SW8030917_Current Permit_20141028

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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 28, 2014
Dr. Arnold Sobol, Manager
Aftew Properties, LLC
2020 S. Churchill Dr.
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 030917
Permit Extension, Renewal, Modification, and Correction
The Village at Motts Landing
High Density Subdivision Project
New Hanover County
Dear Dr Sobol:
John E. Skvada, III
Secretary
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality (DWQ) to
the Division of Energy, Mineral and Land Resources (DEMLR). All previous references toDWQ will remain in older
stormwater permits issued prior to August 1, 2013 until they are modified. Please note that any updated pages or
addendums to the permit will now reference DEMLR as the Division responsible for issuance of the permit.
Permit Extension and Renewal:
August 5, 2009, the Governor signed Session Law 2009406. This law impacts any development approval issued by the
Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143 of the General Statutes, which is current
and valid at any point between January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that was set to expire during this time frame up to three (3) years from its current expiration date. On
August 2, 2010, the Govemor signed Session Law 2010-177, which granted an extra year for an extension of up to four (4)
years.
On September 19, 2014, the Division of Energy, Mineral and Land Resources (DEMLR) received a permit renewal
application for the subject project. The Division is hereby notifying you that permit SW8 030917 has been renewed on
October 27, 2014 and to remind you that this permit shall be effective until July 9, 2026, which includes the extensions.
For your records, please find enclosed a copy of the renewal form submitted on September 19, 2014.
Permit Modification and Correction:
On October 28, 2014, the Division of Energy, Mineral and Land Resources (DEMLR) received a permit modification
application for the subject project. 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. We are forwarding Permit
No. SW8 030917 dated October 28, 2014, for the construction, operation and maintenance of the BMP's and built -upon
area associated with the subject project. The following modifications and correction are included in and covered by this
permit:
1. Correction: The August 15, 2011 permit did not carry over the overall 30% low density requirement which was in
the previous version dated August 22, 2008 and the Plan Revision dated May 21, 2010. This project has always
been within the 30% amount, but the necessary text has been added to Section 1(4) of the permit.
2. Modifications:
a. The impervious area has been reallocated as summarized in Table 1.
b. The total number of lots had decreased as summarized in Table 1 due to subdivision reconfiguration.
c. Pond 3 has been modified to treat additional impervious area without re -design.
d. The curb outlet system has been modified to treat additional impervious area without re -design.
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

SW8 030917
October 28, 2014
This permit is subject to the conditions and limitations as specified in the renewed and modified permit. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMPs, recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to
transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must
conform to Chapter 150B of the North Carolina General Statutes. Per NCGS 143-215(e) the petition 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 919431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If the property for this project has been/will be sold or legally transferred to another entity or, the project or permit holder
has changed its name and/or mailing address, it is your responsibility as the permittee to submit a completed and signed
Name/Ownership change form to DEMLR at least 30 calendar days prior to making the changes. These forms are
available on our website at: hftp://Portal.ncdenr.org/web/Ir/state-stormwater-forms docs.
If you have any questions, need additional copies of the permit or approved plans, please contact Kelly Johnson with
DEMLR in the Wilmington Regional Office at [phone].
ancy,y Da rsP.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: 111StormwaterlPermits & Projects1200310309171201410 permit 030917
cc: Phillip G. Tripp, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 030917
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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 Motts Landing
5625 River Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter separately and
collectively referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until July 9, 2026 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 255 lots. There are 231 single family homes and 12
duplex units which consist of a total of 24 duplex lots, each limited to a maximum
amount of built -upon area as indicated in Table 1.
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, Pond 2, and Pond 3, have been
designed to treat the runoff from 693,588; 419,811; and 232,916 square feet of
impervious area, respectively. The curb outlet swale is permitted to treat 488,955 square
feet of impervious area.
4. The maximum built -upon area allowed for the entire subdivision is 1,835,270 square
feet. The overall tract built upon area percentage for the project must be maintained at
30%, per the requirements of Section .1005 of the stormwater rules.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 030917
5. A 50' wide vegetative buffer must be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
banks of each side of streams and rivers and the mean high water line of tidal waters.
6. 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, ac:
Onsite ftz:
Offsite ftz:
b. Design Storm, in (1995 Rule)*
Design Storm, in (2008 Rule)*
c. Total lmpervious,ftz:
Onsite Buildings/Lots
Onsite Streets
Onsite Sidewalks
Other Onsite
Future
d. Pond Depth, ft:
e. TSS Removal efficiency:
f. Permanent Pool (PP) Elevation, fmsl:
g. Permitted Surface Area at PP, ftz:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, fmsl:
j. Controlling Orifice, 4) Pipe:
k. Forebay Volume, ft3:
I. Permanent Pool Volume, ft3:
m. Maximum Fountain Horsepower, hp:
n. Receiving Stream / River Basin
o. Stream Index Number:
p. Classification of Water Body:
*15A NCAC 2H .1005 effective 9/1/95, revised 10/1/08.
storm from 1.0in to 1.5in.
II. SCHEDULE OF COMPLIANCE
Pond 1 Pond 2 Pond 3
43.44
17.70
19.50
1,892,246
771,030
849,420
0
0
0
1.0
1.0
1.0
-
-
1.5
693,588
419,811
232,916
396,000
276,000
141,000
157,989
101,298
61,916
17,815
21,745
8,290
31,395
0
0
90,389
20,768
21,710
6.0
6.0
6.0
90%
90%
90%
9.0
8.0
12.0
79,475
23,263
34,577
81,462
42,081
54,629
10.0
9.5
13.5
4.0
2.5
2.0
69,015
43,118
27,560
342,621
69,795
138,207
1.00
0.25
0.50
Motts Creek / Cape Fear River
18-82
C: SW
Revised rule increase design
No person or entity, including the permittee, shall alter any component of the approved
stormwater drainage system shown on the approved plans, unless and until the Division
has approved of the revised plan.
2. 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.
3. The permittee shall review all individual proposed and modified lot plans 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 030917
4. 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.
5. 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.
6. 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.
7. 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. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, 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. Alteration of any aspect of the approved stormwater drainage system and/or the
approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
8. All stormwater collection and treatment systems must be located in either public rights -
of -way or dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required rights -of -way, common area and
easements, in accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
12. 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.
13. 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 must be followed in its
entirety and maintenance must occur at the scheduled intervals.
14. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 030917
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 030917, 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 al! persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Energy,
Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Energy, Mineral and Land Resources.
The project is permitted for 255 lots. There are 231 single family homes and 12
duplex units which consist of a total of 24 duplex lots as summarized in Table 1,
as defined by the stormwater rules, and as indicated in the approved plans. 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, driveways, and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
prohibited by any persons.
h. Lots within CAMA's Area of Environmental Concern may have the permitted built -
upon area reduced due to CAMA jurisdiction within the AEC.
Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons.
A 30' vegetated buffer must be maintained between all built -upon area and the
Mean High Water line of surface waters.
k. All roof drains shall terminate at least 30' from the Mean High Water mark.
Portions of this project drain to a curb outlet system. Each designated curb outlet
swale or 100' vegetated area 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. All runoff on the
lots within the high -density portion of the project must drain into the permitted
system. This may be accomplished through providing roof drain gutters which
drain to the street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally drain
into the system are not required to provide these measures.
M. Built -upon area in excess of the permitted amount will require a permit
modification.
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 030917
16. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The project and the storrinwater facility must be in 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.
18. 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 as specified in
Section 1.6.
19. 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 of Energy,
Mineral and Land Resources. 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
This permit is not transferable except after notice to and approval by the Director. At
least 30 days prior to a change of ownership, or a name change of the permittee or of
the project, or a mailing address change, the permittee must submit a completed and
signed Name/Ownership Change form, to the Division of Energy, Mineral and Land
Resources, accompanied by the supporting documentation as listed on the form. The
approval of this request will be considered on its merits and may or may not be
approved.
2. 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.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Energy, Minerai and Land Resources,
in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
Page' 7 of 8

State Stormwater Management Systems
Permit No. SW8 030917
6. The permittee grants DENR 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 and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The permittee shall maintain a copy of the permit, O&M
Agreements, and the approved plans 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 Session Law 2006-246, Title 15A NCAC
2H.1000, 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, renewed and reissued this the 28th day of October 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
e ft Tracy D s, P. E., ire or
Division of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 030917
Page 8 of 8

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Permit Number: � 0 a
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance A eement
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 BW
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is pro`
This system (check one): 4'p
does ® does not incorporate a vegetated filter at the outl �d,
CVO
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 maintencp, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dart safety expert should inspect the ernbartkment.
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.
BUr element:
Potentialproblem:
How I will remediate theproblem:
The entire BMW
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.
rVeetation is too short or too
Maintain vegetation at a height of
.
approximatelyappro)dmately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
nff element:
Potentialproblem:
How I will remedia#e the ltlem:
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 sedimest and
sediment storage.
dispose of it in a Iocation where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe: it on
the plants rather than 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 necess
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 coves 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 2 of 4

Permit Number:
(tv bep voided by DWQ)
Drainage Area Number:
BMW element
Potential probleau
Hour I will remediate the probleux
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
Re air or re lace the outlet device.
The receiving grater
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
6.75 l
-----------------
FOREBAY
BASIN DIAGRAM
(rll in the blanks)
�ft Min.
Sediment
Storage
Permanent Pool Elevation 9;0
Pool
-_'Sediment Removal Elevation 4_5 1Valutne
Bottom Elevation
MAIN POND
1-ft
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number.
(to be provided'by DWO
I acknowledge and agree by any sib 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 VM=e at.11tMotts Landing
BMP drainage area number:1
Print name:Dr_ Arnold Sobol
Title:Member Manager
Address:2020 S. Churchill Dnve, Witten, NC 28403
Note: The legally responsible party should not be a homeowners association unless more than 50016 of
the lots have been sold and a resident of the subdivision has been named the president.
I, �/& c . 2arj , a Notary Public fi)r the State of
)YO►' i ,County of f /7�P� , do hereby certify that
/��nU%d lsln n/ personally appeared before me this g
day of ,6_ ZC-, U ,and acknowledge the due execution of the
forgoing wetofficial
basin maintenance requirements. Witness my hand and ovial
t
seal, / 1 - /o„ /1 .e'.? _ J
\\`tiNN1 u u 1 rr1,,,��
NOTAgy'•�, p
1G qR 0
OF
My commission expires /4��
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Name:
(to be provided by VWQ)
Drainage Area Number:
Grassed Swale 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.
Important maintenance procedures:
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the swale, fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will 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 length of the
Trash/debris is present.
Remove the trash/debris.
swale
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then resod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
Remove sediment and dispose in an
the bottom of the swale.
area that will not impact streams or
BMPs. Re -sod if necessary.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
RECEI:D]
AUG 0 4
vv�
Form SW401-Grassed Swale O&M-Rev.3 Page I of 2

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
BMP drainage area number:
Print name:Arnold L. Sobol
Title:Member Manager
Address:2020 S. Churchill Drive, Wilmington, NC 28403
vate:
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, C ;V ( , a Notary Public for the State of
%UQ'Aj rC , County of Pr, ZCfel� , do hereby certify that
A j rf L .• Sb h f personally appeared before me this
day off J , and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
c � fxvu��
0M.110
My commission expires��;
RECEIVED
AUG 04 2011
BY:
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

Permit Name: ��� �d 17
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale 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.
Important maintenance procedures:
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the Swale, fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will 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 length of the
Trash/debris is present.
Remove the trash/debris.
swale
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
the bottom of the swale.
Remove sediment and dispose in an
area that will not impact streams or
BMPs. Re -sod if necessary.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
' SEE D
AUG 04 2011
Form SW401-Grassed Swale O&M-Rev.3 Page 1 of 2

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 Villa ee at t Motts Landing_
BMP drainage area number:5
Print name:Arnold L. Sobol
Title:Member Manager
Address:2020 S. Churchill Drive. Wilmin on, NC 28403
LJULG: FH 7 // 9
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, betta- c a Notary Public for the State of
NI I N z1h CLY f41,1 a --, County of ! fW , do hereby certify that
,, m o l dL personally appeared before me this
day of and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
`` %%%I1111IIINJJ///
;tkpTAq j:•-
SEAL
My commission expires
&d'g- C, 6bal-J
'CEIVED
AUG 0 4 2011
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

Permit Name: oA %-I
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale 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.
Important maintenance procedures:
- The drainage area of the grassed Swale will be carefully managed to reduce the
sediment load to the grassed Swale.
- After the first-time fertilization to establish the grass in the swale, fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will 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 length of the
Trash/ debris is present.
Remove the trash/ debris.
swale
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
the bottom of the swale.
Remove sediment and dispose in an
area that will not impact streams or
BMPs. Re -sod if necessary
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
RECEIvE�
SEP 191014
st
Form SW401-Grassed Swale O&M-Rev.3 Page 1 of 2

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
BMP drainage area number:curb outlet
Print name:Arnold Sobol
Title:Member Manager
Address:2020 S. Churchill Drive, Wilmington NC 28403
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.
L be -I 10" C. l'il-d , a Notary Public for the State of
Nndh (Mliha ,County of ?-pl , do hereby certify that
6MId A 4c�a 1 personally appeared before me this 1R
day of , 2, and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
40TAjtt
,ere 300
SEAL
Ee1F,%
My commission expires SEP
19 7"%'4
[iY: --
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

State of North Carolina
Department of Environment and Natural Resources
Division of Energy Mineral and Land Resources
(NCDENR DEMLR)
STORMWATER MANAGEMENT PERMIT RENEWAL APPLICATION FORM
This form may be photocopied for use as an original
This form is to be completed by the current permit holder pursuant to Title 15A NCAC 211.1003 k) f21. This states
that stornrwater management permits, issued for projects that require the construction of engineered stormwater
control measures (High Density Permits), shall be required to submit an application to renew the permit 180 days
prior to expiration of the permit. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB
781) Section 60. (c).
I. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the North Carolina Department of
Environment and Natural Resources (NCDENR) Division of Energy Mineral and Land Resources (DEMLR). A
complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DEMLR Regional Office. (The appropriate office may be found by clicking on the
interactive online map at http://portal.ncdenr.org/web/guest/regional-offices. Copies of the original permit can be
obtained from the Regional Office of the Division of Energy, Mineral and Land Resources.)
This Renewal is for STORMWATER PERMIT #: SW 8 030917
Please check which of the following permit renewal scenarios apply. Initial in the spaces provided that you have
provided the required information.
❑ A. Renewal Only
-$505 fee
-Renewal Form - Sign and complete all sections (send original & 1 copy)
-Recorded Documents Required By Permit: Deed restrictions, covenants, condominium/planned
community declaration & easements (if not already submitted to NCDENR DEMLR). Copies are
acceptable.
-Designer's Certification (if required by permit and not already received by NCDENR DEMLR) (See the
last page of your permit for a copy of the certification form.)
-I Have a Copy of the Current Operation and Maintenance Agreement (O&M): Please Keep this on File
with your permit.
-I Do Not Have a Copy of the Current O&M: Initial This Line to Request a copy. (If NCDENR DEMLR
does not have a copy on file, then you will be notified to submit a ne E43C. IIE,x
® B. Renewal and Modification: SEP 19 2014
-$505 Fee and Pages 1 & 2 of this Renewal Form
-SWU-101 Application Form ( http://portal.nedenr.org/web/zvq/ws/ gWyY#ms does --
-Recorded Documents Required By Permit: Deed restrictions, covenants, condominium/planned
community declaration & easements (if not already submitted to NCDENR DEMLR). Copies are
acceptable.
- Under #II.1. on SWU-101 Application Form -- Check Box for Modification w/Renewal
-Designer's Certification (if required by permit and not already received by NCDENR DEMLR) (See the
last page of your permit for a copy of the certification form.)
- O&M Agreement ( http://portal.ncdenr.org/web/wa/ws/su/bmp-manual)
4V
MV
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 1 of 4

❑ C. Renewal and Either. 1) Permit Transfer to a New Permittee or 2) Project Name Change
L?Jease,submit all items in LA, and:
4tequest a NCDENR DEMLR site inspection if transferring permit to new property owner.
Submit One of the Two Following Forms below (forms available at http://portal.ncdenr.org/web/lr/state-
stormwater-forms does).
1. HOA Name/Ownership Change Form: For planned communities (per Chapter 47C or
Chapter 47F of the General Statutes)
2. Name/Ownership Change Form: For all other transfers
Please make sure all required information is submitted with the Name/Ownership Change form (as
stated in each of the available fortes) and that all required signatures and initials are filled in properly.
Otherwise the name change or transfer can not be processed and the original owner will remain as the
permit holder.
❑ D. Renewal, Modification and Transfer (or Name Change): Please submit gages 1 and 2 of this
Renewal form along with all items listed in I B. and C above (check this box and initial items in B.
& C. that you are submitting to NCDENR DEMLR)
II. APPL.ICANT'S CERTIFICATION
Note: The legally responsible party is the current permittee and/or the legally responsible representative until such time that the permit is
officially transferred through a request to DEMLR by the permittee.
I, (print or type name of permittee or person legally responsible for the permit ) Arnold Sobol
certify that I have a copy of the DEMLR Approved Permit and O&M Agreement on -site (OR I have obtained a copy
from DEMLR and it will be kept on site), that I am responsible for the performance of the maintenance procedures
and the site has been, and will be, maintained according to the O & M Agreement. I agree to notify DEMLR of any
problems with the system and prior to any changes to the system or changes in ownership I will (or have through
this renewal application) notify NCDENR DEMLR and submit the proper forms to modify or transfer the permit.
All information provided on this permit renewal application is, to the best of my knowledge, correct and complete.
Permittee Title:Member Manager
Address:2020 S. Chruchill Drive, Wilmington NC 28403
NOTARIZATION:
I, Ir, l - a Notary Public for the State of Ab'x / ]
County of I do hereby certify that Ay'nrjd L S"bA l
personally appeared before me this day of A(I w ZOO
Z — and acknowledge the due execution of the
forgoing stormwater BMP maintenance requirements. Witness my hand and official seal,
My commission e)
Notary Signature:
lEC E IV'
c
10-
3' SEP 19 2014 y
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 2 of 4

DEMLR USE ONLY
Date Received
Fee Paid
Permit Nu ber
f �
App 'cable 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 t Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER 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 Landine
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 421 & 132, travel 1 mile south on 421 to the intersection of Sanders Road
Turn right on Sanders Road. Site will be 0.6 mile on your right
4. Latitude:34° 07 29" N Longitude:77* 54' 39" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ❑Modification N Renewal w/ Modificationt
tRenewals with modifications also requires SVM 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 numberSW8 030917 , its issue date (if known)November 30, 2011 , and the status
of construction: ❑Not Started NPartially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
NLow 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, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major NSedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 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:
, F e»
5. Is the project located within 5 miles of a public airport? NNo
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/lr/rules-a
BY.
SEP 19
Form SAIU-101 Version Oct. 31, 2013 Page 1 of 6

Irl. 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:Aftew Properties, LLC
Signing Official & Title:Dr. Arnold Sobol, Member Manager
b. Contact information for person listed in item 1a above:
Street Address:2020 S. Churchill Drive
City:'Nilmington Siate:NC Zip:28403
Mailing Address (if applicable):
City:
Phone: (910 ) 763-2629
Email:[e-mail]
State: Zip:
Fax: (910 ) 763-4742
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 La above:
Street Address:
City:
State:
Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone:
Email:
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:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone:
Email:
4. Local jurisdiction for building permits:
State: Zip:
Fax:
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
SEP 19 20%

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Overall low -density subdivision with pockets of high density treated by three (3) wet detention basins and
a curb outlet system.
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:140.44 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+:140.44 acres IE C E I E
+ Total project area shall be calculated to exclude the following: the normal pool of impou structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NE a o�f�z I� to
(MHVV) line, and coastal wetlands landward from the NHW (or MHV9 line. The result a� i a d"ts to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the (or MHK) line m
be included in the total project area. BY:_
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 30.0 %
9. How many drainage areas does the project have?3 (For high density, count 1 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.
Basin Information
Drainage Area T
Drainage Area 1
_
Drainage Area 2
Drainage Area 3
Receiving Stream Name
Mott's Creek
Mott's Creek
Mott's Creek
Mott's Creek
Stream Class *
C;Sw
C;Sw
QSw
C;Sw
Stream Index Number *
18-82
18-82
18-82
18-82
Total Drainage Area (so
6,117,566
1,892,246
771,030
849,420
On -site Drainage Area (so
6,117,566
1,892,246
771,030
849,420
Off -site Drainage Area (sf)
-
-
_
_
Proposed Impervious Area** s
1,821,178
693,588
419,811
232,916
% Impervious Area** total
30.0
36.65
54.45
27.4
Impervious" Surface Area
Drama a Area T
Drainage Area 1
Drainage Area 2
Drainage Area 3
On -site Buildings/Lots (sf)
1,147,500
396,000
276,000
141,000
On -site Streets (so-44Q,0*
�) 157,989
101,298
61,916
On -site Parking (so
- u,
_
-
-
On -site Sidewalks (sf)
59,740
aE 17,815
21,745
8,290
Other on -site (sf)
31,395
31,395
-
-
Future (sf)
156,251
90,389
20,76$
21,710
Off -site (sf)
-
-
_
-
Existing BUA*** (so
-
-
-
-
Total (so:
1,835,270
L 693,588
1 419,811
232,916
Stream Class and index Number can be determined at: htW.Y&ortal.ncdenr.or hvg ebhvq&s/csu/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SW-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects 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
http://12ortal.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 http//portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. #U
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants MI j
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M All
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to RV
hU://www.envhelj2.org/12a&es/onestopeLcpress.htmlfor 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 I&V
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the -
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (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 im ounded
structures, the banks of streams or rivers; and the MHW (or INJHW) of tidal wa
i. Dimensioned property/ project boundary with bearings & distances.' It
j. Site Layout with all BUA identified and dimensioned. 1
k. Existing contours, proposed contours, spot elevations, finished floor elevations. h SEP 19 2014
1. Details of roads, drainage features, collection systems, and stormwater control m res.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated b X:
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"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 SHKIT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3728 Page No: 133
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Af
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 211.1003(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.secretary.state.nc.us/Corporations/CSearch.avx
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/Ir/state-stormwater-
forms dots. 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:Wilmington
Phone: (910 ) 763-5100
Email:trip12en&2ec.rr.com
State:NC Zip:28401
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 hjrSEP
e�c 'Lw- ^ is
section)
I, (print or type name of person listed in Contact Information, item 2a) 19 201ke that I
own the property identified in this permit application, and thus give permission to (print or type name o erson
listed in Contact Information, item a
_ _ with (print or type 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 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
to 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
do hereby certify that
before me this _ day of
County 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 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 stor ater rules and 15 NCAC 2H .1000 and any other applicable state sto water requirements.
Signature: [.✓�'vn ®1L 1 /
gn Date: 2 7
a Notary Public for the State of 1 cVq h GCOL[nA County of
Roder do hereby certify that Arjojd<566 J personally appeared
before me this day of and acknowledge the due
eeyex 'on of the application for
a stormwater permit. Witness my hand and official seal,
*®TA�►,-
"'Ust- G,
SEAL
My commission expires
BY:_
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No. _ .SW 061(4-
(to be provided by DWQ)
State of North Carolina l3N(-ftNGEO f:kum 'Y&Ao Nm1
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
D)YO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: The Village At Motts Landing
Contact Person: Phillip Tripp Phone Number: 910 _763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
3.0 ft.
9.0 ft.
_10.0 ft.
Permanent Pool Surface Area 79,475_ sq.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal2
43.44 ac.
15.92 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area. at the orifice elevatinn)
(on -site and off site drainage to the basin)
(on -site and off -site drainage to the basin)
342,621_ cu.ft. (combined volume of main basin and forebay)
_81.462_ cu.ft. (volume detained above the permanent pool)
69.015_ cu.ft. (approximately 20% of total volume)
_1.95 (surface area to drainage area ratio from DW'Q table)
4.0 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
_90 % (minimum 85% required)

Footnotes:
1.' When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
�}� a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
CDL e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
La_ f. The basin length to width ratio is greater than 3: 1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
l h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
_ i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A .recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
C & I in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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 X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1 ° - After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _2.2_ 5� feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 9.0
Sediment oval El. 6.75 75 0
- --- - -- - --- - - - - Sediment Removal Elevation 4.5 75 /o
Bottom evation 6.0 %-------------------------------- °
Bottom Elevation 3.0 7 5%4
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. All,components of the wet detention basin system shall be maintained in good working order.
0
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: Aftew Properties, LLC, Dr. Arnold Sobol
Title: Member
Address: 2020 S. Churchill Drive, Wilmington, NC 28403
Phone
Signatu
Date: , �,(`),,., 1► rM s
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, Della C. Baird , a Notary Public for the State of North Carolina ,
County of Pender , do hereby certify that Dr. Arnold Sobol
personally appeared before me this 1 day of 2003 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
zz'
SEAL
My commission expires October 15, 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. �" 9 0.
rl
(to be provided by DWQ)
State of North Carolina O1 k%row) Fikem %' Wti 11
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Manatzement Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement . for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: The Village At Motts Landing
Contact Person: Philli Tri Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Basin Bottom Elevation 2.0 ft.
Permanent Pool Elevation 8.0 ft.
Temporary Pool Elevation 9.5 ft.
areas
Permanent Pool Surface Area 23,263 sq.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal2
17.70 ac.
9.64 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and.off-site drainage to the basin)
69,795 cu.ft. (combined volume of main basin and forebay)
42,081 cu.ft. (volume detained above the permanent pool)
43,118 cu.ft. (approximately 20% of total volume)
3.01 (surface area to drainage area.ratio from DWQ table)
2.50 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
11. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
C� L a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
G b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
(- PC e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
eo jc f. The basin length to width ratio is greater than 3:1.
cp g. The basin side slopes above the permanent pool are no steeper than 3:1.
ac h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
eaL i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
[ k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
C4—Yt/_ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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 X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.),
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 8.0
Sediment ;evatiojn*
oval El5.75S75
- - - - - - - - - Sediment Removal Elevation 3.5 75%
Bottom5.0 -------------------------------------------- ----
Bottom Elevation 2.0 250
FORFBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berth.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. All zomponents of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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 parry.
Print name: Aftew Properties, LLC, Dr. Arnold Sobol
Title: Member Manager
Address: 2020 S. Churchill Drive, Wilmington, NC 28403
Phone: /1910-763-2629 n
Signature:
1
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, Della C. Baird , a Notary Public for the State of North Carolina
County of Pender do hereby certify that Dr. Arnold Sobol
personally appeared before me this l day of �J,t,«G2003 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
96LZ�(A-
SEAL
My commission expires October 15, 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No.,16. 0 0 cr k %
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: The Village At Motts Landin
Contact Person: Phillip TrippPhone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: 3
elevations (SC+ IV_Q%5e d yy,
Basin Bottom Elevation �6.0 ft. (floor of the basin) "/*)/If i fie"")
Permanent Pool Elevation 12.0 ft. (elevation of the orifice) MECEIVE"'i
Temporary Pool Elevation 13.50 ft.
areas
Permanent Pool Surface Area 34,577 sq.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Remova12
19.5 ac.
5.35 ac.
(elevation of the discharge structurqVITbN
BY.. —
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
138,207 cu.ft. (combined volume of main basin and forebay)
54,629 cu.ft. (volume detained above the permanent pool)
27,560 cu.ft. (approximately 20% of total volume)
1.52
2.0 in.
1.0 & 1.5 in.
90 %
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Aing the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
t impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
" `lard table entries.
the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
"90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
rr.
II. REQUIRED ITEMS CHECKLIST
0*1 The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been -met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
CDC a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
C d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3:1.
_ g. The basin side slopes above the permanent pool are no steeper than 3:1.
C h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
G7(-- i. Vegetative cover above the permanent pool elevation is specified.
C.2 L j. A trash rack or similar device is provided for both the overflow and orifice.
GjX k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
<7( 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
C1� m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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 X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

rctivities shall be performed as follows:
Yr every significant runoff producing rainfall event ' and at least monthly:
-Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 12.0
Sediment Iftmoval El. 9.75 75 o
---- - --- -- --- - - Sediment Removal Elevation 7.5 75%
Bottom evation 9.0 %------------------------------ -------------- ----
Bottom Elevation 6.0 25°/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

'Onents of the wet detention basin system shall be maintained in good working order.
i
Aledge and agree by my signature below that I am responsible for the performance of the seven
. `>> _ Anance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
`a : ages to the system or responsible party.
Print name: Aftew Properties, LLC, Dr. Arnold Sobol 301(%
i' Title: Member Mana er
Address: 2020 S. Churchill Drive Wilmington, NC 28403
Phonf
Signa
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, Della C. Baird , a Notary Public for the State of North Carolina
County of Pender , do hereby certify that Dr. Arnold Sobol
personally appeared before me this is (_ day of - , 2003_, and acknowledge the due
execution of the forgoing wet detention basin maintenance requi ments. Witness my hand and official seal,
SEAL
My commission expires October 15 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit Number: 5lz—f- l�
(to be provided by DWGJ
„� �oF warFRQ
NCDENR'
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must also be filled out, printed and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name
Village at Motts Landing
Contact name
Phil Tripp, P.E.
Phone number
910-763-5100
Date
August 3, 2011
Drainage area number
2
H. DESiGN INFORMATION
-- --j
Site Characteristics
Drainage area
214,750.00 fe
Impervious area
53,710.00 fe
Percent impervious
25.00/6 °%
Design rainfall depth
1.00 inch
Peak Flow Calculations
10-yr storm runoff depth
1.00 in
10-yr storm intensity
6.30 in/hr
Post -development 10-yr storm peak flow
14.60 1`0/cec
Velocity
Maximum non -erosive velocity (peak 10-year storm)
3.50 It/sec
Soil characteristics (enter "x" below)
Sandisilt (easily erodible)
x
Clay mix (erosion resistant)
Grass Type (enter "x" below)
Bermuda
Tall fescue
Bahiagrass
Kentucky bluegrass
Grass -legume mixture
x
Swale type: Fill out one of the options below:
Option 1: Curb Outlet Swale:
y (Y or N)
Maximum velocity
1.28 OK
Side slopes
5.00 :1 OK
Swale length
100.00 It OK
Option 2: Conveyance Swale, Seeking Pollutant Credit: (Y or N)
Maximum velocity for 10-yr storm
ftlsec
Side slopes
:1
Swale length
ft
FRFCEIVED
-CE �Ofl
Form SW401-Grassed Swale-Rev.3 Parts I and II. Project Design Summary, Page 1 of 2

Permit Number.
(to be provided by DW(y
Swale Characteristics
Swale Shape: Enter an Y in the appropriate cell below:
Trapezoidal
Parabolic
V-shaped
Width of the bottom of the swale
Width of the top of the swale
Additional Information
Is the Swale sized for all runoff from ultimate build -out?
Is the BMP iocated in a proposed drainage easement with a
recorded access easement to a public Right of Way (ROW)?
What is the distance from the bottom of the swale to the SHWT?
What is the ground level elevation?
What is the elevation of the bottom of the swale?
What is the SHWT elevation?
What is the lonaitudinal slope of the swale?
What is the depth of freeboard?
x
ft
ft
y (Y or N)
OK
y (Y or N)
OK
2.00 ft
OK
12.00 fmsl
1100 fmsl
9.00 fmsl
0.36 %
OK
0.50 ft
OK
RECEIVED
AUG 0 4 2011
BY:
Form SW401-Grassed Swale-Rev.3
Parts I and II. Project Design Summary, Page 2 of 2

Permit No:
(to be assigned by DWQ)
ftli: I�QiJ'iREfl iTIF.MS CHEGKLiS'T`
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial
below. If a requirement has not been met, attach justification.
Initials
Page/ Plan
Sheet No.
C66 L
1, Plans 0" = 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Swale dimensions (width, length, depth),
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Grass species, and
- Boundaries of drainage easement.
Q>
/
G1` c L
2. Plan details (1" = 50' or larger) for the grassed swale showing:
Swale dimensions (width, length, depth),
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
Grass species,
- Off -site drainage (if applicable),and
- Boundaries of drainage easement.
00
/
(' /[ C L
3. Section view of the grassed swale (1" = 20' or larger) showing:
- Side slopes,
Longitudinal slope,
- Freeboard
Swale dimensions, and
- SHWT level(s)
4
/
ci l C L
4. Supporting calculations (including maximum velocity calculations for applicable storms)
agyc
C z
5. A copy of the signed and notarized operation and maintenance (0&M) agreement.
6. A copy of the deed restrictions (if required).
CEIVED
AUG 0.4� 2011
SW401-Grassed Swale-Rev.3 Part III, Page 1 of 1

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
Permit Numb
(to be provided by DWQ)
o�OF W A rERpG
h
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must also be filled out, printed and submitted along with all of the required information.
i. PROJECT INFORMATIFJN
Project name Village at Motts Landing
Contact name Phil Tripp, P.E.
Phone number 910-763-5100
Date
Drainage area number
September 16, 2014
5
A. DESIGN IWORMATIIIN -1
Site Characteristics
Drainage area
296,208.00 fe
Impervious area
138,020.00 fe
Percent impervious
46.6% %
Design rainfall depth
1.00 inch
Peak Flow Calculations
10-yr storm runoff depth
1.00 in
10-yr storm intensity
6.30 in/hr
Post -development 10-yr storm peak flow
2013.ft3/sec
Velocity
Maximum non -erosive velocity (peak 10-year storm)
3.50 ft/sec
Soil characteristics (enter "x" below)
Sand/silt (easily erodible)
x
Clay mix (erosion resistant)
Grass Type (enter "x" below)
Bermuda
Tall fescue
Bahiagrass
Kentucky bluegrass
Grass -legume mixture
x
Swale type: Fill out one of the options below:
Option 1: Curb Outlet Swale:
y (Y or N)
Maximum velocity
2.14
Side slopes
5.00 :1
Swale length
137.00 ft
0 tion 2: Conve ance Swale Seeking Pollutant Credit:
(Y or N)
Maximum velocity for 10-yr storm
ft/sec
Side slopes
:1
Swale length
ft
OK
OK
OK
EC EIVEt.
SEP 19 2014
Form SW401-Grassed Swale-Rev.3 Parts I and II. Project Design Summary, Page 1 of 2

Permit Number.
(to be provided by DWQ)
Swale Charactpristics
Swale Shape: Enter an Y' in the appropriate cell below:
Trapezoidal
Parabolic
V-shaped
Width of the bottom of the swale
Width of the top of the swale
Additional Information
Is the swale sized for all runoff from ultimate build -out?
Is the BMP located in a proposed drainage easement with a
recorded access easement to a public Right of Way (ROW)?
What is the distance from the bottom of the swale to the SHWT?
What is the ground level elevation?
What is the elevation of the bottom of the swale?
What is the SHWT elevation?
What is the longitudinal slope of the swale?
What is the depth of freeboard?
x
ft
�—ft
y (Y or N)
OK
y (Y or N)
OK
1.00 ft
OK
10.00 fmsl
7.00 fmsl
6 00 fmsl
0.31 %
OK
0.96 ft
OK
SEP 19 L:
BY._ _-
Form SW401-Grassed Swale-Rev.3 Parts I and II. Project Design Summary, Page 2 of 2

Permit No:
_ (to be assigned by DWQ)
Irl. REQ141RED ITEMS CHEC]. IST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial
below. If a requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
C1/C2 1. Plans (1" = 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Swale dimensions (width, length, depth),
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Grass species, and
- Boundaries of drainage easement.
C1/C2 2. Plan details (1" = 50' or larger) for the grassed swale showing:
- Swale dimensions (width, length, depth),
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
- Grass species,
- Off -site drainage (if applicable),and
- Boundaries of drainage easement.
C13 3. Section view of the grassed swale (V 20' or larger) showing:
- Side slopes,
- Longitudinal slope,
- Freeboard
- Swale dimensions, and
- SHWT level(s)
attached 4. Supporting calculations (including maximum velocity calculations for applicable storms)
_ attached 5. A copy of the signed and notarized operation and maintenance (0&M) agreement.
attached 6. A copy of the deed restrictions (if required).
ECIEIVE '.
SEP 19 2014
SW401-Grassed Swale-Rev.3 Part III, Page 1 of 1

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTrER
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name: The Village at Motts Landing
Contact Person: Tripp Engineering, P.C. ( Charlie) Phone Number: (910 ) 763-5100
Curb outlets to (check one): X Swale 0 Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina. Administrative Code Section
15A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
C a. Curb outlets direct flow to a swale or vegetated area.
CSC b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
C� c. Flow velocity is non -erosive for peak flow from the 10-year storm event.
C� d. Longitudinal slope of the Swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is > 100 feet.
CjX g. 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).
C h. Swales are located in recorded drainage easements.
_���, i. Grass type(s) for permanent vegetative cover specified on detail.
j . Swale detail provided on plans.
Form SWU-105 Ver 3.99 Pagel of 3

III: DESIGN INFORMATION
Complete the following table. If additional space is needed, the information should be provided in the same
format as Table 1 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.
Table 1. Swale Design Information
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
V allow
(fps)
V actual
(fps)
Flow
Depth (ft)
1
0.25
0.063
0.188
0.47
0.74
2.5
1.30
0.34
2
4.13
1.033
3.098
0.47
12.23
2.5
1.23
1.41
3
3.44
0.86
2.58
0.47
10.19
2.5
1.31
1.25
4
2.88
0.72
2.16
0.47
8.53
2.5
1.58
1.04
5
3.73
0.933
2.798
0.47
11.04
2.5
1.93
1.07
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Form SWU-105 Ver 3.99 Page 2 of 3

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
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.
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 may not be altered, piped, or filled in without approval from NCDENR Division of Water 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: Dr. Arnold Sobol, Member Manager
Address
Phone:
Signatu
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, _Della C. Baird , a Notary Public for the State of North Carolina , County of Pender , do hereby
certify that Arnold Sobol personally appeared before me this 1 day of Aril 2004 , and acknowledge
the due execution of the forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
```��auwiuurrr
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1 ;tXpTAA? �.�15
SEAL
My commission expires October 15, 2006
Form SWU-105 Ver 3.99 Page 3 of 3

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be 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 stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : The Village at Motts Landing
Contact Person: Monica Valsi Phone Number: (910 )763-5100
Number of Lots:255 Allowable Built Upon Area (BUA) Per Lot*:see attached
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ❑ 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. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction [non-SAl only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://portal.ncdenr.orfz/web/Ir/state-stormwater-forms docs)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. F_( Llv C
• DF Density Factor - the appropriate percent built upon area divided by 1009
00 SEP 19 2014
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis urts, 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 su,-n of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 5

Calculation:
For uniform lot sizes:
(SA: ft2 x DF: 1- (RA: ft2)-(OA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 6,117566 ft x DF: .30) - (RA: 440,384, ft2) - (OA: 247,386 ft2) = Total allowable lot BUA =
1147,500 ft2
b. Total BUA from lot listing: 1, 147, 500sf b must be:5 a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 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://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 0-year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
cfs
Slope
(%)
Valiow
s)
Vaia
s)
Flow
Depth (ft)
1
0.25
0.063
0.188
0.50
0.79
0.75
2.5
1.32
0.35
2
4.93
1.313
3.617
0.50
15.53
0.10
1 2.5
1.30
1.51
3
3.44
0.94
2.50
0.50
10.84
0.13
2.5
1.33
1.28
4
2.88
0.80
2.08
0.50
9.07
0.25
2.5
1.61
1.06
5
6.8
3.25
3.55
0.50
21.42
0.31
2.5
2.17
1.41
6
7
8
9
10
11
12
13
14
15
ULI Z 0
2014;
16
Y:t
17
18
19
20
Form SW401-Low Density-Rev?-2/10/09 Page 2 of 5

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 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. Any
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 Storrnwater Management Permit Application Form, the agent may initial below. If any item is not met.
then Iustification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
a. t For projects in the 20 coastal counties: Per NCAC 2H.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.
b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
e8(/ c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
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.
M) e. Built upon area calculations are provided for the overall project and all lots.
6W f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
L11� g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
Mgt/ h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
_ i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
MAZ j. 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).
1fl V_ k. Swale detail and permanent vegetation is specified on the plans.
y1.V 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
4�V in. Swales are located in recorded drainage easements.
YI ly _ ri.ti Length of swale or vegetated area is at least 100 feet for each curb outlet.
�y(V 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).
A0 p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require Md-,It sue'
Form SW401-Low Density-Rev.3-2/10/04 Page 3 of 5
SEP 19 2014

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 Energy, Mineral
and Land Resources.
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 DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Arnold Sobol, Member Manager
Phone
Signat
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, le-11 t, G. —RaIrd a Notary Public for the State of N pr4-) laOUrr, , County of
do hereby certify that Ar'rlc,l Ln) personally appeared before me this _
day of _, and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
-1;
1.
I/ -/-A /zq J-
Notary signature _,."2II2M
1+0T'�, v
SEAL My commission expires_
*00600000 EGEIVIFr
� StP 19 20%
Form SW401-Low Density-Rev.3-2/10/09 Page 5 of 5

The Village at Motts Landing
Stormwater Project No. SW8 030917
New Hanover County
Partial
Engineer's Certification
TE 03060
State Stormwater Management Systems
Permit No. SW8 030917
ECEIVE0
OCT 2 0 2014
BY. —
I, Phillip G. Tripp , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
The Village at Motts Landing
(Project)
for Aftew Properties, LLC (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
* Partial Certification for Pond 1 only
Signature F�4.
Registration Number 17374
Date 06/30/09 �n•�o•o°I
SEAL
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.�=o•oFEssio ��2
A.
9� p
SEAL
-o : 17374 : 2

State Stormwater Management Systems
Permit No. SW8 030917
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
Aa__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.
_C_6. The outlet structure is located per the approved plans.
*L_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.

The Village at Motts Landing
Stormwater Project No. SW8 030917
New Hanover County
Final
Engineer's Certification
TE 03060
State Stormwater Management Systems
Permit No. SW8 030917
nECEIVE
OCT 2 0 2014
8Y
I, Phillip G. Tripp , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
The Village at Motts Landing
(Project)
for Aftew Properties, LLC (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registratic
Date 05/22/12
SEAL
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SEAL CAI
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State Stormwater Management Systems
Permit No. SW8 030917
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
_2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
W4. 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.
_0 7. Trash rack is provided on the outlet/bypass structure.
98. 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.
116 15. The required dimensions of the system are provided, per the approved
plan.

STATE OF NORTH CAROLINA
OCT 2 0 20%
COUNTY OF NEW HANOVER
BY.
DECLARATION OF COVENANTS CONDITIONS & RESTRICTIONS
FOR MOUNT CARMEL IN
THE VILLAGE AT MOTTS LANDING
THIS DECLARATION, made the day of September, 2014, by AFTEW PROPERTIES, LLC,
a North Carolina limited liability company, hereinafter referred to as "Declarant" or Developer for the
purposes hereinafter stated:
WITNESSETH
WHEREAS, Declarant is the owner of that certain real property in New Hanover County, North
Carolina, known as THE VILLAGE AT MOTTS LANDING, part of which will be developed as Mount
Carmel, Phase 1, which is shown on a plat recorded in the Office of the Register of Deeds of New Hanover
County, North Carolina, in Map Book at Page , (hereinafter the "Plat") to which reference
is made for a more particular description (the "Property"); and
WHERE IS NOTE #1
NOW, THEREFORE, Declarant hereby declares that all of the properties described above shall be
held, sold and conveyed subject to the North Carolina Planned Community Act set forth in Chapter 47F of
the North Carolina General Statutes (hereinafter the "Act') and the following easements, restrictions, etc.,
which are for the purpose of protecting the value and desirability of, and which shall run with the real
property and be binding on all parties having any right, title or interest in the above -described properties or
any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof.
ARTICLE I
DEFINITIONS
SECTION 1. "Additional Property" shall mean and refer to any lands, in addition to the Property,
annexed to and made a part of the Planned Community pursuant to the provisions of this Declaration,
whether such lands are now owned or hereafter acquired by Declarant or others, and whether developed by

B. The Association may in accordance with the procedures set forth in the Act establish a
schedule of and collect fines for the violation of this Declaration or of the Association's Articles of
Incorporation, Bylaws or Rules and Regulations. If an Owner does not pay the fine when due, the fine shall
immediately become a part of and be added to the Annual assessment against the Owner's Lot and may be
enforced by the Association as all other Assessments provided for herein.
C. The Association may in accordance with the procedures set forth in the Act suspend all
services and privileges provided by the Association to an Owner (other than rights of access to Lots) for any
period during which any Assessments against the Owner's lot remain unpaid for at least thirty (30) days or
for any period that the Owner or the Owners Lot is otherwise in violation of this Declaration or the
Association's Charter, Bylaws, or Rules and Regulations.
SECTION 3. Miscellaneous. Failure by the Association or by an Owner to enforce any covenant
or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. The
remedies provided herein are cumulative and are in addition to any other remedies provided by law.
ARTICLE X
RIGHT OF FIItST REFUSAL
All lots subject to this Declaration are subject to a right of first refusal to repurchase by the Declarant
upon any resale transfer to any third party for a period of three (3) years after the date of initial sale by the
Declarant provided this right of first refusal will not apply to; a) gifts between related parties nor to transfers
between related entities where the principals of the grantee entity own at least fifty percent (50%) of the
ownership interest in the grantor entity; b) any sale to any third party where the sale price for the lot exceeds
the purchase price which the initial purchaser paid to the Declarant for the lot; c) any involuntary sales
including but not limited to any foreclosure or judicial sale or a deed in lieu of foreclosure. In the event of
a sale which gives right to the Declarant to exercise its right of first refusal, then the owner shall contact the
Declarant in writing and furnish the Declarant a copy of the proposed sales agreement or sales price which
is acceptable to the owner and the Declarant shall have five (5) business days to accept the proposed sales
price and terms by written acceptance delivered to the owner, and upon such written acceptance, the
Declarant shall close on the purchase within ten (10) days ofDeclarant's receipt of the notice from the owner
to the Declarant. If the Declarant does not elect to exercise, its right of first refusal, then the owner may
thereafter convey said lot upon the terms and conditions presented to the Declarant at any time within a
period of ninety (90) days after the Declarant declines the right of first refusal, if the Declarant declines in
writing, or within a period of ninety (90) days after the expiration of the five (5) business days for acceptance
by Declarant, if the Declarant fails to exercise or to decline the right of first refusal in writing.
ARTICLE XI
GENERAL PROVISIONS
SECTION 1. Enforcement. The Association, or any Owner, shall have the right to enforce, by any
proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or
hereafter imposed by the provisions ofthis Declaration. Failure by the Association or by an Owner to enforce
any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so
thereafter.
SECTION 2. Enforcement of Storm Water Runoff Regulations. The following covenants are
intended to ensure ongoing compliance with state stormwater management permit numbers SW8 030917,
18

as issued by the Division of Water Quality under NCAC 2H.1000, These covenants may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality.
2.1 The maximum allowable built upon per lot is shown on Exhibit "A" hereto attached and
incorporated herein by reference. These allotted amounts include 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, gravel, concrete, brick, stone,
slate and coquina, but does not include raised open wood decking or the water surface of swimming pools.
2.2 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 street, grading the lot to drain
toward the street, or grading perimeter swales to collect lot runoff and directing them into the stormwater
system or into the street. Lots that will naturally drain into the system are not required to provide these
additional measures.
2.3. 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.
2.4. Built -upon area in excess of the permitted amount requires state stormwater management
permit modification prior to construction.
2.5. All permitted runoff from out parcels or future development shall be directed into the permitted
stormwater control system. These connections to the stormwater control system shall perform in a manner
that maintains the integrity and performance of the system as permitted.
2.6 The State of North Carolina is made a beneficiary of these covenants to the extent necessary
to maintain compliance with the stormwater management permit.
2.7 These covenants are to run with the land and be binding on all persons and parties claiming
under them.
2.8 These 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.
2.9 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
2.10 Each lot or built up area will maintain a 30' wide vegetated buffer between all impervious
areas and the mean high water line of surface waters.
2.11 All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
2.12 Filling in, piping or altering any designated 5:1 curb outlet Swale associated with the
development is prohibited by any persons.
2.13 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 slop no steeper than 5% carry the flow from a 10 year storm in a non -erosive manner, and
19

maintain a dense vegetated cover and be located in either a dedicated common area or a recorded drainage
easement. All runoff on the lots within the high -density portion of the project must drain into the permitted
system. This may be accomplished through providing roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales and directing them into the pond or street. Lots
that will naturally drain into the system are not required to provide these measures.
2.14 The lots draining to curb outlets are Lots 31-44 inclusive, 51-58 inclusive, 67-69 inclusive,
77-89 inclusive, 130-132 inclusive, 179-184 inclusive and 203-227 inclusive. All other lots drain to the
ponds.
2.15 Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.) associated
with the development except for average driveway crossings, is prohibited by any persons.
2.16 Lots within CAMA's Area of Environmental Concern may have the permitted built -upon area
reduced due to CAMA jurisdiction within the AEC.
SECTION 3. Severability. Invalidation of any one of these covenants or restrictions by judgment or
court order shall in no wise affect any other provisions which shall remain in full force and effect.
SECTION 4. Amendment of Declaration. Except as provided elsewhere herein, the covenants and
restrictions of this Declaration may be amended only by an instrument duly recorded in the Office of the
Register of Deeds of the county where the Development is located, executed by the duly authorized officers
of the Association upon the vote of not less than sixty-seven percent (67%) of the votes in the Association;
provided that no amendment shall alter any obligation to pay ad valorem taxes or assessments for public
improvements, as herein provided, or affect any lien for the payment thereof established herein. In no event
may the Declaration be amended so as to deprive the Declarant of any rights herein granted or reserved unto
Declarant.
IN WITNESS WHEREOF, the Declarant hereto, has caused this Declaration to be executed on
behalf of the limited liability company by its duly authorized Manager this the day and year first above
written.
AFTE PERTIES, L C
BY:4(SEAL)
Arnoldl. Sobol, Manager
MV

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, 1 I VV , a Notary Public in and for said County and State, do hereby certify
that Arnold L. Sobol, personally came before me this day and acknowledged that he is Manager of Aftew
Properties, LLC, a North Carolina limited liability co�mpa y which is the company described in and which
executed the foregoing instrument; [CHECK ONE] A (i) I have personal knowledge of the identity of the
principal; or ❑ (ii) I have seen satisfactory evidence of the principal's identity by a current state or federal
identification, with the principal's photograph, in the form of a
Witness my hand and official seal, this the �5 day of �C~ ,� 20A.
Notary Public
My Commission Expires: 073/- 2-�)/7
21

EXHIBIT A
TOTAL IMPERVIOUS AREA PER LOT
THE VILLAGE AT MOTTS LANDING, PHASE 1
Lot Numbers
Square Footage
1 — 46
5,000
47 — 56
4,500
64 — 88
4,500
89
5,000
90 —135
4,500
136 —154
5,000
155 — 226
4,500
372 — 377
5,000
386 — 388
4,500
DUPLEX LOTS
1 — 24 3,000

EXHIBT B
A OTAL IMPERVIOUS AREA PER LOT
THE VILLAGE AT MOTTS LANDING
Lot Number(s) Square rootage
1 - 25 5,000
75 - 81 4,500
89 5,000
90 - 135 4,500
136 -154 5,000
155 - 226 4,500
TOWNHOME LOTS
1- 24 3,000
OCT 2 0 2014
BY: