SW8051128_CURRENT PERMIT_20220725

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 051122
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o 22 o-12-5
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
July 25`s, 2022
St. James Development Co., LLC
Attn: John Atkinson, Manager
PO Box 10879
Southport, NC 28461
NORTH CAROLINA
EnArorunental Quaftty
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 051128
St. James Plantation — Bancroft Forest
Brunswick County
Dear Mr. Atkinson:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on July 19', 2022. The Division is hereby notifying you that permit SW8 051 128 has been
renewed, updated, and re -issued on July 25'h, 2022, as attached. 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 September 6'", 2029 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 OA14 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.
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan MCPeake in the Wilmington Regional Office, at [phone] or
[e-mail].
Sincerely,
5�; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/DM: %Siormwater\Permits & Projects\2005\051128 HD\2022 07 permit 051128
cc: Tim Clinkscales, PE; Paramounte Engineering, Inc., 122 Cinema Drive; Wilmington, NC 28403
Wilmington Regional Office Stonnwater File
D_E�,� North Carolina Department of Environmental I Division Q
,/ Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
Nommra.a•+.� / 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 051128
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws. Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
St. James Development Co., LLC.
St. James Plantation — Bancroft Forest
Neighborhood inside St. James Plantation, Southport, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond and an infiltration basin in
compliance with the provisions of 15A NCAC 2H .1000 (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 September 61', 2029 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
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 1.5 of this permit. The subdivision is permitted for 59 lots, each
allowed a maximum of 6,000 square feet of built -upon area.
Page 1 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
4. The tract will be limited to a maximum of 439,422 square feet of built -upon area. The wet
pond designated as Pond #1 and the infiltration basin have been designed to treat the
runoff from 277,814 and 161,608 square feet of Built -Upon Area, respectively.
5. The following design elements have been permitted for this stormwater treatment
system which utilizes a wet detention pond stormwater and an infiltration basin and must
be provided in the system at all times.
Wet Detention Pond
Pond #1
a.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2
18.36
799,762
N/A
b.
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite ft2
277,814
277,814
N/A
c.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
7.5
e.
TSS removal efficiency:
90%
f.
I Permanent Pool Elevation, FMSL:
28
q.
Permanent Pool Surface Area, ft2:
76.730
h.
Permitted Storage Volume, ft:
40,382
i.
Temporary Storage Elevation, FMSL:
27.49
Pre-dev. 1 r-24 hr. discharge rate, cfs:
N/A
k.
Controlling Orifice, in:
3
I.
Orifice flowrate, cfs:
0.1
m.
Permitted Forebay Volume, ft3:
108,775
n.
j Fountain Horsepower
3
o.
Receiving Stream/River Basin:
Beaverdam Creek / Cape Fear
p.
Stream Index Number:
18-88-9-1- 0.5
q.
Classification of Water Bod
SC;SW,HQW
Page 2 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
Infiltration Basin
Infiltration Basin #1
a.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2
10.07
438,649
0
b.
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2
161,608
161,608
0
c.
Design Storm, inches:
1.5
Basin Dept , feet:
5
e.
Bottom Elevation, FMSL:
24
f.
Permitted Surface Area Bottom, ft2:
20,323
pi.d.
Permitted Storage Volume, ft3:
76,359
h.
Storaqe/Bypass Elevation, FMSL:
24.98
Type of Soil:
Wando Fine Sand
Expected Infiltration Rate, in/hr:
6.9
k.
I Time to Draw Down, hours:
5.8
I.
Receivin Stream/River Basin:
Beaverdam Creek / Cape Fear
m.
Stream Index Number:
18-88-9-1- 0.5
n.
Classification of Water Body
SC;SW;HQW
II. SCHEDULE OF COMPLIANCE
The permittee is responsible for verifying that the proposed built -upon area for the entire
lot does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the built -upon area may not be revised without approval from the Division of
Energy, Mineral and Land Resources, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
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. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
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 3 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at the 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 re -vegetation 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.
10. 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 051128, 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 State of North Carolina, Division of Energy,
Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Energy, Mineral and Land Resources.
f. The maximum built -upon area per lot is 6,000 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and directing
them into the pond or street. Lots that will naturally drain into the system are not
required to provide these measures.
In. Built -upon area in excess of the permitted amount will require a permit
modification.
11. 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 4 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
12. 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.
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 3 horsepower.
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
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
including 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
project 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
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.
Page 5 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
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.
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 project 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.
a. 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;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. 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);
b. 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 project 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.
5. 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
project.
Page 6 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
C. 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.
d. 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
e. 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.
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 and reissued this the 251 day of July, 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C&L� VA
Brian Wrenn, DireCtor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
Attachment A
St. James Plantation — Bancroft Forest
Stormwater Permit No. SW8 051128
Brunswick County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

Post -Construction Stormwater Management
Permit No. SW8 051128
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
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 Building Inspections
Page 9 of 9

Attachment C - Permitting History
St. James Plantation - Bancroft Forest
Permit No. SW8 051128
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
3/3/2006
Original
Approval
10
9/6/2013
Modification
1.1
Bumped from Low -Density to
High -Density; Treated using 2
Wet Detention Ponds
5/20/2014
Modification
1.2
Traded out Wet Detention Pond
#2 for an Infiltration Basin
7/25/20221
Renewal
1 2.0
1 Expires 9/6/2029

Permit Number: SG�BU����z 8-
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basni.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be ntitumized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately. r�'E0E-:gI f.---'�
A
BMP element:
Potentialproblem:
How I will remediate the ro @
The entire BMP
Trash/debris is present.
Remove the trash debris.
11
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessny tom_
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.
approximately six inches.
5 2014 bij;
Form SW.401-Wet Detention Basin O&M-Rev3 +riti­i i; : n ..,';Page'I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMI' element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BM P.
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.
=r.�B�'�
MAY 0 5 2014
Porin SW401-Wet Detention Basin O&M -Rev. ,:ria BY:ge_2_o�4_ r

Permit N
(to be provided by DWQ)
Drainage Area Number:
BMI' element:
Potentialproblem:
Flow 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 10.0 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
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 27.00
I7_10 1 Pe maven Pool
----------- Volume Sediment Removal Elevation 1700 Volume
16.00 -ft Min.------------------------------------------I-----
----------------------------------------- -----
Sediment Bonom Elevation 16.00 I-ft n
Storage Sedimei
Storage
FOREBAY MAIN POND
ECEEOV'i
�1
MAY 0 5 201a
BY. —
Form SW401 -Wet Detention Basin O&M-Rev.3 i`r:r:,: '.Page3'of4

Permit Number:
(to be provided by DWQ)
1 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.
Prgject name:Bancroft Forest
BMP drainage area number:
Print name:Robert Masters
Address:P.O. Box 10879 Southport, NC 28461
Date: —1 V
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
1, tNA'--; x , a Notary Public for the State of
K104"L (a-et;na County of cic , do hereby certify that
V%5,.} 0'AJ.Ee-1 personally appeared before me this S
day of 6 , , Zoe, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.ra,nuw"'un
��a�GNEN C
a,4 F
(9 NOTARY X
z3 PUBLIC c)
-Z 2 a
''•Q,nnunNPO��
SEAL
My commission expires M4r110 U k�
N0=OEV��
MAY 0 5 2014
BY:
Form SW401=Wet Detention Basin O&M-Rev.3 ...2 11..1 .. � - .Page 4 of 4

X, VI

a
Pennit Number.
(to be provided by DVVQ)
Drainage Area Number:
Infiltration 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.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the 'initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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.
The inlet device: pipe or
'Che pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise clamaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
�IECEIV E1
MAY 0 5 2014
Form SW401-Infiltration Basin Oa&M-Rev.3 f.'r '� .:.Pagel Of
BY: ..

r
BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
tG �1.0 � rt ��" .` F p
MAY 0 5 2014
Form SW401-Infiltration Basin O&M-Rev.3 ;-I k*.:' 1•:YIiX+, Page 2 of 3'{

Permit Number:
i
(to be provided by DIVA)
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.
Prqjecl name:St. James Plantation - Bancroft Forest
BAIP drainage area number:Section 6B - Drainage Area 2
Print name:Robert Masters (St. James Development Co, LLC)
Title:vice President
Address:PO Box 10879 Southport, NC 28461
Dater
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, C-tvr}r_AF^ L- CyVV,x , allotary Public for the State of
_IV 4-*X C 0LeVV'1,A- , County of r,(c , do hereby certify that
k6f.-k- F. MO.S.\,4 personally appeared before me this S
day of DA,j , ku q and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand Lind official seal,
���GNEN C ���•.
C9 NOTARY X
tP PUBLICICKU
S 0.
SEAL
My commission expires mrn� l� , Za it,4
MAY 0 5 2014
BY:------
rorm SW401-Infiltration Basin.O&M-Rev.3 t: Page 3 of 3, _•: ` :` _

r

ULMLK UJt UNLY
Date Re'eive
Fee Paid
Permit Nber
I
DU 73& 05-
S 0.5l Ium
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
prior 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: SW8 051 128
2. Project name: St James Plantation -Bancroft Forest
3. Project street address: Neighborhood inside St James Plantation
City: Southport County: Brunswick ZIP
28461
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
mineral-land-resou rces/ene rgy-mi neral-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://deg.nc.gov/about/divisions/energy-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 Holder's Company Name/Organization: St .lames Development Co, L LC
2. Signing Official's Name: John Atkinson
3. Signing Official's Title: Manager I '
4. Mailing Address: PO Box 10879
City: Southport State: NC ZIP: 28461
5. Street Address: 4006 St James Drive, SE
City: Southport State: NC ZIP: 28461
6. Phone: [phone] Email: latkinson(a stlames-properties.com
JUL 19 2022
By: C�
Stormwater 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/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:
L 1. A permit application processing fee of $505.00 payable to NCDEQ.
ZG 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.
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.
4. 23PKAgreements, Please select one:
I 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.
5. ner Certifications, Please select one:
DeE 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
/I ❑ The project has not yet been built.
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.
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).
https://www.sosnc.gov/online services/search/bv title/ Business Registration
tCF1.o�U'49 �_
JUL 19 2022
BY:
Stormwater Permit Renewal Application Form Page 2 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/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:
1. A permit application processing fee of $505.00 payable to NCDEQ.
�ZG 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.
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.
'V6(4/, 4. O )Agreements, Please select one,
I 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
❑ 1 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.
5. De ner 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 cerification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
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.
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).
JUL 19 2021�
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
JB ti,-) P-t("3 '-- , 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: G C Date:
NOTARIZA
a Notary Public for the State of
AIp<A , County of �� n v<tiJLJir A_ , do hereby certify
that :Y& 4�4±16 personally appeared before me
this the I qitl-- day of It t 202.1—_, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
NOTARY
MY
JUL 19 2022
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

'.fir b �y �:7, 1�: ��``i
i7 CG•;'.����1q ih'�.iY��
... �h
:,} l

Permit No. ✓:4
(to ee provicad by 0v✓0)
1
©wL�
O�pE W A 7 7,9
r
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 III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Bancroft Forest
Contact person Tim Clinkscales, PE
Phone number 910-791-6707
Dale 5/2I2014
Dminage area number 1
111. DESIGN INFORMATION
Site Characteristics
Dminage area
799,762 fe
Impervious area, post -development
277,814 fl'
%impervious
34.74 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 36,215 ft'
Volume provided 40,382 ft'
Storage Volume: SA Waters
1.5' runoff volume it,
Pro -development 1-yr, 24-hr runoff it,
Post -development 1-yr, 24-hr runoff it,
Minimum volume required to
Volume provided ft'
Peak Flow Calculations
Is the prettiest control of the 1yr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unittess)
Rational C, post -development
(unitless)
Rainfall intensity: l-yr, 24-hr storm
iNhr
Pre -development 1-yr, 24-hr peak flow
nla fl'Isec
Post -development 1-yr, 24-hr peak flow
hard ft'Isec
Pre/Post 1-yr, 24-hr peak flow control
kVALIJEI ft'tsec
Elevations
Temporary pool elevation
27.49 fasl
Permanent pool elevation
27.00 fall
SHWT elevation (approx. at the perm. pool elevation)
fasl
Top of 1011 vegetated shelf elevation
27.50 fmsl
Bottom of 10ft vegetated shelf elevation
26.50 fmsl
Sediment cleanout, top elevation (bottom of pond)
17.00 fmsl
Sediment Geanout, bottom elevation
16.00 fmsl
Sediment storage provided
1.00 it
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the lop of the additional volume
27.5 first
OK, volume provided is equal to or in excess of volume required.
}1��€ a V EE_
MAY 0 5 2014
OK
BY: -
Form SW401.Wet Detention BasirvAAev.94H8/12 . ' .. I .. - Parts 1. 811, Design Summery; Page 1.of 2 I

Permit
1
provided by DWD)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A.,,
Area, bottom of 1011 vegetated shelf, A, r
Area, sediment cleanoul, top elevation (bottom of pond), A._,.
Volumes
Volume, temporary pool
Volume, permanent pool, VP.-"
Volume, forebay (sum of forebays if more than one forebay)
Fombay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21b)
Volume, permanent pool, Vp,,,, ova
Area provided, permanent pool, A._,,
Average depth calculated
Average depth used in SAIDA, dr,., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-21b)
Area provided, permanent pool, Aa,,,, "
Area, bottom of 1 Oft vegetated shelf, Aw, v,m,
Area, sediment cleanout, top elevation (bottom of pond), Aya v.
'Depth' (distance btw bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d.., (Round to down to nearest 0.51)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Hw)
Drawdown through weir!
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak now
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
103,529 ft2
7,598 ft'
0.95 (unitless)
76,730 ft' OK
49,500 ft'
32,210 ft'
40,382 (f' OK
503,616 ft'
108,775 ft'
21.6% % OK
90 %
Y (Y or N)
N (Y or N)
0.95 (unitless)
N (Y or N)
503,616 ft'
76,730 ft'
If
ft
Y (Y or N)
76,730 ft'
49,500 ft'
Need 3 It min.
32,210 f?
9.50 ft
7,84 It OK
8.0 ft OK
Y (Y or N)
3.00 in
in'
0.60 (unitless)
0.13 ft
N (Y or N)
(unitless)
(unitless)
It
it
Na ft'/sec
n/a (f'Isec
0.10 ft'Isec
4.34 days OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 If
OK
Length of flowpoth to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
3.6 If
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump out
MAY052014 11
Form SW401 Met Detention Basin-Rev.9.4/1 e/12 - . I+ Parts I. a II. Design summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
'F W A rCH
�! STORMWATER MANAGEMENT PERMIT APPLICATION FORM o —
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
St. James Plantation - Bancroft Forest
Contact Person
Tim Clinkscales, PE
Phone Number
[phone]
Date
5/2/2014
Drainage Area Number
2
II. DESIGN INFORMATION
Site Characteristics
Drainage area
438,649.00
h2
Impervious area
161,608.00
ft'
Percent impervious
36.84
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.70
in
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr discharge
ft'/sec
Post -development 1-yr, 24-hr discharge
ft'/sec
Pre/Post 1-yr, 24-hr peak Flow control
ff'Isec
Storage Volume: Non -SA Waters
Minimum design volume required
ft3
Design volume provided
It,
SlorageVolume: SAWaters
1.5' runoff volume
24696.00
ft'
Pre -development 1-yr, 24-hr runoff volume
7,984.00
ft3
Post -development 1-yr, 24-hr runoff volume
30,918.00
h'
Minimum required volume
24696.00
113
Volume provided
76,359.00
ff3
Soils Report Summary
Soil type
Wando Fine Sand (WaB)
Infiltration rate
6.90
inlhr
SHWT elevation
20.50
fmsl
Basin Design Parameters
Drawdown time
0.27
days
Basin side slopes
3.00
:1
Basin bottom elevation
24.00
fmsl
Storage elevation
24.98
fmsl
Storage Surface Area
22,215.00
ft'
Top elevation
29.00
fmsl
Basin Bottom Dimensions
Basin length
255.00
ft
Basin width
80.00
fit
Bottom Surface Area
20,323.00
ffz
OK
OK
OK
OK
MAY 0 5 20114 11 i
It
Form SW401-Infiltration Basin-Rev.S 11Apr2011 ..... - Parts I. S 11. Design Summary, Paget or 2

Permit No.
(to be provided by DWQ)
-Additional Information
Maximum runoff to each inlet to the basin?
ac-in
Length of vegetative filter for overflow
ft
Distance to structure
ft
Distance from surface waters
ft
Distance from water supply well(s)
ft
Separation from impervious soil layer
ft
Naturally occuring soil above shwl
It
Bottom covered with 4-in of clean sand?
(Y or N)
Proposed drainage easement provided?
(Y or N)
Capures all runoff at ultimate build -out?
(Y or N)
Bypass provided for larger storms?
(Y or N)
Pretreatment device provided
Forebay
MAY 0 5 2014 '
BY: —
Form SW401-Infittretion Basin-Rev.5. 11Apr2a11 _ - -" ` 1'.' i :... , •.Parts 1. a II. Design Summary, Page 2 of 2 -

` High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Robert Masters , 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 051128 , as issued by the Division of Water
Quality under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is see below 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1-59 6000
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures. SC E UV E
MAY 0 5 1014
BY:
Form DRPC-3 Rev.2 05Nov2009 Page 1 ,of 2

L High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature:_�� ��//(G'.(,{ /� P c . Date:
I, 6ve.•471-11%t^ l - tVlev k a Notary Public in the
State of t to/tt. Cvw-nC ru. County of �wnf�ai,tik
do hereby certify that L,kvt- tAadNr'-1 personally appeared
before me this the 5 day of lb,14 2014 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
67- etO4r'). A ----
Signature
My Commission expires Lila., I a. Za W-
,�,.G�EN
c�
.Fp+
4 X
NOTARY
�
PUBLIC C
o
GNWIC6-v
a, 1
MAY 0 5 2014
BY:
Fonn DRPC-3 Rev.2 05Nov2009 Page 2 of 21 �,, P :z=e ? •> d