SW8051045_CURRENT PERMIT_20220202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 _Q_rj 1 n y cj
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
202202QI
YYYYMMDD

ROY COOPER
covemor
ELIZABETH S BISER
senetmy
BRIAN WRENN
Dfiraor
February 2, 2022
KG Plaza LLC
Arm Jack Carlisle, Managing Member
8620 River Road
Wilmington, NC 28412
NORTH CAROLINA
Eninrnnmental QuaAty
Subject Permit Renewal
Post -Construction Stormwater Management Permit No SW8 051045
The Reserve at Palmetto Creek
Brunswick County
Dear Mr Carlisle
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on January 28, 2022 The Division is hereby notifying you that permit SW8051045 has been
renewed, updated, and re -issued on February 2, 2022, as attached As requested, a copy of the current operation
and maintenance agreement is also enclosed Please be aware that the renewal and re -issuance of this stormwater
permit does not imply that the site is currently in compliance
This permit shall be effective until April 21, 2028 and does not supersede any other agency permit that may be
required The project shall be subject to the conditions and limitations as specified therein This permit does not
impose new or increased stormwater control requirements, it clarifies the rules and requirements of this program
to provide you with a better understanding of your obligations under this permit Failure to comply with these
requirements will result in future compliance problems Please note that this permit is not transferable except
after notice to and approval by the Division
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www NCOAH com Unless
such demands are made this permit shall be final and binding
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ncdenr gov
Sincerely, /
(yet r/X
5PBnan Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment A— Designer's Certification Forth
Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams %Stormwater\Permits & Prolem\2005\051045 HD\2022 02 permit 051045
cc Wilmington Regional Office Stortnwater File
IrVft E Q North Carolina Department of Environmental Quality I Dwtsion of Energy Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinni Drive Extension I Wilmington. North Carohna 28405
9107967215

Post -Construction Stormwater Management
Permit No SW8 051045
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
KG Plaza, LLC
The Reserve at Palmetto Creek
Palmetto Creek Way, Bolivia, Brunswick County
FOR THE
construction, operation and maintenance of three wet detention ponds in compliance with the
provisions of 15A NCAC 2H 1000, effective September 1, 1995 (Ponds 2 and 3) and 15A NCAC 2H
1000, effective January 1, 2017 (Pond 1) (hereafter referred to as the "stormwater rules') and as
outlined in the application, approved stormwater management plans, supplement, calculations,
operation and maintenance agreement, recorded documents, specifications, and other supporting
data (the "approved plans and specifications") as attached and/or on file with and approved by the
Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") The project shall be
constructed, operated and maintained in accordance with these approved plans and specifications
The approved plans and specifications are incorporated by reference and are enforceable part of this
permit
This permit shall be effective from the date of issuance until April 21, 2028 and shall be subject to the
following specified conditions and limitations The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any condition 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 for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H 1000 and NCGS 143-215 1 et al
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
This stormwater system has been approved for the management of stormwater runoff as
described in Section 15 of this permit
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the protect will be recorded showing all such
required easements, in accordance with the approved plans
Page 1 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
4 The following design elements have been permitted for the wet detention pond stormwater
facilities, and must be provided in the systems at all times
Design Criteria
Pond #1
Pond #2
Pond #3
a Drainage Area acres
Onsite ft2
Offsre ft2
853
371 715
None
1583
689 745
None
1056
460 070
None
b Total Impervious Surfaces ft2
(See Attachment C)
237 076
320 310
181 312
c Design Storm inches
1 5
1 0
1 0
d Pond Depth feet
5
5
5
e TSS removal efficiency
90
90
90
f Permanent Pool Elev FMSL
370
300
220
Perm Pool Surface Area ft2
46 054
1 51 690
14 219
h Permitted Storage Volume ft3
53 437
53 108
21 226
i Temporary Storage Elev FMSL
380
31 0
2335
) Controlling Orifice 0 pipe
25
20
20
k Permitted Forebay Volume 113
31 365
52 073
9 189
I Receiving Stream/River Basin
UT to Lockwoods Folly R / Lumber
m Stream Index Number
15-25-1 (11)
n Classification of Water Body
Sc
o Max horsepower for a fountain
3/4 3/4 1 1/6
II SCHEDULE OF COMPLIANCE
1 The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
DEMLR, and responsibility for meeting the built -upon area limit Is transferred to the individual
property owner
2 If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit
3 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
4 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
5 During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
6 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
7 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 2 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
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 051045, as issued by the DEMLR 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, DEMLR
e Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the DEMLR
f The maximum built -upon area per lot is as follows
Single Family, Lots 1-60 4,000sf/lot
Townhomes, Lots 1-86 3,416sf/lot
This allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge of
the pavement Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
g Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built -upon area due to CAMA regulations
h All runoff from built upon area 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
Built -upon area in excess of the permitted amount will require a permit modification
9 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
10 Decorative spray fountains are allowed in the pond, subject to the following criteria
a The minimum permanent pool volume is 30,000 cubic feet
b The fountain must draw its water from less than 2' below the permanent pool surface
c 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
d The fountain may not be placed into the forebay
e The falling water from the fountain must be centered in the main pond away from the
shoreline
f The maximum horsepower for a fountain in Pond #1 is 3/4 horsepower, in Pond #2 is
3/4 horsepower, and in Pond #3 is 1/6 horsepower
11 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 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 revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and specifications
f Debris removal and unclogging of structures orifice, catch basins and piping
g Access to all components of the system must be available at all times
Page 3 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
12 Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR The records will indicate the date, activity, name of person
performing the work and what actions were taken
13 The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division
14 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
15 No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification
a Any modification to the approved plans and specifications, regardless of size includinc
the SCM(s), BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development, subdivision acquisition, lease or sale of any, all or part of the
protect and/or property area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded
g The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
h Other modifications as determined by the Director
III GENERAL CONDITIONS
1 CORRECTIVE ACTIONS REQUIRED If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems These additional or replacement measures shall receive a permit from
the Division prior to construction
2 PERMIT RENEWAL A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H 1045(3)
3 CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes
Page 4 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
4 TRANSFER This permit is not transferable to any person or entity except after notice to and
approval by the Director Neither the sale of the protect and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit
TRANSFER REQUEST The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H 1045(2) This
request must be submitted within 90 days of the permit holder meeting one or more of
the following
i A natural person who is deceased,
n A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ui A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding
IV A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants,
v The assignment of declarant rights to another individual or entity,
vi The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214 7(c2),
TRANSFER INSPECTION Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the protect and the on -site stormwater system complies with
the permit conditions Records of maintenance activities performed to date may be
requested Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met
COMPLIANCE The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request
a APPROVED PLANS AND SPECIFICATIONS A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times
b DIVISION ACCESS The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
protect
ENFORCEMENT Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21
ANNUAL CERTIFICATION The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
OBTAINING COMPLIANCE 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 modified plans and certification in writing to the Director that the
changes have been made
Page 5 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
OTHER PERMITS The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances which may be imposed by any other Local, State or Federal government
agency having jurisdiction Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215 1, and subject to enforcement
procedures pursuant to NCGS 143-215 6
Permit renewed, updated and reissued this the 2nd day of February 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CRC Wa
Brian Wrenn, (rector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 051045
Page 6 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
Attachment A
The Reserve at Palmetto Creek
Stormwater Permit No SW8 051045
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the protect,
(Protect)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the protect 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 are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 7 of 8

Post -Construction Stormwater Management
Permit No SW8 051045
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 protect is graded such that the runoff drains
to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-circuiting of the
system
11 The permitted amounts of surface area and/or volume have been provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided such as a vegetated shelf, a forebay, and
the vegetated filter
15 The required dimensions of the system are provided, per the approved plan
cc NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Engineering
Page 8 of 8

Attachment C- Permitting History
The Reserve at Palmetto Creek
Permit No SW8 051045
Approval
Permit
BIMS
Description of the Changes
Date
Action
Version
4/21/2006
Original
10
Approval
10/15/2018
Transfer
1 1
From Palmetto Creek, LLC to KG Plaza LLC
Pond I This pond was previously permitted
under the 1995 rules, and it has been
redesigned under the 2017 rules because the
4/1/2019
Modification
1 2
impervious area increased 2 Ponds 2 and 3
The impervious area in Pond 2 was reallocated
as summarized in Attachment C, but the
previously -permitted total did not increase
There was no change to Pond 3
2/2/2022
Renewal
20
Expires April 21, 2028

I'r a!�`, _ Operation & Maintenance Agreement
Project Name IThe Reserve at Palmetto Creek
Project Location IPalmetto Creek Way SE
maintenance records snau be Kept on the following BMP(s) This maintenance record shall 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 pollutant removal efficiency of the BMP(s)
The BMP(s) on this project include (check all that apply & c
Bwretention Cell
Quantity
Dry Detention Basin
Quantity
Grassed Swale
Quantity
Green Roof
Quantity
Infiltration Basin
Quantity
Infiltration Trench
Quantity
Level SpreaderNFS
Quantity
Permeable Pavement
Quantity
Proprietary System
Quantity
Rainwater Harvesting
Quantity
Sand Filter
Quantity
Stormwater Wetland
Quantity
Wet Detention Basin
Quantity
Disconnected Impervious Area
Present
User Defined BMP
Present
0&M tables
Location(
Location(
Location(
Location(
Locationt
Location(
Location(
Location(
Location(
Location(
Location(
Location(
Location(
Location(
Location(
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above and attached O&M tables I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party
' Responsible Party
Title & Organization
Street address
City state zip
Phone number(s)
Email
Signature
County of L4A Y 42"
personally appeared before me this
acknowledge the due execution of the
Witness my hand and official seal , /
"f IM
Jack J Carlisle
Member Manager, KG Plaza LLC
8620 River Road
Wilmington, NC 28412
910-520-6011
buyhonzonhomes@gmail com
/--)/J`0
My commission expires
Ke Date / is
a Notary Public for the State of
do hearby cer4 that ^�j le —
day of
©q-05-2ozo
and
ECEO VFW I=
AUG 2 12018
6Y
STORM EZ
7oa
Version 1 4 O&M Manual Pagege 1 1 off 4

i
IY Wet Detention Pond Maintenance Requirements
Tlae wet detention basin system is defined as the wet detention basin pretreatment Including forebays and the vegetated filter if
one is provided
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 10 inches (or 1 5 inches if in a Coastal County) Records of operation and maintenance should be kept in a
known set location and must be available upon request
Inspection activities shall be performed as follows Any problems that are found shall be repaired Immediately
BMP element
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully and then plant a
erosive gullies have formed
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 approximately six inches
long
The inlet device
The pipe is clogged
Unclog the pipe Dispose of the sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion
Stone verge is clogged or
Remove sediment and replace with clean stone
covered in sediment (if
applicable)
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible Remove the sediment and dispose of it in a location where
original design depth for
it will not cause impacts to streams or the BMP
sediment storage
Erosion has occurred
Provide additional erosion protection such as reinforced turf matting or
nprap 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 practices
show that pruning is needed
to maintain optimal plant
health
Plants are dead diseased or
Determine the source of the problem soils hydrology disease etc
dying
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
STORM EZ
Version 1 4 O&M Manual
ECEEV E
AUG 2 12018
BY ----
7/20/2018
Page 2 of 4

I Wet Detention Pond Maintenance Requirements (Continued) I
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible Remove the sediment and dispose of it in a location where
original design sediment
it will not cause impacts to streams or the BMP
storage depth
Algal growth covers over 50%
Consult a professional to remove and control the algal growth
of the area
Cattails phragmites or other
Remove the plants by wiping them with pesticide (do not spray)
invasive plants cover 50% of
the basin surface
The embankment
Shrubs have started to grow
Remove shrubs Immediately
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present
beavers
A tree has started to grow on
Consult a dam safety specialist to remove the tree
the embankment
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 Department of Environment and Natural
damage have occurred at the
Resources Regional Office
outlet
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
F-0F
ZEE
All 2 1 2098
BY-----
STORM EZ 7/20/2018
Version 1 4 O&M Manual Page 3 of 4

I
WET POND ID FO
1 Permanent Pool El
Temporary Pool El
Pretreatment other No Clean Out Depth
than forebayv Sediment Removal El
Has Veg FilteO No Bottom Elevation
37
MAIN POND
Permanent Pool El
Temporary Pool El
Clean Out Depth
Sediment Removal El
Bottom Elevation
37
38
38
5
5
32
32
31
31
WET POND ID FO MAIN POND
2 Permanent
Pool El 30 Permanent Pool El E
Temporary Pool EI 31 Temporary Pool EIPretreatment otherNoClean Out Depth 7 Clean Out Depth than forebay? Sediment Removal EI 23 Sediment Removal EIHas Veg Filter? No Bottom Elevation 22 Bottom Elevation
WET POND ID FO MAIN POND
3 Permanent
Pool El 22 Permanent Pool El 22
Temporary Pool El 23 35 Temporary Pool El 23 35
Pretreatment other No Clean Out Depth 4 Clean Out Depth 4
than forebay9 Sediment Removal El 18 Sediment Removal El 18
Has Veg Filters No Bottom Elevation 17 Bottom Elevation 17
rcEivi2�
AUG 2 12018
BY
STORM EZ
Version 1 4 8/7/2018
O&M Manual
Page 4 of 4

NC DEQ Division of Energy, Mineral and Land Resources • t— II W
STATE STORMWATER
PERMIT RENEWAL APPLICATION FORM
la f
`j JAN 2 8 2012
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
poor to its expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number S (-OEj
2 Proiect name �.4GNr�i. O CJZ<C�
3 Project street address ii a /
City .0k3 c./v - v County �s . c to.L1S..� C t;ZIP 3%`y?
4 What, if any, changes have been made to the project as permitted? r-3 bti 5z:-
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at https //deg nc gov/about/divisions/energy-
m ine ral-land-resources/energy-mineral-la nd-rules/stormwate r-program/post-constructio n
B PERMITTEE INFORMATION
If changes to the permrttee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at https //deq nc qov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automabcally transfer with the sale of the property
1 Current Permit Holder's Company Name/Organization /C C=- YGF3?,9 4-A
2 Signing Official's Name � �f i e--- 1
3 Signing Official's Title �i� r err IAA04n�aQE
4 Mailing Address - �, (o r Imo, \i<��� i� O /c); ✓
City m,.�ra.—�.y State _ZIP
5 Street Address
h
City S9mi
6 Phone &7xj (g'YsEmail
SAM..�'ZIP SAS+-,.L
C�1/9�8�8-707� Af1A cv�
Storrnwater Permit Renewal Form Page 1 of 3 May 11 2018

C SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORKJ Only applications packages that
include all required items listed below will be accepted and reviewed
Initial each item below to indicate that the required information is provided In the application package
V� A permit application processing fee of $505 00 payable to NCDEQ
2 One original signed hard copy and one electronic copy of this completed form The signing official
named on this application to represent the current penmittee must meet one of the following
a Corporation - a principle executive officer of at least the level of vice-president,
b Limited Liability Company (LLC) - a manager or company official as those terms are defined
in G S 57D "North Carolina Limited Liability Company Act,"
c Public Entity - a principal executive officer, ranking official, or other duly authorized employee,
d Partnership or limited partnership - the general partner,
e Sole proprietor, or
f Letter of authorization signed by one of the signatories noted in a - e above authonnng the
signature of another entity
AJA?
O&M Agreements, Please select one
❑A have a copy of the current recorded O&M Agreement for all SCMs, and 1 will continue to
keep this on file with the permit, or
10 I do not have a copy of the current recorded O&M Agreement for all SCMs and am
/ requesting a copy be sent tome I agree to keep this on file with the permit
✓ 5 Designer Certifications, Please select one
LJ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed or
121/ The project has not yet been built
3 One hard copy and one electronic copy of recorded documents required by the onginal permit that have
not yet been received by DEMLR, including deed restrictions, protective covenants,
condominium/planned community declaration and easements If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date
v 4
N -9 6 [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit
J7 [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC) Provide
one hard copy and one electronic copy of documentabon from the NC Secretary of State, or other
official documentation, which supports the b0es and positions held by the persons listed in Section
C 2 per 15A NCAC 2H 1043(3)(b)
https //www sosnc gov/online services/search/by title/ Business Registration
rr-
t>=%Lp=0 %9 KZ'I
BAN 2 8 2022
BY
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
v`AC'K C rvt2jtSc.zc , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy 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 and approved plans I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper fortes to modify or transfer the penrid prior to any changes to the
project. SCMs, or ownership All rovided on this permit renewal application is, to the best of my
knowledge, correct a#TdbTp;e- R`M`/)
NOTARIZATION
I, 1 (71� AY-Dy I C/i byl A M-U m/ a Notary Public for the State of
Nl o it 4VA LaYW 1 nck , Countyof t� GUI HCI ny&i , do hereby certify
that J in c K
this the Z 1'4
day of
execution of the forgoing instrument Wdness my hand and official seal,
(Notary Seal)
Notary Signatur, ✓ / Y/ {
My commission expires
personally appeared before me
20 Z,�_, and acknowledge the due
NpTARV �(
MY
COMMISSION EXPIRES
6-1 - 23-ZozZ
2 PUBLXC ,,a
JAId 2 8 2022
BY _
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

SUPPLEMENT-EZ FORM COVER PAGE
Please indicate the types quantities and locations of SCMs that will be used on this project
Quantity
Location(s)
Infltrahon System
� <
Bioretention Cell
Wet Pond
3
In common areas
Stormwater Wetland
Permeable Pavement
rs
Sand Filter
Rainwater Harvesting
Green Roof
a _
Level Spreader Filter Strip
_
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project
Name and Title
Phillip G Tripp P E '
Organization
Tripp Engineering
Street address
419 Chestnut Street
City State Zip
Wilmington NC 28401
Phone number(s)
910-763 5100
Email
office@trippengineenng com
Designer
1%11 1114".
CA� (N R
SEAL t
ro : 17374 l
a
'� �'FNGINE:P,••''t�:
Z- Zo- 19
Applicant
NZEn,,m en
�41,
Project Name
The Reserve at Palmetto Creek
Address
1108 Palmetto Creek Way SE
City / Town
Bolivia
Company
KG Plaza LLC
Contact
Deans Hackney
Mailing Address
8620 River road
City State Zip
Wilmington NC 28412
Phone number(s)
910 520 6011
Email
buyhorizonhomes@gmail com
Certification Statement
I certify under penalty of law that this Supplement EZ form and all supporting
information were prepared under my direction or supervision
that the information provided in the form is to the best of my knowledge
and belief true accurate and complete and
that the engineering plans specifications operation and maintenance
agreements and other supporting information are consistent with
the information provided here
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board
Cover Page 1 2 51 PM 2/20/2019

08/Q /18 9
PGT
WET POND
The Reserve at
Palmetto Creek
Wet Pond Supplement
The Reserve at Palmetto Creek
16029
THEcDRAINAGE AREA
Drainage area number
1
Break down of BUA in the drainage area (both new and existing)
Total coastal wetlands area (sq ft)
000
Parking I driveway but ft)
sf
Total surface water area (sq ft)
000
Sidewalk (sq ft)
8656 if
Total drainage area (sq fit
371715 sf
Roof (sq ft)
181173 sf
BUA associated wth exishng development (sq fit
000 ;'` "
Roadway (sq ft)
47247 sf
Proposed new BUA (sq ft)
237076 sf
Other please specify in the comment box below (sq ft)
0 00
Percent BUA of drainage area
63 8% ,' _
Total BUA eq fl)
237076 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM '"�*, x e i 1 7'
Stormwater program(s) that apply (please specify)
IDesign rainfall depth (in)
1 5 in
Coastal
Minimum volume regmred (w ft)
28214 cl
Design volume o/ SCM (ce ft)
53637 cl
GENERAL MDC FROM 02H 1050
#1 Is the SCM sized to treat the SW from all surfaces at build out?
Yes
#7 If applicable wain the SCM be cleaned out after construction?
Yes
#2 Is the SCM located on or near contaminated soils'+
No
98 Does the mainetenance access comply with General MDC (8)?
Yes
#3 What are the side slopes of the SCM (H V)?
1
#9 Does the drainage easement comply with General MDC (9)?
Yes
#3 Does the SCM have retaining walls gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single famitylot does the plat complywith General MDC (10)?
#4 Afe the inlets outlets and receiving stream protected from erasion (10-year storm)?
Yes
#11 Is there an 08M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an 08M Plan that complies vnih General MDC (12)?
Yes
#6 What is the method for devastating the SCM for maintenance?
PUMP (preferred)
#13 Was the SCM designed by an NC licensed professional'
Yes
WET POND MDC FROM 02H 1053 - -
#1 Method used
SAIDA
#6 Width of the vegetated shelf (feet)
6 It
#1 Surface area of the main permanent pool (square feet)
55307 sf
#6 Location of vegetated shelf
Normal Pool
#1 Volume of the main permanent pool (cubic feet)
146930 cf
06 Elevation of top of shelf (fmsl)
38 ft
#2 Average depth of the main pool (feet)
3111
#6 Elevation of bottom of shelf (fms8
36 If
#2 Was the vegetated shelf included in the calculation of average depth,
No
#6 Slope of vegetated shelf (H V)
'3 1
#2 Elevation of the bottom of the permanent pool (fms0
37 It
#7 Diameter of drawdown onfice (inches)
2 5 in
#2 Elevation of the top of the permanent pool (fmsl)
37 ft
#7 Dravdown time for the temporary pool (hours)
828
#2 Elevation of the top of the temporary pool Tr sl)
38 If
#7 Does the onfice drawdown from below the top surface of the permanent pooh
Yes
#3 Depth provided for sediment storage (inches)
12 in
#8 Does the pond minimize impacts to the receiving channel from the 1 yr 24 hr storm?
Yes
#4 Are the inlet(s) and outlet located in a manner that avoids shod circuiting?
Ves
#9 Are fountains Proposed?
No
#4 Describe any measures such as berms or battles that will be taken to improve the Bow path
#9 If yes is documenlation provided per Wet Pond MDC (9)?
Grassed forebay weir
#10 Is a trash rack or other device provided to protect the outet system?
Yes
#5 Volume of the forebay (cubic feet)
31365
#11 Are the dam and embankment planted in non dumping turf grass?
Yes
#5 Is this 15Q0 % of the volume in the main pool'
Yes
#11 Species of turf that will be used on the dam and embankment
centipede
#5 Depth of forebay at entrance (inches) 17J
72 in
#11 Describe the planting plan for the vegetated shelf
#5 Depth of forebay at exit (inches)
72 m
(652) 4 pot scadel rose mallow (652) 4 pot toe pye weed and (652) 4 pot swamp milkweed
t
#5 Does water Bow out of the forebay in a non erosiv4
mannerM
Yes
#5 Clean out depth for forebay (inches) I
W d
12 m
5 Will the forebay be cleaned out when the depth is reduced
tB4As th above?
Yes
ADDITIONAL INFORMATION
m= -
Please use this space to provide any additional informdtion
abo is w p nd that you think is relevant to the review
Emsting pond has 3 1 side slopes including the vegetated shel
Wet Pond 1 2 54 PM 2/20/2019

08/p'/18 .�
PET
WET POND
The Reserve at
Palmetto Creek
Wet Pond Supplement
The Reserve at PalmeMn Creak
16029
THE DRAINAGE AREA' p
Drainage area number
2
Break down of BUA in the drainage area (both new and existing)
Total coastal wetlands area (sq ft)
000
Parking / dnveway (sq ft)
sf
Total surface water area (sq ft)
000
Sidewalk (sq ft)
19243 sf
Total drainage area (sq ft)
689745 sf r
Roof (sq ft)
219560 sf
BUA associated with existing development (sq ft)
000 ` ` '°'{"1
Roadway (sq ft)
75721 sf '
Proposed new BUA (sq ft)
320310 sf
Other please specify in the comment box below (sq /t)
000
Percent BDA of drainage area
46 4% .,
Total BUA (sq R)
320310 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM G,'.
Stormwaler programs) that apply (please specify)
IDesign rainfall depth (in) ----^
Coastal
r �
' 4
Minimum volume regwretl (cif ft)
40346 cf
Design volume of SCM (w fl)
60320 cf
GENERAL MDC FROM 02H 1050 .''"' `_ _ ' `�7X' *`a�
,�^s�� �r�. F.*z �e
#1 Is the SCM sized to treat the SW from all surfaces at bwitl 0.0
Yes
#7 If applicable oath the SCM be cleaned out after construction?
Yes
#2 Is the SCM located on or near contaminated soils?
No
#8 Does the mametenance access comply with General MDC (8)?
Yes
#3 What are the sitle slopes of the SCM (H V)?
31
#9 Does the drainage easement comply with General MDC (9)7
Yes
#3 Does the SCM have retaining walls gablon walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot does the plat comply with General MDC (tO)?
#4 Are the inlets outlets and receiving stream protected from erasion (10-year storm)?
Yes
#11 Is there an 08M Agreement that complies wth General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes "
#12 Is there an 08M Plan that complies wth General MDC (12)7
Yes
#6 What is the method for dewatenng the SCM for maintenance?
Pump (preferred)
#13 Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROM 02H 1053-
#1 Method used
SA/DA
#6 Width of the vegetated shelf (feel)
6 It
#1 Surface area of the mom permanent pool (square feet)
48370 sf
#6 Location of vegetated shelf
W Nomlal Pool
#1 Volume of the main permanent pool (cubic feet)
238487 cf
#6 Elevation of top of shelf ffmsl)
31 ft
#2 Average depth of the main pool (feet)
5 It
#6 Elevation of bottom of shelf (fmsl)
29111
#2 Was the vegetated shelf included in the calculation of average depth?
No _
#6 Slope of vegetated shelf (H V)
3 1
#2 Elevation of the bottom of the permanent pool (finish
30 ft
#7 Diameter of drawdown oMce (inches)
3 0 in
#2 Elevation of the lop of the permanent pool (fmsh
30It
#7 Drawdown time for the temporary pool (hours)
821
#2 Elevation of the tap of the temporary pool (fmsl)
31 f
#7 Does the onflce drawdown from below the top surface of the permanent pool?
Yes
#3 Depth provided for sediment storage (inches)
12 in
#8 Does the pond minimize impacts to the receiving channel from the 1 yr 24 hr stone?
Yes
#4 Are the inlet(s) and outlet located in a manner that avoids short circwting?
Yes
#9 Are fountains proposed?
No
#4 Describe any measures such as bemis or baffles that will be taken to Improve the flow path
99 If yes is documentation provided per Wet Pond MDC (9)?
#10 Is a trash rack or other device provided to protect the outlet system?
Yes
#5 Volume of the forebay (cubic feet)
59392
#11 Are the dam and embankment planted in non clumping turf grass?
Yes
#5 Is this 15-20 % of the volume in the main pool? _
Yes
#11 Species of turf that.11 be used on the dam and embankment
centipede
#5 Depth of forebay, at entrance (inches) W `
84 m
#11 Describe the planting plan for the vegetated shelf
5 Depth of forebay at exit (inches)
g4 in
4 pat scarlet rose mallow (341) 4 pot toe pye weed and (347) 4 pot swamp milkweed#5
I`
$ t
M
Does water flow out of the forebay in a non erosive manners
Yes
#5 Clean -out depth for forebay (inches) W
12 in
#5 Will the forebay be cleaned out when the depth is reduced to less than the abov6'>J
Yes
ADDITIONAL INFORMATION�-
Please use this space to provide any additional information about this wet pond that hank c levant to the review
Existing pond has 3 1 side slopes including the vegetated shelf a CEO
ss r
l�
Wet Pond 2 2 51 PM 2/20/2019

08/L—/I8
PGT
WET POND
The Reserve at
Palmetto Creek
Wet Pond Supplement
16029
The Reserve at Palmetto Creek
THE DRAINAGE AREA - 1 - _ 3
Drainage area number
3
Break down of BUA in the drainage area (both new and existing)
Total coastal wetlands area (sq h)
0 00
Parlung / dnvewey (sq ft)
sf
Total surface water area (sq ft)
000
Sidewalk (sq ft)
4030 sf
Total drainage area lag ft)
460070 of _
Roof lag ft)
140000 s7
BUA associated with existing development leg ft)
000
Roadway (sq ft)
37282 sf
Proposed new BUA (sq fl)
181312 sf
Other please specify in the comment box below (sq ft)
000
Percent BUA of drainage area
Total BUA eq ft)
181312 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
}Design
Stormwater program(s) that apply (please specity)
rainfall depth (in)
1 5 in
Coastal a
Winnum volume required (cu ft)
23273 ci
Design volume of SCM (cu ft)
32581 ct
GENERAL MDC FROM 02H 1050-
#1 Is the SCM sized to treat the SIN from all surfaces at build out?
Yes
07 If applicable win the SCM be cleaned out after censlmction,
Yes
02 Is the SCM located on or near contaminated soils'
No
#8 Does the mametenance access comply with General MDC (8),
Yes
#3 What are the side slopes of the SCM (H V),
31
#9 Does the drainage easement comply with General MDC (9),
Yes
#3 Does the SCM have retaining walls gabhon walls or other engineered side stages?
No
#10 If the SCM is on a single family lot does the plat comply wth General MDC (tO)?
#4 Are the mlets outlets and receiving stream protected frem erosion (10-year storm)?
Yes
#11 Is there an 08M Agreement that complies wth General MDC (11p
Ves
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an 08M Plan that complies with General MDC (12p
Yes
#6 What Is the method for dewatenng the SCM for maintenance,
Pump (preferred)
#13 Was the SCM designed by an NC licensed professional
Yes
WET POND MDC FROM 02H 1053 _
#1 Method used
SAIDA
#6 Width of the vegetated shelf (feet)
6 fl
#1 Surface area of the main permanent pool (square feet)
12211 sf
#6 Location of vegetated shelf
(lit Normal Pool
#1 Volume of the main permanent pool (cubic feet)
27471 d
#6 Elevation of top of shelf (fmsl)
23 ft
#2 Average depth of the main pool (feel)
3 #
#6 Elevation of bottom of shelf Trust)
21 It
#2 Was the vegetated shelf induced in the calculation of average depth'
No
#5 Slope of vegetated shelf (H V)
31
#2 Elevation of the bottom of the permanent pool (fmsl)
22 If
#7 Diameter of drdwdown on6ce (inches)
2 0In
#2 Elevation of the lop of the permanent pool (fmsl)
221
#7 Drawdown time for the temporary pool (hours)
754
#2 Elevation of the lop of the temporary pool (fmsp
23 R
#7 Does the oMce drawdown from below the top surface of the permanent pooh
Yes
3 Depth provided for sediment storage (Inches)
12 In
#8 Does the pond minimize Impacts to the receiving channel from the t yr 24hr storm,
Yes
#4 Are the mails) and outlet located in a manner that avoids short circuding,
Yes
#9 Are fountains proposed,
No
#4 Describe any measures such as berms or bales that well be taken to improve the #ovi p,­fh ,
99 If yes Is documentation provided per Wet Pond MDC (9),
#10 Is a trash rack or other device provided to protect the outlet system?
Yes
#5 Volume of the forebay (cubic feet) II
l 10
#11 Are the dam and embankment planted In non dumping turf grass'
Yes
#5 Is this 15�20% of the volume in the main pool
as
#11 Species of turf that will be used on the dam and embankment
centipede
#5 Depth of forebay at entrance (Inches)
60 m
#11 Describe the planting plan for the vegetated shelf
#5 Depth of forebay at exit (inches)
ri
(286) 4 pot scadet mse mallow (286) 4 pot toe pye weed and (286) 4 pot swamp milkweed
`
#5 Does water flow out of the forebay in a non erosive manner,
IJ Y
#5 Clean -out depth for forebay(Inches) I
#5 Will the forebay be cleaned out when the depth a reduced to less than the above, 1
@a
ADDITIONAL INFORMATION
-
Please use this space to provide any additional information about this wet pond that you think is relevant to the review
Existing pond has 3 1 side slopes including the vegetated shelf
r
Wet Pond S
2 51 PM 2/20/2019

State Stormwater Management Systems
Permit No SW8 051045
The Reserve at Palmetto Creek
Stormwater Permit No SW8 051045
Brunswick Countv
Designer's Certification
Page 1 of 2
I, :Se7f Rr<Y ) c740FT-- , as a duly registered ?aoF&r wft in
the State of North Carolina, having been authorized to observe (p2nodically/weekly/full
time) the construction of the protect,
P�� L"Wlc
(Protect)
for PA L, f07 so 6,¢erK LLC _(Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
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 are a part of this Certification
Noted deviations from approved plans and specifications
Signature v
Registration Number 88Sg
Date S — t ,:;L — I
fEC
D
01
LJUN 08E
t
Paoe 7 of 8

State Stormwater Management Systems
Permit No SW8 051045
Certification Requirements Page 2 of 2
'5_p1 The drainage area to the system contains approximately the permitted
acreage
5W2
The drainage area to the system contains no more than the permitted
amount of built -upon area
SBP3
All the built -upon area associated with the protect is graded such that the
runoff drains to the system
5 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
-n E6
The outlet structure is located per the approved plans
P 7
Trash rack is provided on the outlet/bypass structure
` T3? 8
All slopes are grassed with permanent vegetation
SB 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
JBP11
The permitted amounts of surface area and/or volume have been
provided
_ 3 12
Required drawdown devices are correctly sized per the approved plans
--s6 13
All required design depths are provided
--58e14
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter
3 g 15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
RECEIVED
JUN 0 9 2011
BY
Pane 8 of 8

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H 1000 and S L 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility
I, Jack J Carlisle , acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot
1 The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 051045 , as issued by the Division of Energy, Mineral and
Land Resources 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 Energy, Mineral and Land Resources
5 Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources
6 The maximum allowable built -upon area per lot is See Attachment A square feet This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools
7 Each lot will maintain a 30** foot wide vegetated buffer between all Impervious areas and surface
waters
**50 foot for projects located in the 20 coastal counties
8 All runoff from the built -upon areas on the lot must drain into the permitted system This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system Lots that will naturally drain Into the system are
not required to proy4e theWe adfteiflal measures
State of
do hereby certify that
before me this the :;�;20 day of
i-�0 /9
ale- , a Notary Public in the
County of c,�, r�A-afr­j
_personally appeared
20M, and aclFW
the due execution of the foregoing instrument Witness my hand and official seal, AUG 2
SEAL
BY-
-
MICHELLE E CARLISLE
-7 M NOTAFW PUBW
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12018
Form DRPC-3 Rev 2 05Nov2009 Page 1 of 1

TE 16029
Attachment A
The Reserve at Palmetto Creek
Brunswick County, NC
SW8 051045 Mod
Lot Numbers TYae Allowable Impervious
1 — 60 Single Family Homes 4,000 sf
1 - 86 Townhome Units 3,416 sf
AUG 2 12018
BY