SW8960918_Current Permit_20131213

A M
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, _and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Govemor
Director John E. Skvarla, III, Secretary
December 13, 2013
Mr. Edwin I. Ennis, Jr.
2545 Castle Hayne Road
Wilmington, NC 28401
Subject: State Stormwater Management Permit No. SW8 960918
Ennis Retail
High Density Commercial Subdivision Project
New Hanover County
Dear Mr. Ennis:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Ennis Retail on December 9, 2013. 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 960918 dated December
13, 2013, for the construction of the subject project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality 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 is set to
expire during this time frame to three (3) years from its current expiration date. On August 2,
2010, the Governor signed Session Law 2010-177, which grants an extra year for a total of four
(4) years extension. Additionally, 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).
Accordingly, this permit, which was set to expire on December 3, 2017, shall now be effective
from the date of issuance until December 3, 2021. This permit shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changes of ownership, transferring the permit, and renewing the permit. Failure
to establish an adequate system for operation and maintenance of the stormwater management
system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in
future compliance problems.
The following modifications are included and covered by this permit:
• The proposed redevelopment of the McDonald's will increase the amount of built -upon
area above the previously allocated amount of 28,250 square feet. This modification
increases the built -upon area allocation for the McDonald's to 33,250 square feet and
demonstrates that the existing pond can handle the 5,000 square feet additional built -
upon area. McDonald's is proposing to construct 32,626 square feet of built -upon area
with 624 square feet remaining for future development.
Wilmington Regional Offloe
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 960918
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 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office at [phone].
Sinc L1, Lk
racy D rvis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/can: g:\WQ\Shared\Stormwater\Permits & Projects\1996\960918 HD\2013 11 permit 960918
cc: Catherine Griffin, McDonald's USA, LLC
Justin Biegler, Commercial Site Design
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 960918
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Edwin 1. Ennis, Jr.
Ennis Retail
2523 Castle Hayne Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division and
considered a part of this permit.
This permit shall be effective from the date of issuance until December 3, 2021, 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. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 242,370 square feet of
impervious area for the outparcels. The subdivision is permitted for 7 lots, each
limited to a maximum amount of built -upon area as indicated in Section 11.13 (f) of
this permit.
3. A vegetated filter strip is not required for this pond as it has been designed for a
90% total suspended solids removal efficiency.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 960918
6.
7.
The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
a
C.
d.
e.
f.
9•
h.
i.
j•
k.
I.
M.
n.
o.
Drainage Area acres:
Onsite, ft�:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Onsite, subject to 1995 Rules, ft2:
Onsite, subject to SL 2008-211, ft2:
Offsite, ft2:
Design Storm, inches:
1995 Rule, inches:
SL 2008-211, inches:
Pond Design Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permanent Pool Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, ft3:
Fountain Horsepower, HP:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
10.21
444,700
0
242,370
237,370
5,000
none
1.0
1.5
6.0
90%
18.0
18,000
39,444
20.0
2.5"0 pipe
5,050
1 /4
UT to Northeast Cape Fear / Cape Fear
18-74-(61)
"Sc, SW"
8. The additional permeable pavement shown on the plans for the revised
McDonald's site has not been demonstrated to meet the State Stormwater BMP
design requirements and therefore is not considered a part of the approved state
stormwater treatment system. This additional measure is incorporated only by
reference and is not an enforceable part of the permit.
II. SCHEDULE OF COMPLIANCE
i•:
K,
The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit.
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 960918
The permittee shall at all time provide the operation and maintenance necessary
to assure that all components of the permitted stormwater system function at
optimum efficiency. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the scheduled intervals
including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
q. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept and made available upon
request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/4 horsepower.
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
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.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 960918
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may determine that other revisions to the project should require a
modification to the permit.
12. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
13. 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 SW8 960918, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is as follows:
Property / Lot
Max. Built -Upon
Areas ft
Y2 of the Existing Residence
1,800
McDonald's Lot
33,250
Outparcel No. 1
28,850
Outparcel No. 2
31,250
Dollar Store Lot
45,220
Outparcel No. 3
51,000
Outparcel No. 4
51,000
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 960918
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
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. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change Form signed by both parties, to
the Division of Energy, Mineral and Land Resources, accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
3. 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.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 960918
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
11. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and reissued this the 13th day of December, 2013.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8 960918
Ennis Retail
Stormwater Permit No. SW8 960918
New Hanover County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 9 of 10

State Stormwater Management Systems
Permit No. SW8 960918
Certification Requirements:
The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DEMLR Regional Office
New Hanover County Building Inspections
Page 10 of 10

Permit Number: . , 0 q �,oT 1-1
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
ECEIVE
Inspection activities shall be performed as follows. Any problems th rt U # �Y13
be repaired immediately-
BMP
BMP element:
Potentialproblem:
How I will re a ro em:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
I
long.
approximatelysix inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50 % of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
ECEIVG
Form SW401-Wet Detention Basin O&M-Rev.4 DEC Y 9 a e 2 5
4
�V;

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential probleirc.
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 1.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
16.5 ]
-----------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 18.0
Pool
-
----Sediment Removal Elevation 13.5 Volume
-----------------------------------
Bottom Elevation 12.0
MAIN POND
FGCr`w
DEC 0 9 2013
Page 3 of
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Ennis Retail
BMP drainage area number:1
Print name:Edwin I. Ennis, Jr.
Title:Owner
Address:2545 Castle Hayne Rd, Wilmington, NC 28401
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, �c3.��ec • {�rG�oc� , a Notary Public for the State of
Nor }k Caroc v'\c�, , County of New I�&s\pv er , do hereby certify that
E¢ W i n -_� - enn %S -3r- personally appeared before me this 1 p 0-
day of Novem)X ' , -1013 , and acknowledge the due execution of the
forgoing w dZn basin maintenance requirements. Witness my hand and official
seal,
`o`p� ' - ER J/Pe.
.� G O'er
II&BLIG
��tiM
SEAL
My commission expires 01- P'O i 6
f
DEC 0 9 208
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

AUG 20,2007 03:12P Tripp Engineering 9107635631 page 2
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basis!, pretreatment including Forebays and the
vegetated filter if one is provided.
T his system (check one) u does X doe,% not incorporate a vegetated filter at the outlet.
This system (check one) 0 does X does not incorporate pretreatment other than a forebay.
Maintenance activities shall be periormud 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
rcducud to 75% of the original design depth (see diagram below). Removed sediment shall he disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling (tear 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 1640 in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.5 e_@�el in the forebay, the sediment shall be removed,
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 18
—19)
tiedimont •novel ts1. 16.5 7S /o
------------ - ScdimentRemoval l:lcvalion._.13. 75%
Bolton evasion 1G.0 "/o-----------------•------------- ---
Bottom Elevation 12.0 12.16/1
1F'OREBAY MAIN POND

AUG-14-2007 TUE 04:10 PM NCDENR FAX NO, 9103502004 R 04/04
State Stormwater Management Systems
Perm!t number SW8
6. If the oas;n 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 practical.
7. All components of the wet detention basin system shall be maintained in good working order.
S. Remove all trees and heavy woody vegetation from the basins and dike walls (sideslopes),
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify CDUWO of any problems with the system or pricy to any
changes to the system or responsible party.
Print name,.QwI
Title: O&AA4C1Z
Address: 02 A409'Ve- 40 t �� /1�-� • t/d f
Phone: /v a / "O U
Signature. -
Date: A / l0'i
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, an �. _ y if , a Notary Public for the State of a 4
County of NCAJ Jfki4oV4** , do hereby certify that Ejwid :r, 6oAi5 Jr,
personally appeared before me this its day of �}' ��o 7 and acknowledge the due
execution of the forgoing wet (wetland) detention basin maintenance requirements. Witness my hand and
official seal,
SEAL
My commission expires 11 _ 8 —69
�4e_ fv rg-es
File: Iwgststormwaterlpat'sinspect;oandmwet basin.doc
Pge2of2
RECEIVED
AUG 2 12007
By:

TE 97104
POND MAINTENANCE REQUIREMENTS
Project Name: Ennis Retail Project No. 9A &oath �OP
Responsible Party: Edwin I. Ennis, Jr. Phone No. _(910) 763-7666
Address: 2545 Castle Hayne Rd.,Wilmington, NC 28401
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pimp operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
H. Quarterly:
A. Inspect the collection system (i.e. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting, riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
.Grebz+ 5-4-4164PL_
B. Theimmd epth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of original forebay design of _3'
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year as
necessary. STORMVVA I LH
E C E I V E
MAR 161998
D
D E M
PROJ #

POND MAINTENANCE REQUIREMENTS
PAGE 2
IV. Annually (Once a year)
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of the original design depth or 3', whichever is greater. Design
depth is _6' , measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when
they cover more than 1/2 the surface area of the pond.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the system will be checked for clogging. The source of the
cloggine will be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan.
VI. Special Requirements:
I, Edwin I. Ennis, Jr. , hereby acknowledge that I am the financially responsible
party for maintenance of this detention pond. I will perform the maintenance as outlined above, as part of
the Certificatiof Chpliance with Stoner Regulations received for this project.
Date: T2? h 15
DA/arl: S:\WQS\STORMWAT\FORMS\O&M-POND.FOR

'• 1 1 • 1' � {D!
Project Name: Ennis Retail
Responsible Party:
Edtiv:i.ii i. minis, jr.
Address: 2545 Castle Hayne Road Wilmington, NC 28401
Project No. '560 9 q&O (:? / S
Phone No. 763-7666
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used . as the d_r-awdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DMA personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the .filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
H. Quarterly:
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting, riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
M. Semi-annually:
A. p Accumulated sediment from the bottom of the outlet structure will be removed.
B. The pond depth will be checked at various points. If depth is reduced to 75 % of original
design depth or 3 feet whichever is greater, sediment will be removed to at least the
original design depth.
C. Grassed swales, including the veg fated filter if applicable, will be reseeded twice a year
as necessary. TORMWATEk
E C E I V E
SEP 2 71996
D
PROJ # OCq

POND MAUn7ENANCE REQUIRENfENTS
PAGE 2
IV.
V.
I,
General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".-
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the system will be chec>Ied for .clogging. The ,urce of the
clogging will be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the. approved
stormwater plan.
Special Requirements: Not Applicable
Edwin I. Ennis, Jr.
responsible party fol
above, as part of the
Signature:
of thdetention pond
)KorUliance with S c
hereby acknowledge that I am the financially
will perform the maintenance as outlined
nwater Regulations received for this project.
Date. September 19, 1996 _
12 Monica L. Hill ,aNotary Public for the State of North Carolina
Countyof New Hanover ,dohereby certify that Edwin. I. Ennis, Jr.
personally appeared before me this 19 day of September , 1996 , and acknowledge the
due execution of the foregoing instrument. Witness my hand and official seal,
nt�rttouis
a, 44-11�1-lv
A E.
■,N•� -
My commission expires August 7, 2001 To
DA/arl: -
S:1WQS\STORMWATIFORMSI4&M POND.F OR _

Applicable R#r-- ❑ Coastal SW - P95 `XCoastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WO Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ennis Retail
2. Location of Project (street address):
2523 Castle Hayne Road
City:Wrightsboro County:NewHanover Zip:28429-
3. Directions to project (from. nearest major intersection):
From the intersection of Highway 17 and NC 133 (Castle Hayne Rd) take Castle Hayne Rd approximately
south. Go 2.0 miles, and the project location is on the right
4. Latitude:34° 17' 17" N Longitude:77° 55' 17" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 — Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 960918 , its issue date (if known)10-1-97 and Tie status of
construction: ❑Not Started []Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
"Low Density ZHigh 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 DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac�f�i4turbcxL�
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impactst J i
b.If any of these permits have already been acquired please provide the Project Name, 'ect/Permit Numbe
issue date and the type of each permit:
ny-
5. is the project lccated within 5 miles of a public airport? NNc ❑Yes
If yes, see S.L. 2012-200, Part VI: http://portal.nedenr.org web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page 1 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Signing Official &
b. Contact iriformutior, for person listed in item 1a above:
Street Address:4601 Six Forks Road, Suite 200
City:Raleigh State:NC Zip:27609
Mailing Address (if applicable):
City: State: Zip:
Phone: (919 ) 876-9716
Email:nadine.perr [e-mail]
Fax: (919 ) 326-4215
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:Edwin I Ennis Jr.
Signing Official & Title:Owner
b. Contact information for person listed in item 2a above:
Street Address:2545 Castle I Iayne Rd.
City:Wihnington State:NC Zip:28401
Mailing Address (if applicable):
City: —
Phone:
Email:[e-mail]
State: Zip:
3. a. (Optional) Print the name and title of another contact such as the project's constructio
person who can answer questions about the project: V C
Other Contact Person/Organization:Commercial Site Desi (Engineering Consult----
Signing Official & Title:Garrett Otten - Project Manager
b. Contact information for person listed in item 3a above:.
Mailing Address:8312 Creedmoor Rd
City:Raleigh State:NC Zip:27613
Phone: (919 ) 848-6121 Fax: (919 ) 848-3741
Email:[e-mail]
4. Local jurisdiction for building permits: New Hanover County
Point of Contact.Chris O'Keefe Phone #: (910 ) 798-7165
Form SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Detention Pond (existing)
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 H — Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:10.21 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) Total Surface Water Area (6) = Total Project Area-.'
10.21 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (B A). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 54.3 %
9. How many drainage areas does the project have?1 (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 I
Dramage Area
Drains Area
Drainage Area
Receiving Stream Name
UT NE Cape
Fear
Stream Class *
Sc - Sw
Stream Index Number * a
18-74-(61)
Total Drainage Area (sf)
444,700
On -site Drainage Area (sf)
403,950
Off -site Drainage Area (sf)
40,750
Proposed Impervious Area** (sf)
242,370
% Impervious Area** (total)
54.5
Im envious" Surface Area
Dramage Area 1
Drainage Area - _
Area _
Drainage Area _
On -site Buildings/Lots (sf)
0
On -site Streets (sf)
0
On -site Parking (sf)
0
On -site Sidewalks (sf)
0
Other on -site (so
0
Future (sf)
0
Off -site (sf)
5,000
Existing BUA*** (sf)
237,370
Total (sf):
242,370
°
" Stream Class and Index Number can be determined at: http:/iportal.ncdenr.org/wen/wg/ps1csu/classi "cations
** Im envious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

***_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 BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. AutoCAD
delineation
Proiects in Union County: Contact DWQ Central Office staff to check if the proiect is located within a Threatened &
Endangered Species watershed that maybe 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 httv://vortal.ncdenr.or-z/web/wci/ws/su/bm-D-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12or-tal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htt2:/ /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 dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Go
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants G O
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed. signed and dated) and O&M GI U
agreement(s) for each BMP. .
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htW://www.envhelp.org/12ages/onestpl2gWress.hbnl for information on the Express program
and the associated, fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for C7
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 ;6..Mile of the site boundary, include the 1h
_"- Mile radius on the map.-
7. Sealed, signed and dated calculations (one copy). Cr c%
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: G D
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
impounded structures, the banks of streams and rivers, the MHW or NHW ' e`�aT
waters, and any coastal wetlands landward of the MHW or NHW lines. DEC0 9 2013
• Delineate the vegetated buffer landward from the normal pool elevatio impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of ti waters.
i. Dimensioned property/project boundary with bearings & distances. �1(�
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version 06Aug2012 - Page 4 of 6

p. Vegetated buffers (where required). rr
Copy of any applicable soils report with the associated SHWT elevations (Please identify `4 O
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:1791 Page No: 0928 Go
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC GO
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.secretmy.state.nc.us/CMorations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, 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 EngineeraustinBiegler:
Consulting Firm: Commerical Site Design
Mailing Address:8312 Creedmoor Rd
City:Raleigh State:NC Zip:27613
Phone: (919 ) 848-6121
Email:[e-mail]
Fax: (919 ) 848-3741
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Edwin I Ennis Jr. . certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) C. Nadine Petry with (print or type name of organization listed in
Contact Information, item 1a) McDonald's USA, LLC 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.��F,v��
B'
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I 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 civ&peqaltie f up to $25,0,f 0 Mday, pursuant t,%NCGS 143-215.6.
Date:Tl r 3
I, CAC �e <- Y f q tO� C� • , a Notar Public for the State of O r k-�', Grpk i mac, County of
.New N crr`0J2r do hereby certify that Ea w i r\ T- E- nn�% S 1r personally appeared
before me this V day of N ov eMn 3U apl 3 , and acknow th dd e execution of the application for
a stormwater permit. Witness my hand and official seal,
4�
-,OTAq�-
�'Z
.4tJBLNG 2fliOVE
h"11111N
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 01-P5-,7�L000
I, (print or type name of person listed in Contact Information, item la) °C'Idudi r PeV- kc AA weYl
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 stormwater ruffs under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Date:
I, S a+nAra W • tf %)n , a Notary Public for the State of �t�ollM* , County of
do h reby certify that personally E personally appeared
before me this 17 day of 13 , and acknowledge the due e?qcution of the application for
a stormwater permit. Witness my hand and official
Form SWU-101 Version 06Aug2012
W.
x
o pJll p11
°Q®® NOUN
�It, foliate oe
Page 6 of 6 �•

Permit No. 5\.il l�v Digti
(to be provided by DWQ)
� of wAr�9
�
=ENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORMM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLE: "_ u I
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Hil must be printed, filled out and submitted along with all of the required information.
Project name Ennis Retail
Contact person _ Justin Biegler
Phone number 919-,
Date 2; —
Drainage area number 1
01101 a91[ UTWU 1i
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hrrunoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
444,700 ftz
242,370 fe - av,-52o A@ 1" , 53zo Ca 16"
54.50 %
u ex & 1.b pro in
20,225 ft3
39,444 ft3
ft3
ft3
ft3
ft3
ft3
N (YorN)
in
(unitless)
(unitless)
inlhr
ft3/sec
ft3/sec
ft3/sec
20.00 fmsl
18.00 fmsl
_fmsl
18.00 fmsl
17.00 fmsl
13.50 fmsl
12.00 fmsl
1.50 ft
(Y or N)
fmsl
OK, volume provided is equal to or in excess of volume required.
Data not needed for calculation option #1, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
Form SW401-Wet Detention Basin-Rev.9-4118/12
Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
OL OEM W-OPMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, APB, ,,d
Area, bottom of 1011t„e et�d shelf, " ..g.. ..,,..., , , , ,mr anon
Area, sediment cleanout, top elevation (bottom of pond), Abcf_x,d
Volumes
21,444 ft2
13,341 ft2
3.00 (unitless)
18,000 ft OK
NA ft
1 Tj a fe
Volume, temporary pool
39,444 ft3
OK
Volume, permanent pool, VP.,Od
79,596 ft3
Volume, forebay (slap of forebays if more than one forebay)
5,050 ft3
Forebay % of permanent pool volume
6.3% %
Insufficient forebay volume.
SAIDA Table Data
Design TSS removal
90 %
(:naatal SA/DA Tahle I tcPd?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SA/DA ratio
3.00 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, Vp ,Oa
79,596 If
Area provided, permanent pool, A,._p.i
18,000 ft
Average depth calculated
6.00 It
OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
6.0 It
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pod, A,._pw
18,000 ft2
Area, bottom of 10ft vegetated shelf, A,or Shoff
NA ft2
Area, sediment cleanout, top elevation (bottom of pond), A,,,,
ft2
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
3.50 it
Average depth calculated
it
Average depth used in SAIDA, d. (Round to down to nearest 0.5ft)
It
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (K circular)
2.50 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.83 It
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
It
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
ft3lsec
Post -development 1-yr, 24-hr peak flow
ft3/sec
Storage volume discharge rate (through discharge orifice or weir)
ft3/sec
Storage volume drawdown time
3.05 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
ft
Length of flowpath to width ratio
:1
Length to width ratio
:1
Trash rack for overflow & orifice?
(Y or N)
Freeboard provided
It
Vegetated filter provided?
(Y or N)
Recorded drainage easement provided?
(Y or N)
Capures all runoff at ultimate build -out?
(Y or N)
Drain mechanism for maintenance or emergencies is:
Form SW401••Wet Dctontion Basin-Rev.9-4/18112 Parts I. & K Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Ini '
Shget No.
` s
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW),
- Overflow device, and
[G�
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
X d71N4
3. Section view of the wet detention basin (1" 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6, A construction sequence that shows how the wet detention basin will be protected from sediment until the
�'�
entire drainage area is stabilized.
7. The supporting calculations.
`alA
�,�OdIL
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
51A 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III. Required Items Checklist, Page 1 of 1

TE 97104
Permit No. GN IS HOP
�:. (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 managementplan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement.
I . PROJECT INFORMATION (please complete the following information):
Project Name :
Ennis Retail
Contact Person: Phillip G. Tripp, P. E. Phone Number: (910 ) 763-5100
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation 12. o ft.
Permanent Pool Elevation 18.0
ft.
Temporary Pool Elevation 20.0 ft.
Permanent Pool Surface Area 18,140 CCO sq. ft.
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA' used
Diameter of Orifice
Design TSS Removal
10.21 ac.
5.45 ac.
79,596 cu. ft.
39,594 cu. ft.
5,050
.0305
2.5 in.
90 %
II. REQUIRED ITEMS CHECKLIST
(average elevation of the 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)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) 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.
Form SWU-102 January 1998 Page 1 of 2

Applicants Initials
PST a.
The temporary pool controls runoff from the 1 inch storm event.
b.
The basin length to width ratio is greater than 3:1.
c.
The basin side slopes above the permanent pool are no steeper than 3:1.
Q�T d.
A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e.
Vegetation above the permanent pool elevation is specified.
See Below * f.
An emergency drain is provided to empty the basin.
g.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h.
The temporary pool draws down in 2 to 5 days.
i.
A trash rack is provided for both the overflow and orifice.
pG� j.
The forebay volume is approximately equal to 20% of the total basin volume.
pGT k.
Sediment storage is provided in the permanent pool.
N /P 1.
A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
m.
Recorded drainage easement for each basin including access to nearest right-of-way.
P6 n.
A site specific operation and maintenance (O&M) plan is provided.
P (Of o.
A vegetation management/mowing schedule is provided in the O&M plan.
P6-r p.
Semi-annual inspections are specified in the O&M plan.
G_ q.
A debris check to be performed after every storm event is specified in the O&M plan.
PG-r r.
Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
PGA s.
A legally responsible party is designated in the O&M plan3 (include name and title).
P T t.
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.
* f. Provisions will be made in the event repairs are necessary
to pump the pond dry.
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 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.
3 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.
Form SWU-102 January 1998 Page 2 of 2

State Stormwater Management Systems
Permit No. SW8960918
Ennis Retail
Stormwater Permit No. SW8 960918
New Hanover County
Engineer's Certification
I, W , as a duly registered Professional Engineer in the State of North
QCarolina, having been a rized to observe (periodically/pelf the construction of the project,
L,
(Project)
for FDT,Agls (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.
Noted deviations from approved plans and specification:
A
Signature
R.egistratic
Date 6 , 1Z q f5

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density Developments
withOutparcels where. outparcel lots will be subdivided from the main tract and sold. Deed restrictions
an d protective covenants are necessary to ensure that the development maintains a "built -upon" area
co n�stent with the design criteria used to size the stormwater control facility.
I, lbk11AI J 41NNIS �R. , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
fut Lire development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit NumberSM8 960118 , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take n/ace without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows.
Outparcel # BUA Outparcel # BUA
.SZZ AMcWO bwwiI- sxfer
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon- area includes, but is not limited to, structures, aspbalt;_.ccacrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking; vr-the-water
surface of swimming pools.
7 The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit prior to construction.
11. The project and each outparcel will maintain a 30** foot ,wide vegetated buffer between all
impervious areas and surface waters.
**50 foot for projects located in the 20 coastal counties, EC V E
DEC 0 9 206
6Y.
Form DRPC-2 Rev.2 05Nov2009 Pagel of 2

Hiah Density Developments with Outparceis
Deed Restrictions & Protective Covenances
NI
Signature: e` _ _ ..._..� Date: /� / 2. i ,3
I, O"'r �cr 6 _ CA e , a Notary Public in the
State of Nor- -h (o-so V nC, , County of Ne.w �}ca npQ es ,
do hereby certify that 9w i personally appeared
before me this the )i�`` day of Noverr-�� , 20 13 ,and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Signat e
My Commission expires
01 X--;LOlb
Form DRPC-2 Rev.2 05Nov2009 Page 2 of 2

Permit Modification SW8 960918 - Ennis Retail Center
Deed Restrictions and Protective Covenances Exhibit- BUA Allocations
y
Impervious (sf)
Impervious (ac)
ting Residence
1,800
0.04
ld's
33250
0.76
cel No. 1
28850
0.66
cel No. 2
31250
0.72
pDollarStore
ore
45220
1.04el
No. 3
51000
1.17el
No. 4
51000
1.17
242,370
5.56