SW8120801_CURRENT PERMIT_20210903

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 12 0 8 0 t
DOC TYPE
3J CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 l2 n 03
YYYYMMDD

ROY COOPER
Governor
ELiZABETH S BISER
Secretory
BRIAN WRENN
Director
September 3, 2021
Morton & Morton Properties, LLC
Arm Harold C Morton, Managing member
308 Country Club Boulevard
Jacksonville, NC 2854
NORTH CAROLINA
Emwnmental Quality
Subject Permit Renewal
State Stormwater Management Permit No SW8 120801
Morton Commercial Tract
Onslow County
Dear Mr Morton
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on September 1 2021 The Division is hereby notifying you that permit SW8 120801 has been
renewed on September 3, 2021, and shall be effective until August 7, 2028 For your records, please find enclosed a
renewed, updated, and re -issued permit and a copy of the renewal application Please keep this permit on file at all
tunes Please note that the renewed, updated, and re -issued pertnit does not impose new or different terms, it merely
restates some of the previous terms to provide you with a better understanding of your obligations under the permit
The renewal and rerssuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit The plans originally approved on August 7, 2012 and most
recently modified on October 30, 2019, will remain in full force and effect in accordance with the regulations set forth
in Title 15A NCAC 2H 1000
This permit is 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
restnctions, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the tight 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 OAR 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 corn Unless such demands are made this permit
shall be final and binding
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or ashleym smith@ncdenr gov
Sincerely,
C :R W
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment C — Permitting History
Renewal Application Documents
DES/ams OStormwater\Pemuts & Projects\2012\120801 H13\2021 09 permit 120801
cc John L Pierce & Associates P A P O Box 1685 Jacksonville NC 28541
NCDEQ-DEMLR Wilmington Regional Office
_E �� North Carolina Departmern of Environmental Quality I Drvmon of Energy Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
9107967215

State Stormwater Management Systems
Permit No SW8 120801
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
Morton & Morton Properties, LLC
Morton Commercial Tract
Gum Branch Road, Richlands, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond(s) in compliance with the provisions
of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively referred to as the
"stormwater rules') the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit
This permit shall be effective from the date of issuance until August 7, 2028, and shall be subject to
the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described in Section 1 7 on page 2 of this permit The stormwater control has been designed to
handle the runoff from 258.798 square feet of impervious area
3 Each of the lots are limited to a maximum amount of built -upon area as indicated in Section 19
of this permit and as indicated in the approved plans and specifications
4 Each commercial lot whose ownership is not retained by the permittee shall submit a separate
off -site stormwater permit application to the Division and receive approval prior to construction
Prior to the discharge of stormwater runoff from any lot into the approved stormwater system,
the permittee shall ensure that the owner of the commercial lot has obtained the separate off -
site stormwater management permit
5 A 50' wide vegetative buffer must be provided adjacent surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of both
sides of streams and rivers and the mean high water line of tidal waters
6 The tract will be limited to the amount of built -upon area indicated on page 3 of this permit and
per approved plans The built -upon area for the future on -site development is limited to
173,523 square feet
Page 1 of 6

State Stormwater Management Systems
Permit No SW8 120801
7 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
8 The runoff from all built -upon area within the permitted drainage area(s) of this protect must be
directed into the permitted stormwater control system
9 The following design criteria have been provided in the wet detention pond and must be
maintained at design condition
a Drainage Area, acres
Onsite, ft2
Offsite ft2
b Total Impervious Surfaces, ft2
Onsite, ft2
Present (streets), ft2
Future, ft2
Offsite Lot, ft2
c Design Storm, inches
d Average Pond Design Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume ft3
i Temporary Storage Elevation, FMSL
t Pre-dev 1 yr-24 hr discharge rate, cfs
k Controlling Onfice
I Orifice flowrate, cfs
m Permitted Forebay Volume, ft3
n Fountain Horsepower
o Receiving Stream/River Basin
p Stream Index Number
q Classification of Water Body
II SCHEDULE OF COMPLIANCE
9 53 ac (415,155 ft2)
326,032
89,123 (2 05 acre lot)
258,798
186,257
12,734
173,523
72,541 (on 2 05 acre lot)
15
45
90%
330
21,218
32,370
3435
022
2"0 pipe
007
19,615
1 /4
UT to New River / White Oak
19-(1)
"C,NSW'
1 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
2 During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
3 The permittee shall, at all times, provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition The signed and approved
Operation and Maintenance Agreement 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
p Access to the outlet structure must be available at all times
4 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
Page 2 of 6

State Stormwater Management Systems
Permit No SW8 120801
The final plats for the project must be recorded with the Office of the Register of Deeds prior to
the sale of lots
6 Recorded deed restrictions and protective covenants must be recorded with the Office of the
Register of Deeds, will be incorporated into this permit by reference, and include, at a
minimum, the following statements related to stormwater management
a The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 120801, as issued by the Division of Energy, Mineral
and Land Resources under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit
c These covenants are to run with the land and be binding on all persons and parties
claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division
e Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division
f The allotted built -upon area (BUA) includes any BUA 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 has the same meaning as G S 143-214 7, as amended
g All runoff from the built -upon areas on the lot must drain into the permitted system This
may be accomplished through providing roof drain gutters, which drain to the pond or
street, grading the lot to drain toward the street or directly into the pond, or grading
perimeter swales and directing them into the pond or street
h Built -upon area in excess of the permitted amount will require a permit modification to
ensure compliance with the permit and stormwater rules
I A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures,
from the top of bank of each side of streams or rivers, and from the mean high waterline of
tidal waters, perpendicular to the shoreline
j 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
k 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 and receive a permit prior to any construction on the lot
7 For the entire project, the deed restrictions and protective covenants of this permit must be
recorded with the Office of the Register of Deeds prior to the sale of Individual lots or groups of
lots
8 For each lot, the permittee shall record deed restrictions and protective covenants prior to the
Issuance of a certificate of occupancy to ensure the permit conditions and the approved plans
and specifications are maintained In perpetuity
9 The maximum built -upon area assigned to each lot via this permit and the recorded deed
restrictions and protective covenants may not be Increased or decreased by either the
Individual lot owner or the permittee unless and until the permittee notifies the Division and
obtains written approval from the Division
10 The permittee Is responsible for verifying that the proposed built -upon area on each Individual
lot and for the entire project does not exceed the maximum amount allowed by this permit
The permittee shall routinely monitor the lots for compliance with permit the approved plans
and specifications, and the recorded deed restrictions and protective covenants The permittee
shall notify any lot owner that Is found to be In noncompliance with the conditions of this permit
In writing, and shall require timely resolution
Page 3 of 6

State Stormwater Management Systems
Permit No SW8 120801
11 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
12 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
13 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 this pond is 1/4 horsepower
14 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
15 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
16 Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times
17 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
18 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
19 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 Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer Records of maintenance activities
performed to date may be requested
Page 4 of 6

State Stormwater Management Systems
Permit No SW8 120801
20 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 including
the stormwater control measures, built -upon area, details, etc
b Redesign or addition to the approved amount of built -upon area or to the drainage
area
c Further development subdivision, acquisition lease or sale of any, all or part of the
project area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan
e The construction of any allocated future BUA
f 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
g Other modifications as determined by the Director
III GENERAL CONDITIONS
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
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
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
Permit Transfer This permit is not transferable to any person or entity except after notice to
and approval by the Director The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events
a The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants,
b The assignment or conveyance of declarant rights to another individual or entity,
c The sale or conveyance of the common areas to a Homeowners or Property Owner's
Association, subject to the requirements of NCGS 143-214 7(c2),
d Dissolution of the partnership, corporate, or LLC entity subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
e Bankruptcy,
f Foreclosure, subject to the requirements of Session Law 2013-121,
Page 5 of 6

State Stormwater Management Systems
Permit No SW8 120801
Current Permittee Name or Address Changes The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes
A name change of the current permittee,
A name change of the protect,
A mailing address change of the permittee,
The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request Neither the sale of the protect, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit
The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted protect
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 permit conditions
9 Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this protect are incorporated by reference and
are enforceable parts of the permit A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee
10 Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual
11 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
12 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)
Permit renewed, updated and reissued this the 3rd day of September 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ana Wrenzw,
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Morton Commercial Tract
Permit No SW8 120801
DateApproval
permit Action
RIMS
Description of the Changes
8/7/2012
Original
Approval
10
9/3/2019
Transfer
1 I
From Harold C Morton and
Kavi E Morton to Morton &
Morton Properties LLC
10/30/2019
Modification
1 2
Changing the permit to a
master permit with a 2 05 acre
outparcel with 72,541 square
feet of built -upon area
9/3/2021
Renewal
20

Perm it Number SW /;Lo
(to be provided by DWQ)
Drainage Area Number
Wet Detention Basin Operation and Maintenance AgreemPnIEC E g
JUN282019 ,
ii
I will keep a maintenance record on this BMP This maintenance record will be k vt in a
login 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 dram should be minirruzed 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 15 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 wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide lime and a
one-time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long
approximatelKsix inches
Form SW401-Wet Detention Basin O&M -Rev 4 Page 1 of 4

Permit Number S W S / ?-O �O1
(to be provided by DWQ)
Drama¢e Area Number
MUL
BMP element
Potential problem
How I will remedrate the r pl rr
The inlet device pipe or
The pipe is clogged
Unclog the pipe Dispo ofthe4
swale
sediment off -site
The pipe is cracked or
Replace the pipe BY
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 rrprap 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 basm surface
2019 t
Form SW401-Wet Detention Basin O&M -Rev 4 Page 2 of 4

Permit Number 'TLbg-
(to be provided by D�WQj
Drainage Area Number JUN 2 8 2019
' Y
BMP element
Potential problem
How I will remediate the prob
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 9 0 feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads 10 0 feet in the forebay, the sediment
shall be removed
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 33 00
Sediment Removal 23 00 Pe anen Pool
----------------- Volume Sediment RemovalElevauon 24 00 Volume
Bottom Elevatio 200 ft Min oo' ---- --
Sediment Bottom Elevation 23 00 1-ft n
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M -Rev 4 Page 3 of 4

Permit Number 3 bog
(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
problems with the system or prior to any changes to the system or responsible pa:
Project name
BMP drainage area number
Print name Harold C Morton,
Title Manaizing Member
Address 300 Country Club Blvd, Jacksonville, NC 28540
Phone
Signature
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
INOVI Vl l-Am It YU,1 County of uYL< 1(,)w , do hereby certify that
QXMIJ 90 (Inpersonally appeared before me this
day of ,OT 9 1 and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and official
seal,
```��vP,�NER t Sry yp i�i
`z NOTARY z
d
PUBLIC
gZ 2c/1111111110
SEAL
v
My commission expires
-P I
JUN 2 8 2019
Form SW401-Wet Detention Basin O&M -Rev 4 Page 4 of 4

Permit Number JAI91�1 O 0
(to he 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 m 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 dram should be minimized to the
maximum extent practical
- Once a year, a dam safety expert should mspect 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 15 inches if in a
Coastal County) Records of operation and mamtenance 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 wet
detention basin
Areas of bare sod and/or
erosive gullies have formed
Regrade the sod if necessary to
remove the gully, and then plant a
ground cover and water until it is
established Provide hme and a
one-time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long
approximately six inches
Form SW40I-Wet Detention Basin O&M -Rev 4
F
VE
D Z011
Page 1 of 4

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
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 if 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
CEIVED
Form SW401-Wet Detention Basin O&M -Rev 4 AUG 0 J ZO1Z Page 2 of 4
BY__

Permit Number
(to be providcd by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remedrate the problem
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 9 0 feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads 10 0 feet in the forebay, the sediment
shall be removed
Sediment Removal
Bottom
23 00 I 1
-----------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
t-ft Min
Sediment
Storage
Permanent Pool Elevation 33 00
Sediment Removal Elevation 24 00 Volumi
------------------------ ------
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M -Rev 4
AUG 0 3 201Z Page of
D Y

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 Handy Mart - Morton Commercial Tract
BMP drainage area number 1 and only
Print name Harold C Morton - Kavi E Morton, Jr
Title Owners
Address 199 Country Club Blvd
Phon
SignE
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
a Notary Public for the State of
County of do hereby certify that
�-
personally appeared before me this
day of Q V? ,and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and official
seal,
BULLp�%,
�pTAR}
v
=��
C OBE
SEAL
My commission expires e"Q i ol)-6/J
Form SW401-Wet Detention Basin O&M -Rev 4
it ECEIVED
AUG 0 3 2012
BY
Page 4 of 4

OtMLK OSt ONLY -
Date Re ei ed
Fee Paid
Permit Number
1111,2-1
14 MD SGLS=1
SSW g I --2G96 (
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3)the current permit holder shall renew their high density permit 180 days
pnor to its expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Sechon 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number SW8 120801
2 Project name Morton Commercial Tract
3 Project street address NCSR 1308 (Gum Branch Road) (u, NCSR 1316 (Rhodestown Road)
City Richlands Township County Onslow
ZIP 28540
4 What, if any, changes have been made to the project as permitted? None
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 hftps //deg nc gov/about/divisions/energv-
mi neral-land-resources/energy-minera I-land-rules/stormwater-program/post-construction
B PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at https //deq nc gov/about/divisions/energv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holders Company Name/Organization Morton & Morton Properties, LLC
2 Signing Official's Name Harold C Morton
3 Signing Officials Title Managing Member
4 Mailing Address 308 Country Club Boulevard
City Jacksonville State NC ZIP
28540
5 Street Address 308 Country Club Boulevard
City Jacksonville State NC ZIP
6 Phone [phone] Email info(a)golfatrockcreek com
Sty 2021
Stormwater Permit Renewal Form Page 1 of 3 BY May 11 2018

e
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/ORW) 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
HCM 1 A permit application processing fee of $505 00 payable to NCDEQ
HCM 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 permittee 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 authorizing the
signature of another entity
n/a 3 One hard copy and one electronic copy of recorded documents required by the original 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
HCM 4 O&M Agreements, Please select one
® 1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit, or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me I agree to keep this on file with the permit
HCM 5 Designer Certifications, Please select one
® 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
❑ The project has not yet been built
HCM 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
HCM 7 [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC) Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C 2 per 15A NCAC 2H 1043(3)(b)
httos //www sosnc oov/online services/search/bv title/ Business Registration
SEP 01 2021 1 �
BY_
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
I, 462m Id t` Marki% , 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 forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership All information provided on this permit renewal application is to the best of my
knowledge, correct and complete
Signature 7.4 � �! Date
NOT
County of
that
a Notary Public for the State of
do hereby certify
personally appeared before me
this the r%ctk day of AGfqu_il 20 a/ , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal
(Notary Seal)
III
NotarySignature 0�� ) ` %K t tBO�(p'�i,�
/a/�J2� r' c� �s
My commission expires mTA �pRy
• 2 plJ6l.�G 2
sr
°wrCOO?,•�•
�aAeCr rr �_�
SEP 01 2021
BY_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

Permit No
SG�B112o&o1
(to be prowled by DWD)
t{
AT
o�pp W A TF9OG
y y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Required
Items Checklist (Pad 111) must be printed filled out and submitted along with all of the required information
I PROJECT INFORMATION
Protect name
Handy Mad Morton Commercial Tract
Contact person
David K Newsom PE
Phone number
910.325 0006
Date
721/2012
Drainage area number
1
II DESIGN INFORMATION
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
15 runoff volume
Pre -development) yr 24 hr runoff
Post -development 1 yr 24 hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1 yr 24 hr rainfall depth
Rational C pre -development
Rational C post -development
Rainfall intensity 1 yr 24 hr storm
Pre development 1 yr 24 hr peak flow,
Post -development 1 yr 24 hr peak flow
Pre/Post 1 yr 24 hr peak flow, control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx at the perm pool elevabon)
Top of 10ff vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment deanout top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state required temp pool?
Elevabon of the top of the additional volume
Form SW401 Wet Detention Basin Rev 8 9/17109
415 155 ft2
258 798 e
6234 %
15m
31 709 h3 OK
32 370 fits
OK volume provided is equal to or In excess of volume required
ff'
ff'
to
ff3
ffa
N (Y or N)
37m
015 (unidess)
062 (unifless)
0151nthr OK
022 rya/sac
090 8alsec
068 Bs/sec
3435 fmsl
3300 fmsl
3350 final
3350 hnsl
3250 hnsl Data not needed for calculabon option #1 but OK if provided
2400 hnsl
2300 hnsl Data not needed for calculation option #1 but OK if provided
100 If
N (Y or N)
fmsl
It;c.Fc���VFD
AUG 0 3 2U12
J31
Parts I S II Design Summary Page 1 of 2

Permit No
(to be proviled by DWQ)
II DESIGN INFORMATION
Surface Areas
Area temporary pool
Area REQUIRED permanent pool
SA/DA ratio
Area PROVIDED permanent pool A._,d
Area bottom of 1011 vegetated shelf A,,,I,y,
Area sediment cleanout top elevation (bottom of pond) Ab,,�
Volumes
Volume temporary pool
Volume permanent pool V.,,,
Volume forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Usedv
SAIDA ratio
Average depth (used in SAIDA table)
Calculation option 1 used? (See Figure 10 2b)
Volume permanent pool V� _w,
Area provided permanent pool Ar,, _p,
Average depth calculated
Average depth used in SAIDA d„ (Round to nearest 0 5ft)
Calculation option 2 used? (See Figure 10 2b)
Area provided permanent pool APo,,,
Area bottom of 10ft vegetated shelf Aw_y„ n
Area sediment cleanout top elevation (bottom of pond) A,,.
Depth (distance b/w bottom of 1Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA d„ (Round to nearest 0 511)
Drawdown Calculations
D2wdown through onfice?
Diameter of onfice (d circular)
Area of onfice (if non -circular)
Coefficient of discharge (Cu)
Driving head (Ha)
D2wdown through weirs
Weir type
Coefficient of discharge IQ
Length of weir (L)
Dining head (H)
Pre -development 1 yr 24 hr peak flow
Post -development 1 yr 24 hr peak flow
Storage volume discharge rate (through discharge onfice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 onfice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate bmldcuP
Drain mechanism for maintenance or emergencies is
Faen SW401 Wet Detention Besm-Rev 8-9117r09
26 737 ft
21 105 ft3
58 (unless)
212918 ft° OK
14 368 ft
987 R`
32370 ft3 OK
92 872 113
19615 113
211% % OK
90 %
Y (Y or N)
N (Y or N)
508 (unldess)
Y (Y or N)
92 872 ft°
21 218 ft`
438If OK
44 It OK
N (Y or N)
21 218 W
14 368 ftr
987 fit'
8 50 It
438 If
44If
Y (Y or N)
200 In
m2
060 (unless)
046 If
(Y or N)
(unidess)
(unless)
_ft
It
0 22 ft3/sec
0 07 ft3/sec
0 07 ft3/sec
250 days
OK
OK
OK draws down in 2 5 days
3 1
OK
10 1
OK
100If
OK
5 1
OK
55 1
OK
Y (Y or N)
OK
1+ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
RECEIV
AUG 0 v Z01Z
BY
Paris I a II 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
Page/ Plan
Initials
Sheet No
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
- Boundaries of drainage easement
p��
1
(
1
2 Partial plan (1" = 30' or larger) and details for the wet detention basin shoving
- 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
f
- Fitter strip
3 Section view of the wet detention basin (1" = 20' or larger) shoving
- Side slopes, 31 or lower
- Pretreatment and treatment areas and
- Inlet and outlet structures
�P
4
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 construcbon sequence that shows how the wet detention basin well be protected from sediment until the
entire drainage area is stabilized
7 The supporting calculations
8 A copy of the signed and notarized operation and maintenance (O&M) agreement
U�JU
9 A copy of the deed restrictions (if required)
p/
U
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
P l'. CF3VED
AUG 0 2012
Form SW401 Wet Detention Basin
Rev 8 9/17/09 1 PartIII Required Items Checklist Page 1 of l

14
State Stormwater Management Systems
Permit No SW8 120801
"Morton Commercial Tract
Stormwater Permit No SW8 120801
Onslow County
Designer's Certification
I, { as a duly registered -he State
of orth Carolina, having been authorized to observe (periodica ly/ weekly/ full time) the
construction of the project,
for (r tect 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
Signs
Regis
Date
r
�EIVE
0 i 15 N7-0
BY
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 120801
Certification Requirements
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
P6114
All roof drains are located such that the runoff is directed into the system
R-1—V5
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
v
All slopes are grassed with permanent vegetation &q a 01/267Zj-j
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
,174V11
The permitted amounts of surface area and/or volume have been provided
PW12
Required drawdown devices are correctly sized and located per the approved
plans
Qv3
All required design depths are provided
�V14
All required parts of the system are provided, such as a vegetated shelf, and a
forebay
5 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 NCDEQ-DEMLR Regional Office
Onslow County Building Inspections
ECEUVE�
tie 19 q 2020 t�
BY
Page 7 of 7

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H 1000 and S L 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial 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
We, Harold C Morton — Kavi E Morton, Jr, acknowledge, affirm and agree by our signatures below,
that we will cause the following deed restrictions and covenants to be recorded prior to the sale of any
lot within the project known as Handy Mart - Morton Commercial Tract
1 The following covenants are mt�de to ensure ongoing compliance with State Stormwater
Management Permit Number) X_'�OS19 , as Issued by the Division of Water Quality
under the Stormwater Management Regulations
2 The State of North Carolina rs made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is 258.798 square feet
*Note If the BUA per lot vanes, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot
The maximum built -upon area per lot, in square feet, is as listed below
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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, back, stone, slate,
coquina and parting areas, but does not include raised, open wood decking, or the water
surface of swimming pools
7 All runoff from the built -upon areas on the lot must dram into the permitted system This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system Lots that will naturally
drain into the system are not required to provide these additional measures
8 The owner of each lot, whose ownership is not retained by the permrttee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
poor to construction
9 The project and 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 77� T 7�
V EiJ
AU6 0 J 2012
Form DRPC-1 Rev 2 05Nov2009 Page I of 2 � ,Y

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
1 AIN.. �r
State of G
do hereby certify that ®1 i/,1 t7�/�C % ////l�&
before me this the day of —42
the ¢qe executign-o( the foregoing instrument
a Notary Public in the
9AL ersonally appeared
20 )� , and acknowledge
my hand and official seal,
SEAL
Signature j o"0 I'll I
gUL(
My Commission expires �& o2W) —AR} '�
RECEIVED
Form DRPC-1 Rev 2 05Nov2009 Page 2 of 2 AUG 0 a' 2012
BY _____