SW8150905_Current Permit_20170607

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
June 7, 2017
Dr. Arnold Sobol, Manager
Aftew Properties, LLC
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SWS 150905
The Village at Motts Landing Phase 2C
High Density Subdivision Wet Detention Pond Project
New Hanover County
Dear Dr. Sobol:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for The Village at Motts Landing Phase 2C on June 7, 2017. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations
set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding modified Permit
No. SW8 150905 dated June 7, 2017, for the construction, operation and maintenance of the BMP's and
built -upon area associated with the subject project.
The following modifications have been permitted:
1. Pond Design: Both ponds have been redesigned.
2. Number of Lots: The number of lots has decreased from 61 to 56.
This permit shall be effective from the date of issuance until February 19, 2024, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the conditions listed in
this permit regarding the Operation and Maintenance of the BMPs, recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew
the permit, will result in future compliance problems. If any parts, requirements, or limitations contained
in this permit are unacceptable, you have the right to request an adjudicatory hearing by filing a written
petition with the Office of Administrative Hearings (OAH). The written petition must conform to
Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30)
days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if
a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such
demands are made this permit shall be final and binding. If you have any questions, or need additional
information concerning this matter, please contact Kelly Johnson in the Wilmington Regional Office, at
[phone].
Sincerely,
Cr
Tracy Da is, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: \\\Stormwater\Permits & Projects\2015\150905 HD\2017 06 permit 150905
cc: Phil Tripp, PE, Tripp Engineering
Inspector, New Hanover County Inspections
New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality 1 Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension ' Willnington, NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 150905
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
Aftew Properties, LLC
The Village at Motts1anding Phase 2C
5625 River Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) wet detention pond(s) in compliance with the provisions of 15A
NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy, Mineral and Land Resources (hereafter referred to as the Division or DEMLR)
and considered a part of this permit.
This permit shall be effective from the date of issuance until February 19, 2024 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. The subdivision is permitted for 56 lots, each allowed a maximum of 5,000 square feet of built -upon area.
3. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.6 of this permit. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems. The wet ponds designated as Pond
1 and Pond 2, have been designed to treat the runoff from 170,020 square feet (including 0 square feet of
future impervious area) for Pond 1, and 285,050 square feet of impervious area (including 15,000 square
feet of future impervious area) for Pond 2.
4. The maximum built -upon area allowed for the entire subdivision is 455,070 square feet.
A 50' wide vegetative buffer must be provided and maintained adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of both
sides of streams and rivers and the mean high water line of tidal waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 150905
The following design elements have been permitted for this wet detention pond stormwater facility, and must
be provided in the system at all times.
a. Drainage Area, Acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lot Impervious, ft2:
Roads/Parking, ft2:
Other, ft2:
future, ft2:
Offsite, ft2:
c. Average Pond Design Depth, ft:
d. TSS Removal Efficiency, %:
e. Design Storm, in:
f. Permanent Pool Elevation, fmsl:
g. Permitted Surface Area at PP, ft2:
h. Temporary Storage Elevation, fmsl:
i. Predevelopment 1 yr-24 hr. discharge rate, cfs:
j. Controlling Orifice Diameter, in:
k. Orifice Flowrate, cfs:
I. Permanent Pool Volume, ft3:
m. Forebay Volume, ft3:
n. Maximum Fountain Horsepower, hp:
o. Receiving Stream/ River Basin
p. Classification of Water Body
II. SCHEDULE OF COMPLIANCE
Pond 1 Pond 2
10.30
15.28
448,579
665,808
0
0
170,020
285:050
100,000
180,000
62,155
56,105
7,865
33.945
0
15,000
0
0
3.04
4.25
90%
90%
1.5
1.5
8.00
8.50
20,765
23,701
10.00
10.00
12.63
11.92
2.00
2.50
0.09
0.12
51,035
78,629
10,294
15,441
1/6
1/4
Motts Creek / Cape Fear
C; SW
No person or entity, including the permittee, shall alter any component of the approved stormwater system
shown on the approved plans.
2. The permittee shall review all lot plans for new construction and any subsequent modifications and
additions, for compliance with the conditions of this permit. The permittee shall not approve any lot plans
where the maximum allowed built -upon area has been exceeded, or where revisions to the grading or to the
storm drainage system are proposed unless and until a permit modification has been approved by the
Division.
3. The permittee is responsible for the routine monitoring of the project for compliance with the built -upon area
limits, grading, and the storm drainage system established by this permit, the permit documents, the
approved plans, and the recorded deed restrictions. The permittee shall notify any lot owner that is found to
be in noncompliance with the conditions of this permit in writing, and shall require timely resolution.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 150905
6. All stormwater collection and treatment systems must be located in public rights -of -way, dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such required
rights -of -way, common areas and easements, in accordance with the approved plans. Access to the
stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
7. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, the permittee shall cause a certification from an appropriate designer for the system
installed to be submitted, 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.
9. The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction, for any modification to the approved plans, including, but not limited
to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater management
measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project area.
The project area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
e. The construction of any future BUA listed on the application.
10. The permittee shall at all times provide the operation and maintenance necessary to assure that all
components of the permitted stormwater system function at design condition. The approved Operation and
Maintenance Agreement is incorporated by reference into this permit and must be followed in its entirety
and maintenance must occur at the scheduled intervals.
11. Records of maintenance activities must be kept and made available upon request to authorized personnel of
the Division. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
12. 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 SW8150905, as issued by the Division of Energy, Mineral and Land
Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division.
f. The maximum built -upon area per lot is 5,000 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 150905
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the pond or street, grading the lot
to drain toward the street or directly into the pond, or grading perimeter swales and directing them
into the pond or street.
Built -upon area in excess of the permitted amount will require a permit modification.
All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of
each side of streams and rivers and the mean high water line of tidal waters.
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the Stormwater Rules is subject to enforcement
procedures as set forth in G.S. 143, Article 21.
13. 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.
14. If the stormwater system is 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.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel. The project
and the stormwater facility must be in substantial compliance with all permit conditions. Any, items not in
compliance must be repaired, replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
16. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain 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 this pond is 1/4hp for Pond 1 and 1/3hp for Pond 2.
17. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
18. If permeable pavement BUA credit is desired, the permittee must submit a request to modify this permit to
incorporate such language as required by the Division. The request to modify must include a proposed
amendment to the deed restrictions and protective covenants for the subdivision, and 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 shall submit the necessary forms and documentation to the permittee, or a designated agent,
and receive approval prior to construction of the permeable pavement.
III. GENERAL CONDITIONS
Any person or entity found to be in noncompliance with the provisions of a stormwater management permit
or the stormwater rules is subject to enforcement action as set forth in NCGS 143, Article 21.
2. 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.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take immediate corrective
action, including those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems. Additional or replacement stormwater management
systems shall receive a permit from the Division prior to construction.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 150905
4. This permit is not transferable to any person or entity except after notice to and approval by the Director.
The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the
supporting documentation as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. An ownership change including the sale or conveyance of the project area in whole or in part, except
in the case of an individual lot sale that is made subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association,
subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves a request to transfer the permit. Neither the sale of the project in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal business hours for the
purpose of inspecting 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, specifications, supplement forms, 0&M Agreements and calculations for this project are
incorporated by reference and are enforceable parts of the permit. The permittee shall maintain a copy of
these documents on file at all times.
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
SL 2006-246, Title 15A NCAC 2H.1000, SL 2008-211 and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit modified and reissued this the 7th day of June 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy Davi .E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 150905
The Village at Motts Landing Phase 2C
Stormwater Permit No. SW8 150907
New Hanover County
Designer's Certification
Page 1 of 2
I, as a duly registered in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

Certification Requirements:
State Stormwater Management Systems
Permit No. SW8 150905
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.
16. All components of the stormwater BMP are located in either recorded common areas, or recorded
easements.
cc: NCDEQ-DEMLR Regional Office
Inspector, New Hanover County Building Inspections
Page 8 of 8

Permit Number:" 9 crjQ�{ Q 5
IFUM-i(to be prov'ded by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
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
detention basin
Areas of bare soil and/or
' erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a licati
Vegetation is too short or too
Main t t f
long.
_
a ro atel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
DEC°o
0Y. - Pace laf 4

Permit Number:
(to be provided by DWO
Drainage Area Number:
BMP element: Potentialproblem:
The inlet device: pipe or The pipe is clogged.
swale
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
The forebay Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
The vegetated shelf
The main treatment area
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swaie if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
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.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
9 EGEIV'E
JEC 0 6 201
BY: Pale 2 0£4

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
on the embankment.
Remove shrubs immediately.
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
the embankment.
Consult a dam safety specialist to
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 4.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
4_5 ]
FOREBAv
BASIN DIAGRAM
(fill in the blanks)
L ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 8.0
Pool
\ - - - - Sediment Removal Elevation 4_0- - - - - - - - - - - - -t volume
Bottom Elevation 3.0
MAIN POND
ECEIVE
MAY f 12017
gY; Page 3 of 4
1-ft
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Village at Motts Landing Phase 2C
BMP drainage area number: l
Print name:Arnold L. Sobol
Title:Member Manager
Address:2020 S. Churchill Drive, Wilmington NC 28403
Signature: IF `,/ �m
Date:_����J
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, IdIa C T�ei ird . a Notary Public for the State of
!S,164h "no. , County of P-Pn{,_r-- , do hereby certify that
Arvid ( I personally appeared before me this 3
day of� , 2XJ(, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
AIJ8%"®Cp
My commission expires 1(d
Form SW401-Wet Detention Basin O&M-Rev.4
ECF-IVElh
DEC 0 6 29113
Brage 4 of 4

Permit Number: < (--1 N 4 CA
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
,How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximatelv six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
CVt=IVt::
DEC 0 NO o
6Y:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
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.
ECEIVE
DEC 0 6 20110
Form SW401-Wet Detention Basin O&M-Rev.4 OY; page 9 of 4

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
on the embankment.
Remove shrubs immediately.
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
the embankment.
Consult a dam safety specialist to
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 6.0 feet in the maim pond, the sediment
shall be removed.
When the permanent pool depth reads 2.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
6_5 Pe anenN
------------------ Volume
5_5 -ft Min.
Sediment
Storage
POREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 8.5
Pool
\ -----Sediment Removal Elevation 2-5------------- Volume
---ume
Bottom Elevation
MAIN POND
DECEIVE
MAY r 1 2017
BY. Page 0f 4
1-ft
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:The Village at Motts Landing Phase 2C
BMP drainage area number:2
Print name:Arnold L. Sobol
Title:Member Manager
Address:2020 S. Churchill Drive, Wilmington NC 28403
Laie:_��v
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,� I�rLP a Notary Public for the State of
r&rrx , County of ?rMey , do hereby certify that
Arfdd i ,, g5bd personally appeared before me this 5
day of�P,� ( and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
$0IARk
My commission expires /d—/.T'-Z,!
ECEIVE
DEC 0 6 2013
BY -
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
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, Arnold L. Sobol , 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 inters ensure ongoing compliance with State Stormwater
Management Permit Numbed ' 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 5, 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.
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.
8. 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.
Signatu
&,W- 4 �4_
I, Della C. Baird , a Notary Public in the
State of North Carolina , County of Pender ,
do hereby certify that Arnold L. Sobol personally appeared
before me this the E3 day of , 2016�, and acknowledge
the due execution of the foregoing instrument. Witness my hand a!Iq..9•�ficial seal,
Signature
My Commission expires 1011512-to
Ai" t5A
IDEC 0 6
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1

' DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules": ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWA'I'ER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use 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.):
The Village at Motts Landing Phase 2C
2. Location of Project (street address):
5625 River Road
City:Wilmington County:New Hanover Zip:28412
3. Directions to project (from nearest major intersection):
From the intersection of Sanders Road (SR1187) and Motts Village Road (SR 2427), travel approx 01 mile
north. Turn right onto Motts Forest Road and travel 0.2 mile east to Grand Champion Road
4. Latitude:34* 07' 36" N Longitude:770 54' 00" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8150905 , its issue date (if known)2/19/16 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 letter from
DEMLR requesting a state stormwater management permit application, Iist 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: _
❑NPDES Industrial Stormwater M404/401 Permit: Proposed Impacts
ac of Disturbed Area
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:
5. Is the project located within 5 miles of a public airport? ®No ❑
If yes, see S.L. 2012-200, Part VI: htt ortal.ncdenr.or web lr rules -and -re ulat�
�C trot,1
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III, CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the projecfl:
Applicant/Organization:Aftew Properties, LLC
Signing Official & Title:Arnold L. Sobol, Member Manager
b. Contact information for person listed in item 1a above:
Street Address:2020 S. Chruchill Drive
City:Wilrnington State:NC Zip:28403
Mailing Address (if applicable):
City: State:
Zip:
Phone: (910 ) 763-2629 Fax: (910 ) 763-4742
Email:lobos251®aol.com
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 informations for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
Phone:
Email:
State: Zip:
Fax: ( 1
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:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits: New Hanover Coun C
Point of Contact: Phone #: l�
DEC A 6 20ri
BY,
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In tht space provided below, briefly summarize how the stormwater runoff will be treated.
two (2) wet detention basins
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 Cape Fear River basin.
4. Total Property Area: 28.58 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+:28.58 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NW line or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or = line. The resultant project area is used to
calculate overall percent built upon area (BUA). 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 = 36.55 %
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I 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.
4!119�
�Drxtvx
&gNO
Basin Information
Draina a Area 1
Drainage Area 2
Drainage Area
Draina a Area
Receiving Stream Name
Motts Creek
Motts Creek
_
_
Stream Class *
C;Sw
C;Sw
Stream Index Number *
18-82
18-82
Total Drainage Area (sf)
448,579
665,808
On -site Drainage Area (sf)
448,579
665,808
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** s
170,020
285,050
% Impervious Area** total
37.9
42.8
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area
On -site Buildings/Lots (sf)
180,000
_
_
On -site Streets (sf)
62,155
56,105
On -site Parking (sf)
0
0
On -site Sidewalks (sf)
7,865
8,345
Other on -site (sf)
0
25,600
Future (so
0
15,000
M r
Off -site (sf)
0
0
0
BY:
Existing BUA*** (sf)
0
Total (sf):
170,020
285,050
Stream Class and Index Number can be determined at: http://aortal.ncdenr.org/zoeb/wg�ps/csu/classi cations
Imppervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Proiects in Union County: Contact DEMLR 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 1 SA 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/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htW://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http:/ /portal.ncdenr.org/web/wq/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 hn://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants ('7
Form. (if required as per Part VII below)
3. OriginaI 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
hgp://www.envhelp.org/12a&es/onestol2exl2ress.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/ 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 t5h'�jlf
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 (one copy).
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 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�' V
qualified person. Provide documentation of qualifications and identify the pe
made the determination on the plans. I I
LJ
r..-�
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff c lations.
o. Drainage areas delineated (included in the main set of plans, not as a separate ITument).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6 BY'

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ph Ale
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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3497 Page No: 0245
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.secretaiy.state.nc.us/CorRorations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required 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 DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. 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:Phft G. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City:Wilmin&n
Phone: (910 ) 763-5100
Email:[e-mail]
State:NC Zip:28401
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013
ECEIVE
DEC 0 6 2915
BY:
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 DEMLR Stormwater permit reverts back
td me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Arnold L. Sobol
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 stoprrIvater rules unde 1W5A N AC 2H .1000 and any other applicable state stormwater requirements.
Signature: ,, 0?4
gn Date.
I,. f 0. �, a IA a Notary Public for the State of w4h rd,- ozCounty of
do hereby certify that Anil L. ' personally appeared
before me this 5 day ofaWtWt&/ ��T— and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, A A&- �'��
��'T APJ-
Form SWU-101 Version Oct. 31, 2013
SEAL
My commission expires (C'I- (5-ZL
ECEIVE
DEC 0 6 2910)
Page 6 of 6 BY:

Permit No.,'i�A'R 150AQ5
(to be provided by DWG)
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name
Contact person
Phone number
Date
Drainage area number
12-Apr-17
1
O�0. W AT�cRWG
ll. DESIGN INFORMATION
Site Characteristics
Drainage area
448,579 le
Impervious area, post -development
170,020 f?
% impervious
37.90 %
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 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: )-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 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment deanout, 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
55,262 ft3
fe
fl3
it3
ft
Y (Y or N)
OK, volume provided is equal to or in excess of volume required.
3.8 in
0.20 (unifless)
0.48 (unitless)
3.90 inlhr OK
8.03 fOlsec
19A5 fOlsec
11.42 fOlsec
10.00 fmsl
8.00 fmsl
7 69 fmsl
8.50 fmsl
7.50 fmsl
3.00 fmsl
2.00 fmsl
1.00 It
Y (Y or N)
10.0 fmsl OK
�- I�CEIVE
MAY r 1 2017
ft
Form SW401-Wet Detention Basin-Rev.9-4118/12 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
I. DESIGN INFORMATION
Surface Areas
Area, temporary pool 31,987 fe
Area REQUIRED, permanent pool 19,289 i
SAIDA ratio 4.30 (unitless)
Area PROVIDED, permanent pool, A.,,,,_P,,, 20,765 if OK
Area, bottom of 1Oft vegetated shelf, AeoLa, j 15,725 if
Area, sediment cleanout, top elevation (bottom of pond), Ab,,-p„d 2,476 ft
Volumes
Volume, temporary pool
55,262 fO
OK
Volume, permanent pool, V. p,,,
51,034 fO
Volume, forebay (sum of forebays if more than one forebay)
10,294 fts
Forebay % of permanent pool volume
20.2% %
OK
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
4.30 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vo&„y,,,
51,034 ftd
Area provided, permanent pool, , p.._pw
20,765 ft<
Average depth calculated
It
Need 3 It min.
Average depth used in SAIDA, de,,, (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, ASP,,,
20,765 fe
Area, bottom of 1 Oft vegetated shelf, Ab,t �h"n
15,725 f?
Area, sediment cleanout, top elevation (bottom of pond), Ato old
2,476 fe
"Depth' (distance b/w bottom of 1Oft shelf and top of sediment)
4.50 it
Average depth calculated
3.04 it
OK
Average depth used in SAIDA, da (Round to down to nearest 0.5ft)
3.0 It
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (N-non-circular)
In
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (H.)
0.83 It
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitess)
Length of weir (L)
It
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
8.03 fO/sec
Post -development 1-yr, 24-hr peak flow
19.45 Osec
Storage volume discharge rate (through discharge orifice or weir)
0.09 J?/sec
Storage volume drawdown time
2.96 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
Vegetated shelf width
10 :1
10.0 ft
OK E C G I V E
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK MAY 1' 12017
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 It
OK
Vegetated filter provided?
N (Y or N)
OK BY'
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:
pump
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information,
I. PROJECT INFORMATION
Project name 4
Contact person
Phone number
Date
Drainage area number
Village at Motts landing Phase 2C
Phillip G. Tnpp, PE
910-763-5100
23-Feb-17
2
IL DESIGN INFORMATION
Site Characteristics
Drainage area
665,808 ftz
Impervious area, post -development
285,050 ft
% impervious
42.81 %
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 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
OF W A r�9
o�
36,229 W
41,776 ff3
OK, volume provided is equal to or in excess of volume required.
uo
Y (Y or N)
3.8 in
0.20 (unitiess)
0.52 (unitless)
3.90 in/hr CK
11.92 It Isec
31.06 fFisec
19.14 ft3/sec
10.00 fmsl
8.50 fmsl
8.84 fmsl
9.00 fmsl
8.00 fmsl
1.50 fmsl
0.50 fmsl
1.00ft
ECEIVE
Y (Y N)
10.0 fmsll OK
MAY r 1 2017
BY:
Form SW401-Wet Detention Basin-Rev.9-4118/12 Parts I. & H. Design Summary, Page 1 od 2

Permit No.
(to be provided by O WQ)
IL DESIGN INPORMATION
Surface Areas
Area, temporary pool 30,317 ft'
Area REQUIRED, permanent pool 23,570 ft2
SAIDA ratio 3.54 (unitless)
Area PROVIDED, permanent pool, AP,,,,_,,,, 23,701 ft2 OK
Area, bottom of i Oft vegetated shelf, Ab,t,,,,,, 19,828 ft2
Area, sediment cleanout, top elevation (bottom of pond), Ab, ,.d 3,431 f12
Volumes
Volume, temporary pool
41,776 ft-
OK
Volume, permanent pool, Vb,,,,�,,,
78,628 ft'
Volume, forebay (sum of forebays if more than one forebay)
15,441 fP
Forebay % of permanent pool volume
19.6% %
OK
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
3.54 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,& _P,,,
78,628 ft'
Area provided; permanent pool, A,,,,_p,,,
23,701 ft2
Average depth calculated
It
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, A,,,,,,,,
23,701 ft2
Area, bottom of 1Oft vegetated shelf, Ab„ ,h
19,828 f?
Area, sediment cleanout, top elevation (bottom of pond), Ab„_ ,
3,431 ft2
"Depth" (distance b/w bottom of 10ft shelf and top of sediment)
6.50 ft
Average depth calculated
4.27 it
OK
Average depth used in SAIDA, dN, (Round to down to
4.3 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (C.)
0.60 (unitless)
Driving head (H,)
1.13 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„,)
(unitless)
Length of weir (L)
ft
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
11.92 ft3/sec
Post -development 1-yr, 24-hr peak flow
3106 ft/sec
Storage volume discharge rate (through discharge orifice or weir)
012 ft3/sec
Storage volume drawdown time
3.61 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
C C
C C G I V G
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
Trash rack for &
30 :1
CK
MAY aai�
overflow orifice?
Y (Y or N)
OK
Freeboard provided
10 it
OK
Vegetated filter provided?
N (Y or N)
OK
BY:
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:
pump
Form SW401-Wet Detention Basin-Rev.g-4/18112 Parts I. & 11. Design Summary, Page 2 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
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, Arnold L. Sobol , 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:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Numbeyl�b���'.�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 5.000 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 In
RECEIVE
7. Each lot will maintain a 30** foot wide vegetated buffer between all impe us j anaerfa
waters. UU �tii 55
**50 foot for projects located in the 20 coastal counties. BY
6. 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.
Signature: LIA Date: �7- /J
I, Della C. Baird J
a Notary Public in the
State of North Carolina , County of Pender ,
do hereby certify that Arnold L. Sobol personally appeared
before me this the day of 12015 and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal, ,0 00.1111- 0!1.04%
n / ®�.* TA
lzz& r && C� BEAD . ® �/.
Signature'= _
U"..
My Commission expires 10/15/16
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1