SW7120204_CURRENT PERMIT_20120525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7Z,�dn�f
DOC TYPE
VD CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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YYYYMMDD

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NCDENR
North Carolina Department of Environment'and Natural
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, PE
Governor Director
May 25, 2012
Mr. Anthony W. Sydes, Member Manager
NAD Development, LLC
4355 Gum Branch Road, Unit B
Jacksonville, NC 28540
Dear Mr. Sydes:
Resources
Dee Freeman
Secretary
Subject: Stormwater Permit No. SW7120204 Modification
Hardee Farms
High & Low Density Subdivision Project with
3 Wet Ponds & 2 Curb Outlet Swales i
Craven County
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification of Hardee Farms on May 14, 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. SW7120204
Modification, dated May 25, 2012, for the construction of the project, Hardee Farms.
This permit shall be effective from the date of issuance until February 20, 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 150B 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].
Sincerely,
AI dodge
Regional Supervisor
Surface Water Protection Section
AHlsv: S:1WQSISTORMWATESW7120204MOD
cc: John Thomas, PE (erwrai j
Craven County Planning/1 inspections
v-Washington Regional Office
North Carolina Division of Water Quality lntemet: www.ncwaterquality_org
943 Washington Square Mall Phone- 252-946-6481 One
Washington, NC 27889 FAX [phone] NOrthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper naturally

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State Stormwater Management Systems
Permit No. SW7120204MOD
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
NAD Development, LLC
Hardee Farms
off Old Airport Road, south of New Bern, Craven County
FOR THE
construction, operation and maintenance of a subdivision with an area of high density
development consisting of 103 residential lots (Lot Nos. 1-10 & 16-108) draining to three
wet detention ponds and a 24% low density development consisting of 18 residential
lots (Lot Nos. 11-15 & 109-121) with 2 curb outlet systems, all 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 20, 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 on page 3 of this permit. The subdivision is permitted for
121 total lots, each allowed a maximum of 4,000 square feet of built -upon area
each.,
3. The runoff from all built -upon area within the three high density drainage areas of
this project must be directed into the designated permitted stormwater control
system (ie Wet Detention Basin) as shown on the approved plans and
specifications.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7120204MOD
4. This project proposes two curb outlet swale systems. Each designated curb
outlet swale shown on the approved plan must be maintained at a minimum of
100' long, maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no
steeper than 5%, carry the flow from a 10 year storm in a non -erosive manner,
maintain a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement. .
5. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters..
6. The following design elements have been permitted for the three wet detention
pond stormwater facilities, and must be provided in the systems at all times.
DA #1 DA #2 DA #3
a. Drainage Area, ft2: 495,175 365,493 515,671
b. Total Impervious Surfaces, ft2: 209,670 167,394 224,635
c. Average Pond Design Depth, feet: 4.28 4.19 4.92
d. TSS removal efficiency: 90% 90% 90%
e. Design Storm: 1.5" 1.5" 1.5"
f. Permanent Pool Elevation, FMSL: 10.00 6.00 6.00
g. Permitted Surface Area @PP ft2: 18,884 14,707 16,872
h. Permitted Storage Volume, ftJ: 60,033 59,099 95,933
i. Storage Elevation, FMSL: 12.50 9.00 10.00
j. Predevelopment 1 year 24 hour: 15.04 9.67 13.64
k. Post development 1 year 24 hour: 27.67 18.95 26.20
I. Controlling Orifice: 2.50" 0 pipe 2.00" 0 pipe 2.25" 0 pipe
m. Permanent Pool Volume, ft3: 67,226 50,254 62,953
n, Forebay Volume, ft3: 13,481 10,030 11,501
o. Maximum Fountain Horsepower: 114 hp 116 hp 114 hp
p. Receiving Stream 1 River Basin: Brice Creek 1 Neuse
q. Stream Index Number: 27-101-40-(1)
r. Classification of Water Body: "C; Sw, NSW"
ll. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire development 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.
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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7120204MOD
5. The stormwater management systems 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.
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(s) installed certifying that the
permitted facility has been installed in accordance with this permit and the
approved plans and specifications. The permittee must certify in writing that the
project's stormwater controls and the impervious surfaces have been constructed
within substantial intent of the approved plans, specifications and other
supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification(s).
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.
b. Sediment removal.
c. Mowing and re -vegetation of side slopes.
d. Immediate'repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7120204MOD
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. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, at a minimum, the following statements
related to the stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7120204 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 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. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. All runoff on the high density lots must drain into the designated 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. Excessive piping of roof gutters on the low density lots is not
allowed.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. 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, 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.
Page 5 of 9

i
State Stormwater Management Systems
Permit No. SW7120204MOD
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 be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in these
ponds are 114hp for Pond #1, 116hp for Pond #2 and 1/4hp for Pond #3.
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
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. Conveyance of
common areas to third parties, such as a homeowner's association, by the
permittee, does not constitute transfer of the stormwater permit and does not
relieve the permittee of responsibility for maintaining compliance with the permit
or for transferring 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7120204MOD
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 20, 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 251" day of May, 2012.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/-'
', for
Charles`Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7120204 Modification
Page 7 of 9

y
Skate Stormwater Management Systems
Permit No. SW7120204MOD
Certification Requirements: Page 2 of 2
Designer's Initials
.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.
fi. 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 9 of 9

State Stormwater Management Systems
Permit No. SW7120204MOD
Hardee Farms Page 1 of 2
Stormwater Permit No. SW7120204MOD
Craven County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodical lylweeklylfuII
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

tw,i r 6LA ,4 L-%
' �w4 DWQ USE ONLY
" Date Received
Fee Paid cb-o- i c q r ��
Permit Number
rriHrTTUIZy
tDoc,
SLAJ -7 1 -7-c zot-{-
:
Applicabl Rpule Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all NP I?on-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
L- ❑ Other WQ Mgmt PIan:
State of North Carolina �p
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for icse as an original
I. 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.):
Hardee Farms
2. Location of Project (street address):
Off of Old Air ort Road
City:New Bern County:Craven (fWSHP #7) Zip:28562
3. Directions to project (from nearest major intersection):
Project site is Iocated at the intersection of SR 1116(Thurman Rd and SR 11.11 Old Airport Road however
best accessed through the adjacent Brices Crossing subdivision to the north (see PIan Vicinity Map).
4. Latitude:35° 01' 51" N Longitude:77° 01' 59" 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 numberSW7120204 , 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 ®High Density ❑Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a Ietter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, SW7120204 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: 40 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts 0.37 ac
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:All obtained aft being
Form S WU-101 Version 07Jun2010 Page 1 of 6

add

S
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.NAD Development, LLC
Signing Official & Title:Anthony_ W. Sydes_ - Member Manager
b. Contact information for person listed in item 1a above:
Street Address:4355 Gum Branch Road, Unit B
City: acksonville State:NC Zip:28540
Mailing Address (if applicable):PO Box 7122
City.lacksonville State:NC Zip:28540
Phone: (910 ) 455.6956 _ Fax: (910 ) 455.6325
Email:[e-mail]
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 item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
Phone. ( 1
Email:
State: Zip:
Fax: { )
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: [phone]
Email:bobbybillingsley®thomasengineeringpa.com
4. Local jurisdiction for building permits: City of New Bern - Planning and Inspections
Point of Contactaohnny Clark Phone #: (252 } _639.7594
Form 5WU-101 Version 07Jun2410 Page 2 of 6

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, roof gutter systems, and curb and gutter to proposed storm
drainage pipe and swale/channel network as shown on the plans. Project stormwater will pass through
proposed wet detention basins (HD) or curb outlet swales (LD) prior to leaving site and flowing into Brice's
Creek.
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: 46.85 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:46.85 acres
+ Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (Nline or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or MHV9 line. 'Dw resultant project area is used to
calculate overall percent built upon area (BLIA). 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 = 38.3 %
9. How many drainage areas does the project have?3 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property 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. f oW'& r V*o LA OA)
Basin Information
Drainage Area ]
Drainage Area 2
Drainage Area 3
Draina e Area 4
Receiving Stream Name
Brice Creek
Brice Creek
Brice Creek
Brice Creek
Stream Class *
C;Sw;NSW
C;Sw;NSW
C;Sw;NSW
C;Sw;NSW
Stream Index Number *
27-10140-(1)
27-10140-(1)
27-10140-(1)
27-10140-(1)
Total Drainage Area (so
495175
365493
515671
490686
On -site Drainage Area (so
495175
365493
515671
490686
Off -site Drainage Area (so
0
0
0
0
Proposed Impervious Area** (so
209670
167394
224635
114246
% Impervious Area** total
0.42
0.46
0.44
0.23
Impervious' Surface Area
Drainage Area
Drainage Area
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
140000
112000
160000
72000 (IS 0'
On -site Streets (so
60980
48644
56615
36,535
On -site Parking (sf)
IncIuded Above
Included Above
Included Above
Included Above
On -site Sidewalks (so
8690
6750
8020
5,711
Other on -site (so
0
0
0
0
Future (so
0
0
0
0
Off -site (sf)
0
0
0
0
Existing BUA*** (so
0
0
0
1 0
Total (so:
209670
167394
224635
1 490686
* Stream Class and Index Number can be determined at: littp//Portal.ncdernr.orgfwebiwq&s/csic%lassi cations
*� Irnpenvious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of
13 .fd• IAs. , r.,.. l-j6IA5 -4, 12

11. How was the off -site impervious area listed above determined? Provide documentation. N/A _
Projects in Union County: Contact D11"Q Central Ojfte staff to check if the prtjcct is located ivithin a Threatened c€
Endangered Species watershed that pray be .subject to mare stringent stormtt•ater requirements as per NCI C 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&,tit) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htta:/./vortal.nc+lenr.ore/wbb/%vu/%vs/su/bran-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 littp://portii.licL]eiir.org/%%,cb/%%,q/ivslstilstaiesw/fbrfns dots. The complete
application package should be submitted to the appropriate DWQ Office. (Tine appropriate office may, be
found by locating project on the interactive online map at http:/ /portal.nc�ienr.org/weUj�+c�f ws/su/maps.)
Please 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 dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of tine signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 belmo)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. "0 o a
4. Permit application processing fee of S5e5,payahl4 to NCDENR. (For an Express review, refer to
http:/ b\,i ' v.envhelp.org/pages/anestope\}iress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit.Coordunator for
additional information and to schedule the required application meeting.)
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/z mile of the site boundary, include the Vz
mile radius on the map.
7. Sealed, signed and elated calculations.
8. 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 AIH%V or NHW line of tidal
waters, and and, coastal wetlands landward of the NIHIV 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 ivith bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measure.
m. Wetlands delineated, or a note on the plans that none exist. QvIust ik 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 sires, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of
X69T
leL a
44
'IezQ
LPL Q

9. Copy of any applicable soils report with the associated SI-RVT elevations (PIease 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"x11" cop), of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 13hIPs, 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 DlYQ to verifij the SMVTlrrior
to sulunittal, [phone].) 3 01 n 1
10. A copy of the most current property deed. Deed book: 3054 Page No: 493 � L�
11. For corporations and limited Iiabilih, corporations (1_1_C): 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 la, 2a, anti/or 3a per NCAC 21-1.1003(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.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspx
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, Iot 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.//lfoetal:itcticiiixrrg/%%,eb/wy/ws/su/statcs%v/formS_tIOCS. Download the latestversions foreach 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 lot.
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 iohn G_Thomas, .PE
Consulting Firm: Thomas Engineering, PA
Lklailing Address:PO Box 1309
City:New Bern State:NC Zip:28563
Phonc: (252 i 637 2727_ Fax: (252 ) 636.2. 48
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, iterrr 2 has been filled ant, cornplete this
section)
1, (print or type narue of person listed in Contact Information, item 2a) n/a certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item 1a) - with (print or h1pe name of organization listed in
Contact Information, iteut ]a) 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.
Form SWU-101 Version 07Jun2010 Page 5 of

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 an), responsibility to notify DIVQ immediately and submit a
completed Name/Ownership Change Form ►vithin 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. 1 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 1.13-215.6.
Signature: Date:
I, , a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this ^ day of , and acknowledge the due execution of the application for
a stormwiter permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or type nrarne of person listed in Contract Information, item Ira) Anthony W. Sides
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable sto ter rules under 15A NCAC 21-1 .1000, SL 2006-246 (Ph. Ii -� Post Construction) or SL 2005-211.
``. i 7 n
Date: IMIT11
-
I, 04 v a C iR" G.n .__ a Notary Public for the State of . N odl% c4v o�1noa , County of
7oK<S —.do hereby certify that 4w%tko"I SA+LS personally appeared
before me this $ ay of ZO! Z , and , 'low a the exec n of the Application for
a stormwater permit. Witness my hand and official seal,
`t��yu a u+a urra��
IVotory Public 2 i
Tones county
My commission expires=
02/07/2012
SEAL
My commission expires OZ 07 ZO l�
Form SWU-101 Version 07Jun2010 Page 6 of

Permit No, 6VJ-11 7 b�-n`f'
' (to be provided by DWO)
1-
EXPRESS
MAY 14 2012 �oF vJAr�9Q
y
NCDENR NC DENR
a
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submi ted along with all of the required information.
I. PROJECT INFORMATION
Project name Hardee Farms - Phase One
Contact person Bobby Billingsley
Phone number 252.637.2727
Date 51912012
Drainage area number Drainage Basin#1 - Wet Detention Basin #1 - Revised due to Section D Add
!I. DESIGN INFORMATION
Site Characteristics
Drainage area
495,175 fe
Impervious area, post -development
209,670 fe
% impervious
42.34 %
Design rainfall depth
1.5 in
Storage Volume: Non -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 pre/post 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-hrstorm
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 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
26,700 ft3 OK
60,033 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
(Y or N)
3.7 in
0.25 (unitless)
0.47 (unitless)
4.66 irdhr OK
15.04 folsec
27.67 R3lsec
12.63 elsec
12.50 fmsl
10.00 fmsl
10.50 fmsl
10.50 fmsl
9.50 fmsl
4.50 fmsl
3.50 fmsl
1.00 It
(Y or N)
fmsl
Form 5W401-Wet Detention Basin-Rev.8-9l17109 Parts I. & ll. Design Summary, Page 1 of 2

.It
6� t4111�

Permit No.
(to be provided by DWO)
11. DESIGN INFORMATION
Surface Areas
Area, temporary pool
27,153 ft2
Area REQUIRED, permanent pool
15,846 ft2
SAIDA ratio
3.20 (unifiess)
Area PROVIDED, permanent pool, Ap,,,,, pw
18,884 ft` OK
Area, bottom of 10ft vegetated shelf, A,�_ga
15,339 e
Area, sediment cleanout, top elevation (bottom of pond), A„ t x ,
8,129 fe
Volumes
Volume, temporary pool
60,033 ft'
Volume, permanent pool, V,-,—,
67,226 ft3
Volume, forebay (sum of forebays if more than one forebay)
13,481 ft3
Forebay % of permanent pool volume
20.1% %
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.20 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V.,,,-"
67,226 ft'
Area provided, permanent pool, Ar,,m_,6
18,884 ft`
Average depth calculated
ft
Average depth used in SAIDA, d„ (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ar m, xd
18,884 ft
Area, bottom of 10ft vegetated shelf, A,�,hw
15,339 e
Area, sediment cleanout, top elevation (bottom of pond), A,,,,.
8,129 ft2
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
5.00 ft
Average depth calculated
4.28 It
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
4.5 It
Drawdown Calculations
Drawdown 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 (C.)
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 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
(Y or N)
2.50 in
in2
0.60 (unitless)
2.50 ft
(Y or N)
_ (unitless)
(unitless)
—ft
it
13.24 ft"Isec
24.89 ft'/sec
0.15 ft'/sec
2.00 days
KI
OK
Need 3 ft min.
OK
OK
OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
4.35 (avg) :1
OK
4.35 (avg) :1
OK
Y (Y or N)
OK
1.0 ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Mechanical Pumps
Forth SW401-Wet Detention Basin-Rev.8-9117109 Paris 1. & 11. Design Summary, Page 2 of 2

EXPRESS
MAY 14 2912
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be be provided hiy DWQ)
NC ®ENRSTORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may he photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stornnvater
collection system as defined by 15A NCAC 21-1 .1002(18). Low density requirements and density factors can
be found in Session Law 2008-21 I, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ 13MP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 21-1 .1008(g).
I. PROJECT INFORMATION
Project Name : Hardee Farms - Phase One - Section D
Contact Person: Bobby Billingsley, PE Phone Number: ( 252 )637.2727
Number of Lots:18 Allowable Built Upon Area (BUA) Per Lot*:4,000 sft
Number of Dwelling Units Per Acre**:
Low Density Development (clreckone): ❑ without curb & gutter ® with curb & gutter, outlets to (check- one):
® Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. IWA shall be
shown in units of square feet.
**(Phase II Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects.(http:l/h2o.enr.state.ne.us/su/bmp_forms.htni)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2110109 Page I of 4

Calculation:
For uniform lot sizes:
(SA: ftZ_x DF: ) -- (RA: ft2) — (OA: ft2) = BUA per Lot = ft2
(No of Lots: 18)
For non -uniform lot sizes:
a. (SA: 490,686 ft2 x DF:.24) — (RA: 36535 ft2) — (OA: 5711 ft2) = Total allowable lot BUA = 75,519 ft2
b. Total BUA from lot listing: 72, 000sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http:l/lidsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10-_year storm.
Swale No.
Drainage
Area ac
Impervious
Area (ac)
Grassed
Area ac
C
Q
(efs)
Slope
Vall°w
(fps)
Vactual
(fps)
Flow
Dc th 11
6' 1
87529
43388
44141
0.52
5.24
0.41 %
2.0
1.73
0.62
2
111739
56858
54881
0.53
6.82
0.50%
2.0
1.92
0.67
3
4
5
6
7
8
9
i0
II
12
13
14
15
16
17
18
19
20
Fonn SW401-Low Dens ity-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-21 1.
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 that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for• pi-( ects with curb outlets.
Page/Plan
Initials Sheet No.
a. t For projects in the 20 coastal counties: Per NCAC 21-1.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative
buffer is provided adjacent to surface waters..
r d C. t For Phase 11 Post -Construction projects: All built upon area is located at least 30 fcct
landward of all perennial and intermittent surface waters.
A d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
0" ,e`PW-�-­e.
Built upon area calculations are provided for the overall project and all lots.
f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 21-1 .1007)
ha g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 fr�l- curb outlet svrules.
h.
Longitudinal slope of swales is no greater than 5%; for non-cul-b outlet projects,
calculations for shear stress and velocity are provided if slope is greater than 5%.
iCa -i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
oe-�k.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
k.
Swale detail and permanent vegetation is specified on the plans.
I.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
�_a>I m.
Swales are located in recorded drainage casements.
5— n.tt
Length of Swale or vegetated area is at least 100 feet for each curb outlet.
'�A& o tt
The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each Swale).
p."
Curb outlets direct flow to a swale or vegetated area.
t Projects in the Ncuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 ["age 3 of 4

A.
V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Watcr Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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.
Print Name and Title:Anthon,y W. Sydes - Manager - NAD Development, LLC
Address:PO Box 7122. Jacksonville. NC 28540
Phone:[phone] Date: o5 67/o���a�J
rZIT
Signatu
Note: The legally responsible parfv should not be a homeowners association unless more than 50%, of the loss have been sold and
a resident of the subdivision has been named the president.
1, ��� P Kl n , a Notary Public for the State of C'Q1,011a0', County of
o mf/QW do hereby/certify that en VV-,jV des personally appeared before me this��j
day of ffia and acknowledge the due execution of the forgoing swale maintenance requirements.
it s my hand and official seal,
o ry signature
My commission expires
-L�L/�ZAOZ:�-
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

EXPRESS Low Density Residential Subdivisions with Curb Outlet Swales
MAY 14 2012 Deed Restrictions & Protective Covenances
In wrWh Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
de res r c and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built -upon" area consistent with the applicable
regulation governing the density level.
Anthony W. Sydes _ acknowledge and affirm by my signature below, that I
will cause the following deed restrictions and protective covenants to be recorded prior to the sale of any lot
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7120204 Mot , 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, and coquina, but does not include
raised, open wood decking, or the wafer surface of swimming pools.
7. in the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. This project proposes a curb outlet system. Each designated curb outlet swale shown on the approved
plan must be maintained at a minimum of 100' long with 5:1 (H: V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non -erosive manner,
and maintain a dense vegetated cover.
9. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
10. Each lot will maintain a 30* foot wide vegetated buffer between all impervious areas and surface
waters.
11. All roof drains shall terminate at least 30* foot from the mean high water mark of surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development is
prohibited by any persons.
*50 foot for projects located in the 20 coastal counties.
Form DRPC-6 Rev2 05Nov2009 Page 1 of 2

Low Density Residential Subdivisions with Curb Outlet Swales
Deed Restrictions & Protective Covenances
Signature: ��- Date: 05107'lzolz
I, Uah Y Quf h a Notary Public in the
State of 1�0���'] CQY��fYI R County of QVIS 10 k1/ ,
do hereby certify that fin4hovi t'v. ,::W —s personally appeared
before me this the -71'h day of {�� �/ , 20, and acknowledge
xecution of th.9 fork ing instrument. Witness my hand and offl�j4E , ►►U►��
i
gr�ature !i _ L: �-� oP
y/Commission expires
COIS\,�` `.
`• fiIII;111%
Form DRPC-6 Rev2 05Nov2009 Page 2 of 2

ROv COOPER
Governor
MICHAEL S. REGAN
Set viar'Y
S. DANIEL SMITH
Direclnr
NAD Development, LLC
Attention: Mr. Anthony W
P.O. Box 7122
Jacksonville, NC 28540
Dear Mr. Sydes:
NORTH CAROLINA
Environmental Quality
July 30, 2019
Sydes, Manager
Subject: Stormwater Permit Renewal & Ownership Change
Stormwater Management Permit SW7120204
Hardee Farms
Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7120204 for a stormwater treatment system consisting of three
wet detention ponds serving Hardee Farms Subdivision located in Craven County
expires on February 20, 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 NAD Development, LLC. It was noted in the Craven
County tax records that the property is now owned by Hardee Farms Homeowners'
Association, 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:
rr� i , _ . `Itr:1•-:L•_t"• _ .il _�,.t_l. ,F,.Sii'. ..4" �. W ..r' ,t_•_�, { _}.
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
Cc Hardee Farms Homeowners' Association, Inc
John Thomas
North ('ar<)lira Department of Environmental Q�*4ty ! Division of Energy, Mineral and Unui Resaurces
�vnshingtrrn Regiurs l []I'fi :e :. �•t31^lashirogson 3cuare \lafl ! 1Y,cshington. North Carolini%?788�)
tip: r.• c�
252ci.16,1,481
`
,)
n,...nMe�tov
1
m�wo- 1

EXPRESS Permit Number:
FEB Q 7 2012 (to he provided b) DWQ)
Drainage Area Number: I
WdI]'�W1�*,bn 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 forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
lon
-approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 2 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
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

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.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or re lace 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 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal Ej. 4_5
Bottom Elevatio 3_5
FOREBAY
BASIN DIAGRAM
ill in the blanks)
1 Volume'
-ft Min.
Sediment
Storage
Permanent Pool Elevation 10
Pool
Sediment Removal Elevation 4_5 Volume
Bottom Elevation 3_5
MAIN POND
II n.
Sediment
Storage
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 1 am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hardee Farms -010C Ove-
BMP drainage area number:I
Print name:Anthony W. Sydes
Title:Manay,er - NAD Development, LLC
Address:PO Box 7122
Phone:
Signatt
Date:
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, 1,5 ocn po—v(ew+ , a Notary Public for the State of
Nor k C�►vo�.:,4 , County of ��n�-'-� , do hereby certify that
personally appeared before me this 4;_
day of 7� !Z, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
'\\���uttuR PA
ntrrrrrrr�r�
O .2
tyotcry
My C.Z)m . jssior ��piies_
02107,20.2
SEAL
My commission expires 3�/70 /Z-
Form SW401-Wet Detention Basin O&M-Rev.4 Page 5 of 5

ra
FEB 0 7 2012 Permit Number:S_
U 7 /'),
(to he provided by DWQ)
NCDENR Drainage Area Number: 12-
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 forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential roblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizeLapplication,
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 1 of 5

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 spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

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.
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 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
7 Permanent Pool Elevation 6
0.5 YPe anen Pool
Volume Sediment Removal Elevation 0.5t Min.-----------------------------------ediment Bottom Elevation -0,5 1-11 4n.
Storage Sediment
Storage
FOREBAY 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. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hardee Farms -Py1sE eNC
BMP drainage area number:2
Print name:Anthony W. Sydes
Title:Manager - NAD Development, LLC
Address:PO Box 7122
Phone:
Signature:
Date:-/a5 f
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, To5�" A p""� iCo. r` , a Notary Public for the State of
County of 3001-CS , do hereby certify that
AK personally appeared before me this �h
day of„�c�,•,, , 7� t 2, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
O�'O }>, R p qL`�
Notary Public 2 �f
Jones County
My Commission expires=
02107/2012 Q
20
cA�Jc-
rlririiisiitsN� __A
SEAL
91 t4" a �2'
My commission expires/2� 7 L-ZOI-Z--
Form SW401-Wet Detention Basin O&M-Rev.4
Page 5 of 5

FEB 0 7 2012 Permit Number: Slj r IA0 20 l
(to be provided by DWQ)
NC ®ENR 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 rU
log in a known set location. Any deficient BMP elements noted in the inspection will be
1
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 forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
-- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is resent.
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
lon
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4 Page I of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 5

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 wiIl 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.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area,
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

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.
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 6.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal -0.5
----------------
Bottom Elevatio -1_5 1
FOREBAY
BASIN DIAGRAM
ill in the blanks)
1 Volume
ft Min.
Sediment
Storage
Permanent Pool Elevation 6.0
Pool
`------Sediment Removal Elevation_ 0_5 Volume
Bottom Elevation -1.5
MAIN POND
II±lb�in.
Sediment
Storage
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:Hardee Farms -pH,isE a)E
BMP drainage area number
Print name:Anthony W. Sydes
Title:Manager - NAD Development, LLC
Address:P4 Box 7122
Phone: 910.455.056
Signature:
Date: , r-7-
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.
neW 6. -n , a Notary Public for the State of
f�„t��r:no,, ,County of �ar+r: S , do hereby certify that
s personally appeared before me this
day of QUaAAa4fZa tZ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
` O 4
Notary Public
_ Jones County
My Commission expires=
0210712012
0 \�
/P
SEAL
My commission expires/
Form SW401-Wet Detention Basin O&M-Rev.4 Page 5 of 5