proposed project complies with the requirements of the
applicable sterrn'Vater rules under 15A NCAC 2H .1.000, SL 2006-246 (Ph. II - Post Construction) or SL 2005-211.
Signature:
Date: 12 — ip l J
J
I, a Notary Public for the
State of County of
do hereby certify that Zitrec� L .;0��� personally appeared
before me this day of D/ and acknowledge the due xecution of the application for
a stormwater permit. Witness my hand and official seat,
SEAL
My commission expires�--
Form SWU-101 Version 07Jun2010 Page 7 of 7
I

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Permit No. JW V IKo 114
(to be provided by DWO)
1
NCDENR
o�oF w.or�,S,QG
o -c
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 Checidist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Flowers Development Corporation
Contact person AI Gold, PE/Sue Sayger,PE
Phone number 252-5604652, 252-349-5803
Date December 12.2011,January 22, 2012,March 2012,June 2012
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Nan -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C. pre -development
Rational C, post -development
Rainfall intensity:1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment deanout, tap elevalion (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
169,448 ft2
117,3331'
69.24 %
1.5 in
14,259 ft3
15,247 it'
ft3
it
it
ft3
ft3
(Y or N)
3.7 in
OK
OK, volume provided is equal to or in excess of volume required.
0.20 (unitiess)
0.62 (unilless)
3.66 inlhr OK
2.88 ft3lsec
1.68 ft3lsec
1.20 ft3lsec
17.85 fmsl
16.50.fmsl
17.00 fmsl
17.00 fmsl
16.00 fmsl
9.55 fmsl
8.55 fmsl
1.00 ft
n (YorN)
17.9 fmsl OK
Form SW461 Mot Detention Basin-Rev.8-9117l09 Parts I. & It. Design Summary, Page 1 or 2

Permit No.
(to be provided by O WO)
g. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,—_po
Area, bottom of 10ft vegetated shelf, Ab,_,hd
Area, sediment deanout, top elevation (bottom of pond), Ab Lp w
Volumes
Volume, temporary pool
Volume, permanent pool, V.-P.-
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAlDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 1 D-2b)
Volume, permanent pool, V-11 .
Area provided, permanent pool, Ave ,, m
Average depth calculated
Average depth used in SAIDA, d_ (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pod, A, , _,d
Area, bottom of 10ft vegetated shelf,c
Area, sediment deanout top elevation (bottom of pond), Awu „6
12,514 f?
9,201 fF
5.43 (unitless)
9,206 OK
7,312
1,867 it'
15,247 ft"
32,854 ft'
5$5B '",Qft'
1n.4 `64 %
90 %
y (Y or N)
n (YorN)
5.43 (uniiless)
n (Y or N)
32,854 ft'
9,206 ft
4.50 ft
4.5 ft
y (Y or N)
9,206 ft
7,312 ft'
1,867 ft'
'Depth" (distance b/w bottom of tOft shelf and top of sediment) 6.45 ft
Average depth calculated 4,50 It
Average depth used in SAIDA, d,V, (Round to nearest 0.5ft) 4.5 It
Drawdown Calculations
Drawdovm through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (Cr)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.0-9117/09
( Tyr N
2.00 in
0.60 (unitless)
0,40 ft
(Y or N)
(unitless)
(unitless)
ft
ft
2.88 ft3lsec
14.58 ft'Isec
c0.20.ft3/sec
2.40 dal
OK
CO 7/0/aolla
OK CA 741411a0la 0k �a* LS LleL�—=—V
qp—'r vw' 4 �QuiS
OK
OK
OK
OK
OK, draws down in 2-5 days.
3 :1 OK
10 :1 OK EC �IV,�..
t0.0 ft OK
i 3 :1 OK
1.7:1 OK JUL 2 0 20�2
` y (Y or N) OK
1A ft OK
I n (Y or N) OK SY;
I y (Y or N) OK
I y (Y or N) OK
emergency pump
Parts f. S H. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
F
Ill. REQUIRED ITEMS CHECKLIST
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.
Page/ Plan
Initials
Sheet No.
aW2
6!N4w
,t11m
Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
- Delineated drainage basins (include National 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.
2. Partial plan (1" = 30' or larger) and etails for the wet detention basin showing:
- Outlet structGre with trash or similar,
- Maintewce;—access,
- Permanent powrimensions,
- Forebay ao main pond with hardened emergency spillway,
Bas�irt cross-9don,
- Vegetab 6pecificaation for planting shelf, and
- Filter shsp.
3. Section view of the wet deten#n basin 0" = 20' or larger) showing:
Side slgp6s, 3:1 or lower,
Pretreatment and treatment areas, and
- Inlepnd outle6tructures.
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.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
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.8-9117109
ECIV'
APR 0 9 2012
BY:
Part Ill, Required Items Checklist, Page 1 of 1

7 _
•

Permit Number: 51A1 Q01H
(to be provided by DWQ)
Drainage Area Number:
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 BMP.
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 £orebay.
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 1 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.
r 07 S.
Form SW401-Wet Detention Basin O&M-Rev.4
JUN 13 2012 age 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I 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 s ra yin .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
PIants 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.
PECEIV
.,u�, f � zofz
Form SW401-Wet Detention Basin O&M-Rev.4 I Page 2 of 4
BY:_

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate the roblem:
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. if applicable)
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 6.95 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 4.55 feet in the forebay, the sediment
shall be removed.
Sediment Removal . 12.5 � I
Bottom Elevatio 1 I.5
F'OREBAY
BASIN DIAGRAM
6CY1 in the blanks)
Permanent Pool Elevation 16.5
errtanen Pool
•Volume Sediment Removal Elevation 9.55 Volume
-fl Min.--------------------------------------------Li
---
Sediment Bottom Elevation 8.55 ft r
Storage Sedimei
Form SW401-Wet Detention Basin O&M-Rev.4
MAIN POND
F 'ECEIVE
JUN 13 2012
Page 3 of 4
Storage

Permit Number:
(to be provided by DWQ)
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.
Project name: } i. o +� 6-T�'S �k /E
BMP drainage area number:.._I
_- Print name: (`�C44AKD C . P,A G,J�—'
cve r'oa��
Title: A"/ —
Address: '70/ z
Phone: -2 5-z
Signature:
Date: t 7,-1 6 -1/
M
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, JJ-924,er— , a Notary Public for the State of
C , County of �,4�n� , do hereby certify that
personally appeared before me thisALa
day of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
J ee,��
RECEIVED
JAN 3 1 2012
BY:
/ DEC -8 2011
My commission expires 62 ,-C/ Z T '
D
Form SW401-Wet Detention Basin O&M-Rev.4 l Page 4 of 4