SW7111108_CURRENT PERMIT_20120202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �IIID�
DDC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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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
February 2, 2012
Mr. Lawrence J. Bayer, Jr., Manager
Satwear, LLC
124 Joseph Drive
Havelock., NC 28532
Subject: Stormwater Permit No. SW7111108
Patriot Park
High Density Subdivision Wet Pond Project
Craven County
Dear Mr. Bayer:
The Washington Regional Office received a complete Stormwater Management Permit Application for
Patriot Park on January 31, 2012. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-
211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7111108, dated February 2,
2012, for the construction of the project.
This permit shall be effective from the date of issuance until February 2, 2020, 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 Scott
Vinson, or me at [phone].
incerel ,
Al Ho g
Regional Super
Surface Water Protection Section
AHlsv: S:IWQSISTORMWATER1SW7111108
cc: Bobby Billingsley, PE — Thomas Engineering, PA
raven County Inspections
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterauatity.ors
943 Washington Square Mall Phone: [phone] One
Washington, NC 27899 FAX [phone] North Carolina
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State Stormwater Management Systems
Permit No. SW7111108
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
Satwear, LLC
Patriot Park
located at 404 Miller Boulevard, Havelock, Craven County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 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 February 2, 2020 and shall
be subject to the following specified conditions and limitations:
1. 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 on page 3 of this permit. The subdivision is permitted for 15
lots, each allowed a maximum of 4,000 square feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 8

State Stormwater Management. Systems
Permit No. SW7111108
5
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.
b.
C.
d.
e.
f.
h.
i.
j�
k.
I.
M.
n.
o.
P.
q.
r.
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Average Pond Design Depth, feet
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ft2:
Permitted Storage Volume, ft�:
Storage Elevation, FMSL:
Predevelopment 1 year 24 hour. -
Post development 1 year 24 hour. -
Controlling Orifice:
Permanent Pool Volume, ft3 :
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream 1 River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
4.31
80,000
3.50 avg.
90%
1.50"
18.00
7,474
20,415 at temporary pool (9,622cf required)
20.00
3.97
17.20 — (0.06cfs through orifice)
1.50" O pipe
19,874
3,728
0, pond is too small, no fountain allowed
SW Prong Slocum Creek 1 Neuse
27-112-1
"C; Sw, NSW"
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 Water Quality, 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 set up by the permittee 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 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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7111108
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.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. 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.
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.
13. 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.
14. 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.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7111108, as issued by
the Division of Water Quality under NCAC 2H.1000,
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7111108
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 4,000 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.
i. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The 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.
18. Decorative spray fountains will not be allowed in the stormwater treatment
system.
19. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot owners
that request to utilize permeable pavements must submit the necessary forms
and documentation to the permittee and receive approval prior to construction of
the permeable pavement.
20. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Page 5 of 8

Stake Stormwater Management Systems
Permit No. SW7111108
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on its
merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, 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 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 issued shall continue in force and effect until revoked or terminated.
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. 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.
12. This permit shall be effective from the date of issuance until February 2, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 2"d day of February, 2012.
N RTH C rROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
` - for
Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7111108
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7111108
Patriot Park Page 1 of 2
Stormwater Permit No. SW7111108
Craven County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (period icallylweeklylfull
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7111108
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
Craven County Planning / Building Inspections
Page 8of8

State Stormwater Management Systems
Permit No. SW71111 Q8
Patriot Park
Stormwater Permit No. SW7111108
Craven Count
Designer's Certification
Page 1 of 2
a
I, �,,� ►+SAS _, as a duly registered AC', e ,tea J�,�e�d
the State of North Carolina, having been authorized to observe (periodically ew eklytfull
time)te construction of the project,
(Project)
i
I for (Project Owner) hereby state that, to the
i best of my abilities, due 6are and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
. CAf l. 1/ii
SEAL,, St•1GINEF''
�j SEAL r
� / _ 10147 —
�� � FH
co
���llflllll\
Z01 SEAL
_ C-438 D
CA •
~1983
Page 7 of'8

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in
State Stormwater Management Systems
Permit No. SW7111108
Certification Requirements: Page 2 of 2
1. The drainage area to the s stem contains approximately the permitted
9 Y AA Y
acreage.
V 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
Z3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
Z4. 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.
�. The outlet structure is located per the approved plans.
_777. 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.
g p p
-,"'1'0. 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. Requited drawdown devices are correctly sized per the approved
plans.
13All 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
Craven County Planning / Building Inspections
Page 8 of 8

MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 2, 2014
Mr, Lawrence J. Bayer, Jr., Manager
Satwear, LLC
P.O. Box 720
Havelock, NC 28532
John E. Skvarla, Ill
Secretary
Subject: COMPLIANCE EVALUATION INSPECTION
Patriot Park.
- State Stormwatcr Perm it- SW7111.108 - -
Craven County
Dear Mr. Bayer:
On May 30, 2014 a compliance inspection was conducted for the tract/project known as
Patriot Park, located at 404 Miller Boulevard in Havelock, NC. State Stormwater permit
SW71 11108 was issued for the construction and operation of a wet detention pond that will treat
stormwater runoff from impervious surfaces on site for the life of the project. A file review noted
that we have not received a designer's certification for this project. Condition number 11. 10, states
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."
Please be advised that you are required to comply with the terms, conditions and limitations of your
Stormwater Management Permit under Title ISA North Carolina Administrative Code 2H .1003
and North Carolina General Statute 143-214.7. Failure to comply with the terms of your permit may
result in enforcement proceedings. A designer's certification should be submitted within 30 days of
receipt of this letter.
If you have any questions or need assistance with understanding any aspect of your permit, please
do not hesitate to contact me at [phone].
Sincerely,
e081717,117 rpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 - Phone: [phone] FAX: [phone]
lntemet: hll l pr,oralwebArAand--quality
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M€CHALL S. R EGAN
ti, t)AyU-. 511tt1TH.
lWOON
Mr. Lawrence J. Bayer, Jr., Manager
Satwear, LLC
P.O. Box 720
Havelock, NC 28532
Dear Mr. Bayer:
V'-' f<J
f:nvirnrrmrntal Quality
July 17, 2019
Subject: Stormwater Permit Renewal & Ownership Change
Stormwater Management Permit SW7111108
Patriot Park
Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7111108 for a stormwater treatment system consisting of a wet
detention pond serving Patriot Park located at 404 Miller Boulevard in Havelock, NC
expires on February 2, 2020. This is a reminder that permit renewal applications are
due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
The permit was originally issued to Satwear, LLC. It was noted in the Craven County tax
records that the wet pond property is now owned by Patriot Park POA, Inc. Permits are
not automatically transferred to new owners without the submittal of an ownership
change application and fee. Please submit a completed permit renewal application
along with a $505.00 fee for permit renewal and an ownership change application with
an additional $505.00 fee. Application forms for renewal and ownership change can be
found on our website at:
North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
Sincerely,
Roger K. Thorpe
Environmental Engineer
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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
January 26, 2012
Mr. Lawrence J. Bayer, Jr., Manager
Satwear, LLC
124 Joseph Drive
Havelock NC 28532
Subject: Stormwater Review SW7111108
Patriot Park
Craven County
Dear Mr. Bayer:
This office received a Coastal Stormwater permit application and plans for the modification of the subject project
on November 18, 2011 with additional information received on November 28, 2011. A preliminary review of the project
indicates that before a State Stormwater permit can be issued the following additional information is needed.
The outlet structure detail found on plan sheet 12 of 13 has the upturned elbow elevation (ic. Permanent Pool
Elevation) given as 19,00 whereas it should be 18,00fms1. Please revise.
Please revise the Orifice Drawdown calculations to use the minimum design (1.50") volume of 9,622ef when
determining the size of the drawdown orifice instead of the provided volume of 20,415cf in order to keep the
discharge of just the design storm event between 2 to 5 days. Please revise & submit the drawdown calculations,
page 2 of Wet Detention Basin Supplement form, and the outlet structure detail on plan sheet 12,
Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and dated
as necessary to reflect all changes when re -submitting.
The above requested information must be received in this office prior to February 13, 2012 or your application
will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 21-1_ 1000 and North Carolina. General Statute 143-
215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel
free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
cc: Bobby Billingsley, PE — Thomas Engineering
,/Washington Regional Office
Norlh Carolina Division of Water Quality intemet: www.newaterQuality.om
943 Wavhinglon Square ivtall Phone: [phone] NorthCarolina
Washington, NC 27989 FAX [phone]
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Permit No,
(to be pmviftd by DWO)
IIFIDESIGNIINFORMATIONf - - - - — - - - --- --� - - —
-
SurlaceAreas - ------------ - - - -- -- Area, temporary pool 11,825 ft
Area REQUIRED, permanent pool 7,416 fe
SAIDA ratio 3,95' (unitloss)
Area PROVIDED, permanent pool; A, 7.474} R` OK,
Area, bottom of 1 Oft vegetated shelf, Aw s,w 5,492 ft
Area, sediment cleanout, top etevatlon (bottom of pond), A '2,824 tr
Volumes
Volume, temporary pool 20,415 "ft' OK
Volume, permanent pool, Vp,,,;,,u `19,874 fe
Volume, forebay (sum of forebays if more than one forebay) 3,7282W
Forebay %.of permanent pool volume 18.8% % OK
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table'U'W?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See F►gure 10-2b)
Volume, permanent pool, V111-1,,
Area provided, permanent pool, A,,, ,.
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool,
Area, bottom of IN vegetated shelf. Ate„ a
90'%
Y (Y or N)
N .(Y or N)
3,9955 (unidess)
N :/'-(YorN)
9,874 • R'
7,474 r?
R Need 3 it min.
R
Y (Y or N)
7.474 Fe
5,492 fl`
Area, sediment deanouL top elevation (bottom of pond), A,,,. 2,824 f'
'Depth' (distance b/w bottom of 1Oft shelf and top of sediment) 4.00 tl
Average depth lalculated 3.35 f1 OK;
Average depth used in SAIDA, d„ (Round to nearest 0.5ft) 3.5 R O.K
Drawdown Calculations
Drawdown through o0rita?
Diameter of orifrce (if circular)
Area of orifice (If -not► -circular)
Coefficient of discharge (Co)
Driving head (Hi)
Drawdown through weir?
Weir type
Coefficient of discharge_ (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak Row
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (Through discharge orifice or walr)
Storage volume drawdcwn lime
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 Nter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate bulld-au17
Drain mechanfsrn for rnairitenance or emergencies is:
Y r N) ((Wks f�f/C
In2
- ..60'(unillass}
ft
N or N),
(unitless)
(unit)ess)
ly' R
3,97. ft'Jsec
17.2U0jsec
D 2 folsec
2.00;days OK, draws down in 2-5 days.
3;:1
OK'
101
OK
10.0 4
OK
Varies;:1
OK
Vades':1
OK
Y
(Y or N)
OK
2.0 fl
0K
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(YorN)
OK
Mechanical Pumps '
Form SW461•Wat Datenion Basin-Ray.e-W1749 Parts f. & II. Design Summary, Pepe 2 of 2

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
r c
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan: syo.�=-Y_ tArAil
5`"VI
State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality NOV 18 2011 V)CAP
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original D v /� Q— v V j� A O
I. GENERAL INFORMATION i
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Patriot Park
2. Location of Project (street address):
404 Miller Boulevard
City:Havelock County:Craven (Township #6) Zip:28532
3. Directions to project (from nearest major intersection):
From the intersection of Miller Boulevard (SR 1763) and Lake Road (SR 1756) in Havelock, NC, go east on
Miller Blvd approximately 0.15 mi 800 feet . Project is on the left.
4. Latitude:34* 52' 57" N Longitude:76° 55' 19" W of the main entrance to the project.
[I. 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
Specify the type of project (check one):
❑how Density ®High Density ❑Drains to an 4ffsite Stormwater System ❑Other
3. 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: 5 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:
Form SWU-101 Version 07Jun2010 Page I of 6

40A 18 SOM
h,
{

, IV. - PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be transported via sheet flow and roof gutter systems to the proposed primarily curb and
tter and secondarily swale network to the a urovosed stormwater wet detention basin. The basin
outlets overflow waters into an adjacent existing ditch.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 4.31 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -- Total Surface Water Area (6) = Total Project
Area+:4.31 acres
+ Total project area shall be calculated to exclude thefollowing: the normal pool of un ounded structures, the area
between the banks of streants and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward front the NHW (or MHVI/) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) Iine tuay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 47.8 %
9. How many drainage areas does the project have?1 (For high densihj, count 1 for each proposed engineered
stormwater BMP. For low densihj 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.
Basin Information
Drainage Area _
Drainage Area _
Draina e Area _
Drainage Area
Receiving Stream Name
SW Prong to S.C.
Stream Class *
C;Sw;NSW
Stream Index Number *
27-112-1
Total Drainage Area (so
187,750
On -site Drainage Area (so
187,750
Off -site Drainage Area (so
0
Pro osed Impervious Area** (so
80,000
Im ervious Area** total
42.6%
Impervious— Surface Area
Drainage Area _
Drainage Area _
Draina e Area _
Drainage Area _
On -site Buildings/Lots (so
60,000
On -site Streets (so
15,350
On -site Parking (sf)
Included Above
On -site Sidewalks (so
4,000
Other on -site (sf)
650
Future (so
0
Off -site (sf)
0
Existing BUA*** (sf)
1 0
Total (so:
1 80,000
Stream Class and Index Number can be determined at: lit : ortal.ticdenr.or ueb u is csi classi 'catiotis
* Impervious area is defined as the built upon area including, but not litnited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after developnient. Do not report any existing BUA that
is to be renioved and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

III. , CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Satwear, LLC _
Signing Official & TitIe:Lawrence 1. Bayer, Tr. - Manager ^_
b. Contact information for person listed in item la above:
Street Address:124 Joseph_ Drive
City:Havelock State:NC Zip:28532
Mailing Address (if applicable): same as above
City: State: Zip:
Phone: (910 ) 652.6263
Email:joeyAoeybayer. com
Fax: (910 ) 455.6325
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: Lawrence I. Bayer. Ir._
Signing Official & Title:Lawrence 1. Bayer, L.- Owner
b. Contact information for person Iisted in item 2a above:
Street Address:124 Joseph Drive
City:Havelock State:NC Zip:28532
Mailing Address (if applicable):same as above
City: State: Zip:
Phone: (910 ) 652.6263 _ Fax: (910 _) _ 455.6325
Email:ioey2joeybayer.com
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Thomas Engineering, PA
Signing Official & Title:Bobby Billingsley, -PE - Project Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:PO Box 1309
City:New Bern State:NC Zip:28563
Phone:(252 ) 637.2727 Fax. (252 ) 636.2448
Email:[e-mail]
4. Local jurisdiction for building permits: Ci of Havelock - Planning and Inspections
Point of Contact:T. Scott Chase Phone #: [phone]
Form SWU-101 Version 07Jun2010 Page 2 of 6

11. How was the off -site impdrvious area listed above determined? Provide documentation. N/A _
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/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 http://portal.ncdenr.orz/web/wq/ws/su/statesw/forms does. 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 ht-tp:/ Z12ortal.ncdenr.org/web/­wq/­ws/`su/ maps,)
PIease indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hM2://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. --et
11
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&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.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ manage mentfo r
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow,
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, 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 drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
/i✓ Leq
/1 c.
'QC.o
'eLd
K4,op
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify x6,-4
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"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SITYVf prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2799&2061 Page No: 724&037 �9 CIO
11. For corporations and Iimited liability corporations (LLC): Provide documentation from the NC e&a
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be Iisted as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h!W://www,secretary.state.nc.us/CorRorations/CSearch.asi2x
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.or&/web/wq/ws/su/statesw/forms_docs. Download the Iatest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any Iot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:)ohn G. Thomas, PE
Consulting Firm: Thomas Engineering, PA
Mailing Address:PO Box 1309
City:New Bern
Phone: (252 ) 637,2727
Email:johnthomas®thomasengineeringpa.com
State:NC Zip:28563
Fax: (252_ ) 636.2448
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled ottt, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Lawrence J. Bayer,_Jr. _ , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) Lawrence_1. Bailer, Jr. with (print or hjpe name of organization listed in
Contact Information, item 1a) Satwear, LLC to develop the project as currently proposed. A copy of
the Iease 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.
Form SWU-101 Version 071un2010 Page 5 of 6

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 u derstand that the operation of a stormwater treatment facility without a valid
permit is a viol on of NC Gener Statue 143-215.1 and may result in appropriate enforcement action including
the assessment civil penalti4 o up tg$25,000 per day, pursuant to NCGS 143-215.6.
Signa
Date:
a Notary Public for the State of hidrg C4*yL 1_,% . County of
Qrn 1
< do hereby certify that o•we...-+G e -a�,✓..t-i at' personally appeared
44,
before me this7% day of Cl-� 6-Y 2,11 and ackno d 2!��7xec o the application for
a stormwater permit. Witness my hand and official seal,
\ '\Ok111111it) I//f��/i
p41/
p
Notary- Public
Jones County
My Commission expires=
02/07/2012
2O \�T
�lH C mzo
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 00-1 1 Zd
I, (print or hfpe name of person listed in Contact Information, item In) Lawrence 1. Bayer, fr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project ill beconstructeq in conformance with the approved plans, that the required deed restrictions
and protective c enants w be r cord d, and that the proposed project complies with the requirements of the
applicable stor ater rules�+d 15A WCAC 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SL 2008-211.
Signatu
Date:. _ A ZZ611"
n r
e- f i„v Uro4 n a Notary Public for the State of /\.krf'h C�4Lo_I Countyof
7A ­r' S do hereby certify that personally appeared
before me this y of Gb 4 �ur ZO V and acknowl e the e execution of the application for
a stormwater permit. Witness my hand and official seal,
\"\N .�%%%urIIillrfr,,li
\`�\,
_�j���UA
Notary -Public
Tones County _
My Commission expires,
02/07/2012
O
SEAL
My commission expires QZ D ZO
Form SWU-101 Version 07Jun2010 Page 6 of 6

, 12
YlflLjco Zwic

` - - Permit No.
(to be provided by DWQ)
aF w"rFR
®RA
NCDENR a Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be fitted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Patriot Park
Contact person Bobby Billingsley
Phone number 252.637,2727
Date 11.16.2011
Drainage area number Entire Site
II. DESIGN INFORMATION
Site Characteristics
Drainage area
187,750 fe
Impervious area, post -development
74,250 e
% impervious
39,55 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 9,622 ft3 OK
Volume provided 20,415 rya
OK, volume provided is equal to or in excess of volume required.
Storage Volume- SA Waters
1.5' runoff volume ff3
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ff3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
Y (Y or N)
C rainfall depth
tar, Rational
Rational C, pre�evelopment
.20 in
a.20 (unitless)
RECEIVED
Rational C, post -development
0.50 (unitless)
Rainfall intensity: 1-yr, 24-hrstorm
4.61 inlhr OK
Pre -development 1-yr, 24-hr peak flow
3.97 ft3lsec
JA N 3 1 2012
Post -development 1-yr, 24-hr peak flow
17.20 ff3lsec
Pre/Post 1-yr, 24-hr peak flow control
13.23 fl3lsec
Elevations
Temporary pool elevation
20.00 fmsl
D Q.VA R O
Permanent pool elevation
18.00 fmsl
SNWT elevation (approx. at the perm. pool elevation)
18,25 fmsl
Top of 1 Oft vegetated shelf elevation
18.50 fmsl
Bottom of 1Oft vegetated shelf elevation
17.50 fmsl
Sediment cleanout, top elevation (bottom of pond)
13.50 fmsl
Sediment cleanout, bottom elevation
12.50 fmsl
Sediment storage provided
1,00 ft
Is there additional volume stored above the state -required temp. pool?
N (Y or N)
Elevation of the top of the additional volume
fmsl
Form SW401-Wet Detention Basin-Rev.9-9117r09 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
r (to be pmvided by D WO)
11. DESIGN INFORMATION
Surface Areas
Area, temporary pool
11,825 ft'
Area REQUIRED, permanent pool
7,416 ft'
SAIDA ratio
3.95 (unitless)
Area PROVIDED, permanent pool, Ap, _,w
7,474 ft'
OK
Area, bottom of 10ft vegetated shelf, A�It_chelr
5,492 W
Area, sediment cleanout, top elevation (bottom of pond), Aw_pDw
2,824 ft`
Volumes
Volume, temporary pool
20,415 ft'
OK
Volume, permanent pool, Vp,,,,,_,w
19,874 ft3
Volume, forebay (sum of forebays if more than one forebay)
3,728 ft'
Forebay % of permanent pool volume
18.8% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3,95 {vnitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vpe---Dl
19,874 W
Area provided, permanent pool, A,,,,,,_,a
7,474 ft
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Amm_xd
7,474 ft
Area, bottom of 10ft vegetated shelf, Ayoj_,,,,m
5,492 ft`
Area, sediment cleanout, top elevation (bottom of pond), Abo,_pom
2,824 fe
'Depth' (distance btw bottom of 1Oft shelf and top of sediment)
4,00 It
Average depth calculated
3.35 ft
OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
3.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y
(Y or N)
Diameter of orifice (if circular)
1.50 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unidess)
Driving head (Ha)
2.00 ft
Drawdown through weir?
N
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unifless)
Length of weir (L)
It
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
3.97 ft'Isec
Post -development 1-yr, 24-hr peak flow
17.20 ft'Isec
Storage volume discharge rate (through discharge orifice or weir)
0.06 ft'Isec
Storage volume drawdown time
2.00 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
Varies :1
OK
Length to width ratio
Varies :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
2.0 ft
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Mechanical Pumps
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by QWQ)
III. 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.
/L(0
A c c-
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.
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.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
Inlet and outlet structures.
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.
ZL13
7. The supporting calculations.
v9
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
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9. A copy of the deed restrictions (if required).
reGQ
10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
i/
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117109 Part III, Required Items Checklist, Page 1 of 1

r
Permit Number: SW7 i 1 L.=
(to be provided by DWQ)
Drainage Area Number: f
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a t/, , yo
log in a known set location. Any deficient BMP elements noted in the inspection will be �G"IT
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. RECEIVED
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
Nov 18 2011
This system (check one):
❑ does ® does not incorporate pretreatment other than a fc0l Q_` v V FARO
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 12resent.
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 SW401-Wet Detention Basin O&M-Rev.4 Page I of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swaIe
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 Iocation 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 in ,
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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

0
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
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. if applicable)
The outlet device
Clogging has occurred.
CIean 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 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 18
Sediment Removal 13.5 Pe anen Pool
----------- -- Volume Sediment Removal Elevation 13.5 Volume
Bottom Elevatio 12.5 -ft Min. ------------------------------------------ ------
Sediment Bottom Elevation 12.5 l-ft n.
Storage Sediment
Storage
FORFBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 5

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:Patriot Park
BMP drainage area number
Print name:Lawrence. J. Baver. Jr.
Title:_ 11A AlticcG e 2 � 5147�rlr� Ot l.G +✓
Address:124 Joseph Drive T
Phone:
S ignati
Date: / o- & b - �.4r ,
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.
1, _ 7os k,,." Oe i, (,'_ , a Notary Public for the State of
A1&4 ► CA. 0101!,.1 , County of --'i-n e= S , do hereby certify that
_ f �,,r,G•• e 71. la ,,.c,i l personally appeared before me this Z4.
day of Cj � o �J,,Y , Zo) I , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
\\\,,tiul I I i I I I t lrrrr��
A R Pq
` NOta u is
J es ntY
VC m s One
p
�,,,
CPA 50
SEAL
My commission expires d Z d 7 ZU/�
Form SW401-Wet Detention Basin O&M-Rev.4
Page 5 of 5

RECEIVED
High Density Residential Subdivisions NOV 2 8 2011
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.9000 and S.L. 2006-246, the Stormwater Managem e s���
deed restrictions and protective covenants are required for High Density Residential Sub i i ed
lots will be subdivided and sold and runoff will be treated in an engineered Stormwater cunt f ci V.
e
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Lawrence J. Bayer Jr. acknowledge, affirm and agree by my signature below, that i
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S W 7 ) I It GJ? as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 4,000 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
& All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page I of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: Date: r' 1 ILI L, t
AI, a Notary Public in the
State of County offr
do hereby certify that 2 L G PGLkZersonally appeared
before me this the day of �� 20and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
►►�tr�10e3fiVr,�,L
SigrTattrre `�. �.,,.....,,• L;� '•.
/ �v ;�'
My Commission expires � : ®TAR,
i• i •=•
''�� r � �+ � �7 l G ►y71\
Form DRPC-3 Rcv.2 05Nov2009 Page 2 of 2