SW8160216_Current Permit_20160310

` PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Mineral
,dResources TRACY DAVIS
AMENTAL QUALITY
Director
March 10, 2016
Mr. William H. Wynn, President
Crosswind Development, Inc.
1696 Hayes Road
Creedmoor, NC 27522
Subject: State Stormwater Management Permit No. SW8160216
Cameron Trace
High Density Subdivision Wet Detention Pond Project
New Hanover County
Dear Mr. Wynn:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for
Cameron Trace on March 8, 2016. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session
Law 2008-211. We are forwarding Permit No. SW8 160216 dated March 10, 2016, for the construction,
operation and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until March 10, 2024, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification
of the BMP's, procedures for changing 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 certify the BMP's, to transfer the permit, or to renew the permit, will result in future
compliance problems.
Per Part VI. of S.L. 2012-200, NCDEQ shall not require the use of stormwater retention ponds, stormwater
detention ponds, or any other stormwater control measure that promotes standing water in order to comply
with the FAA Advisory Circular No. 150/5200-33B at public airports that support commercial air carriers or
general aviation services, and at development projects within 5 miles of those airports. This project is being
permitted consistent with S.L. 2012 200 based on the permittee's and engineer's choice to use a wet detention
basin.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed
with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service
Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Christine Hall
in the Wilmington Regional Office, at [phone].
Sincere ,
Tracy Davis, P.., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & Projects\2016\160216 HD\2016 03 permit 160216
cc: Chris Millis, Paramounte Engineering
New Hanover County Inspections
New Hanover County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal hive Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 1• I htto://r)orLal.nedenr.or¢lweb/ir/

State Stormwater Management Systems
Permit No. SW8 160216
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Crosswind Development, Inc.
Cameron Trace
Flushing Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter 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 (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until March 10, 2024 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. The subdivision is permitted for 120 lots, each allowed a maximum of 4,000 square
feet of built -upon area.
3. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.9 of this permit. The runoff from all built -upon area within the
permitted drainage areas of this project must be directed into the permitted stormwater
control measures. The stormwater control measures labeled Pond 1 and Pond 2 have
been designed to handle the runoff from 453,900 and 216,150 square feet of built -
upon area, respectively.
4. The maximum built -upon area allowed for the entire subdivision is 670,050 square
feet.
5. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.3 and 1.9 of this permit, and per approved plans. This permit does not
provide any allocation of built -upon area for future development.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 160216
6. A 50' wide vegetative buffer must be provided and maintained 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.
7. A vegetated filter strip is not required for these ponds as it has been designed for a
90% total suspended solids removal efficiency.
8. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
9. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition.
Pond 1
Pond 2
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
22.78
992,395
0
11.11
484,050
0
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
453,900
453,900
0
216,150
216,150
0
c. Avera a Pond Design Depth, feet:
5.5
5.0
d. TSS Removal Efficiency:
90
90
e. Design Storm, inches:
1.5
1.5
If. Permanent Pool PP Elevation, FMSL:
37.0
38.0
Q. Permitted PP Surface Area, ft2:
100,017
28,614
h. Temporary Storage Elevation, FMSL:
37.6
38.95
i. Permitted Storage Volume, ft3:
61,108
28,310
j. Predevelopment 1 yr-24 hr. discharge
rate, cfs:
15.20
15.20
k. Controlling Orifice, inch 0 pipe:
4.0
3.0
I. Orifice Flow Rate, cfs:
0.19
0.13
m. PP Volume, ft :
477,404
111,142
n. Forebay Volume, ft :
91,692
23,776
o. Maximum Fountain Horsepower:
2
1/3
p. Receiving Stream/River Basin:
Smith Creek / Cape Fear
q. Stream Index Number:
18-74-63
r. Classification of Water Body:
C, SW
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is used as an Erosion
Control device, it must be restored to design condition prior to operation as a
stormwater treatment device, and prior to occupancy of the facility.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 160216
4. 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 160216, 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 maximum built -upon area per lot is 4,000 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. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA shall
be the more restrictive of the two numbers.
h. 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.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
k. 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 G.S. 143, Article 21.
5. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
6. If permeable pavement BUA credit is desired, the permittee must submit a request to
modify this permit to incorporate such language as required by the Division. The
request to modify must include a proposed amendment to the deed restrictions and
protective covenants for the subdivision, and a soils report identifying the type -of soil,
the Seasonal High Water Table elevation and the infiltration rate. Upon the successful
completion of a permit modification, the individual lot owners that request to utilize
permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the
permeable pavement.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 160216
7. The permittee shall review all lot plans for new construction and any subsequent
modifications and additions, for compliance with the conditions of this permit. The
permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system
are proposed unless and until a permit modification has been approved by the
Division.
8. The permittee is responsible for the routine monitoring of the project for compliance
with the built -upon area limits, grading, and the storm drainage system established by
this permit, the permit documents, the approved plans, and the recorded deed
restrictions. 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.
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 design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
11. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in Pond 1 and Pond 22
and 1/3 horsepower, respectively.
12. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
13. 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.
14. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 160216
15. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. 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. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
17. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
4. 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
Name/Ownership Change Form, accompanied by the 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. An ownership change including 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;
b. The sale or conveyance of the common areas to a .Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 160216
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request 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.
Permit issued this the 10th day of March 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
G
,A r racy uar, r.t., uireczor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160216
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 160216
Cameron Trace Page 1 of 2
StormWater Permit No. SW8 160216
New Hanover County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 160216
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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
New Hanover County Building Inspections
Page 8 of 8

Operation & Maintenance Agreement
Project Name:
Project Location:
Cameron Trace
Flushing Drive, Wilmington, New Hanover County
Cover
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a loo in a known set locatio
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & co
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
2
0 0 176, 1=4I
O&h
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Josh Spiegel
Cameron Trace HOA, President
6600 Creedmoor Road, Suite 212
Raleigh, NC 27613
980-722-0391
oosh.spiegel Igihomes.com
Signature: Date: /2, /p , p��J
1, a Notary Public for the State of
County of I/V'ZAP-- , do hearby certify that
personally appeared before me this day of and
acknowledge the due execution of
,the ons nd Maintenance
Witness md and official seale
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.4 I ^1 40 Q8M Manual Page 1 of 5

Wet Detention Pond (Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important maintenance procedures:
_ Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 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.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
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 practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying. I
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.
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Version 1.4 O&M Manual H
Page 3 of 5
•

Wet Detention Pond Maintenance Reguiremonts (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
DE-C
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Wet Detention Pond Design Sunt.m
wet rop^
WET POND ID FOREBAY MAIN POND
1 Permanent Pool El. 37 Permanent Pool El. 37
Temporary Pool El: 37.6 Temporary Pool El: 37.6
Pretreatment other No Clean Out Depth: 6 Clean Out Depth: 6
than forebay? Sediment Removal El: 31 Sediment Removal El: 31
HAS Veg. Filter? No , Bottom Elevation: i 30 I Bottom Eievauon: I 3U I
WET POND ID FOREBAY MAIN POND
2 Permanent Pool El. 38 Permanent Pool El. 38
Temporary Pool El: 38.95 Temporary Pool El: 38.95
Pretreatment other No Clean Out Depth: 6 Clean Out Depth: 6
than forebay? Sediment Removal El: 32 Sediment Removal El: 32
Has Veg. Filter? No Bottom Elevation: 31 Bottom Elevation: 31
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Permit Number:
(to be provided by DWQ)
Drainage Area Number: '
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once
within 24 hours after every storm event greater than 1.0 inches (or 1.5 i es i ;HIVE
Coastal County). Records of operation and maintenance should be kept a FE Se2016
location and must be available upon request.
BY:
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 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.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
ne pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
ECEIVE
FEB 2 5 2016
Form SW401-Wet Detention Basin O&M-Rev.4 BY: age 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problenr
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of mueKrai or
use traps to remove muskrats ana
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 " 6.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
31.0 l
-----------------
FOREBAY
BASIN DIAGRAM
01 in the blanks)
Lft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 37.0
Pool
Sediment Removal Elevation 31.0 Volume
\ -------------------------------------------- ------A
Bottom Elevation
MAIN POND
ECEIVE
FEB 2 5 20%
BY; Page 3 of 4
1-ft
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Cameron Trace
BMP drainage area number:
Print name: William H. Wynn
Title:Authorized Agent
Address:1696 Hayes Road Creedmoor, NC 27522
Date:—L / 1 l / / 6
1
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, Th C . Akoho+ , a Notary Public for the State of
1Vo'v1 CAM i n 0%• , County of GYV_nV`l 4k4& , do hereby certify that
. V),1 1 1 v1 C1 m '"-• W Uh n personally appeared before me this 11-1;'41
day of �tib , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
•NOTARY
PUBLIC
9•
SEAL
My commission expires
nECE1VED
FEB 2 5 2016
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number:��������
(to be provqed by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once IVE
within 24 hours after every storm event greater than 1.0 inches (or 1.5 #'a
es if in a
Coastal County). Records of operation and maintenance should be kep known set
location and must be available upon request. rIL
BY:
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 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.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it -
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface..
M%_V=1 v L
FEB 2 5 2016 0
Form SW401-Wet Detention Basin O&M-Rev.4 BY: Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present,
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal . 32.0 1 P en
-------------- --- Volume
Bottom Elevatio 31.0 -ft Min.
Sediment
Storage
Permanent Pool Elevation 38.0
Pool
- - - - - -Sediment Removal Elevation 32.0- Volume
------------------
Bottom Elevation 31.0 1 1-ft
Storage
FOREBAY' V C
FEB 15 2016
BY:
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 3 of 4

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:Cameron Trace
BMP drainage area number:2
Print name: William H. Wvnn
Title:Authorized Agent
Address:1696 Haves Road Creedmoor, NC 27522
Signature: WtXUe--�• .y- E6k
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, T, l4rAG . , a Notary Public for the State of
'1t1 Caryb nct- , County of GewM%I e, , do hereby certify that
\N i 11•t axx'\ W sp rn personally appeared before me this 1,1031
day of �' � a Tol ko , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
ABA
�= *01 pRY
PUBOCII
'P ?
LI
680666411*1
SEAL
My commission expires �I • 261. 11
ECEIVE
FEB 2 5 209
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
\41
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:
State of North Carolina
Department of Err�viironmetat and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Cameron Trace
2. Location of Project (street address):
Directly North of the 1609 Flushing Drive Address
City:Wilmington County:New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
Travel 2.5 miles north east along Murrayville Road from the intersection of Murrayville Road and US 117 and
turn north west off of Murrayville Road onto Retriver Lane. Travel 0.5 miles north west along Retriever Lane
to the intersection of Flushing Drive and the site is 0.1 miles to the north along Flushing Drive.
4. Latitude:341 18' 08" N Longitude:770 50' 14" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* "provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
t°� 0 -4 1
Form SWU-101 Version 07July2009 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Crosswind Development, Inc.
Signing Official & Title:William H. W)nn, P0-CSQ2h:E
b. Contact information for person listed in item 1a above:
Street Address:1696 Hayes Road
City:Creedmoor State:NC Zip:27522
Mailing Address (if applicable):
City: State: Zip:
Phone: (919 } 528-1347 Fax: ( }
Email:bill@m! rui omes.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:n/a
Signing Official & Title:n/a
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact:
BY:
Form SWU-101 Version 07July2OO9 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
All stormwater will be conveyed to a storm sewer system that will then discharge into one of two wet
detention ponds for treatment and storage requirements.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 33.89 acres
5. Total Coastal Wetlands Area: N/A acres
6. Total Surface Water Area: N/A acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:33.89 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NFIM line or Mean High Water
(MHW) Iine, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 45.38 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area _
Receiving Stream Name
Smith Creek
Smith Creek
Stream Class *
(C; Sw)
(C; Sw)
Stream Index Number *
18-74-63
18-74-63
Total Drainage Area (sf)
992,395
484,050
On -site Drainage Area (sf)
992,395
484,050
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** s
453,900
216,150
% Impervious Area** total
45.74
44.65
Impervious' * Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Draina a Area _
On -site Buildings/Lots (sf)
332,000
148,000
On -site Streets (sf)
98,450
49,150
On -site Parking (sf)
0
0
On -site Sidewalks (sf)
17,750
8,000
Other on -site (sf)
5,700
11,000
Future (sf)
0
0
Off site (sf)
0
0
Existing BUA*** (sf)
0
0
'
Total (so:
453,900
216,150
* Stream Class and Index Number can be determined at: http.11h2o.enr.state.nc.us/bims/reports/reportsWB,html
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
* Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version 07July2009 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. n/a
Proiects in Union County: Contact DWQ Central Ojjice staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V.. . SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and- maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from ho://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from ft://h2o.enr.state.nc.us/su/bmp forms htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map atft://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided -by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from h2R://h2o.enr.state.nc.us/su/bmp_forms.hbn.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants CVA1'\
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M lool--�—
agreement(s) for each BMP.
4. Permit application processing fee of$595rayable to NCDENR. (For an xpress r 'ew, refer to
htlp://www.envhelp.org/pagesjonestopexpress.html for informatio xpress program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the CV---N-
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. 4-5V-A^-
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. C C E I V E
k. Existing contours, proposed contours, spot elevations, finished floor elevatio IG �✓ C G
1. Details of roads, drainage features, collection systems, and stormwater control eaqux-as. g 2��6
m. Wetlands delineated, or a note on the plans that none exist. (Must be delinea by
qualified person. Provide documentation of qualifications and identify the pe n who
made the determination on the plans. BY:
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SW-101 Version 07July2009 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations m addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) _
10. A copy of the most current property deed. Deed boo age No' 1
• � —
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secre!4a.state.nc.us/Corl2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons.claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Chris Millis, PE
Consulting Firm: Paramounte Engineering
Mailing Address:5911 Oleander Drive, Suite 201
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: (910 ) 791-6760
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1b) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
EcEIvE
FEB 2 5 2016
BY:
Form SW-101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
,lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date: 1 i 6 /6
County of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) William H. Wynn
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
I, 1 I'eRM C • A09M+ , a Notary
Dater 1
Public for the State of 00dh CDnU rye, County of
011M l A do hereby certify that W I \\IMY" "-• Wy1YN Y% personally appeared
before me this I Pday of 1-01 b and ackn ledge the due execution of the ap lication for
a stormwater permit. Witness my hand and official seal, ((
:ck• NF(Y
r
• • • V r
PU
,' ��•, •• eu.e•••aR� ems\
LE
UU U
SEAL
My commission expires -1 • 2q • ( -
ECEIVE
FEB 2 5 2016
BY:
Form SWU-101 Version 07July2009 Page 6 of 6

Penmit No. "n gom f (0
(to be provided by D14Ky
:�A OF W ATg9
N=HR
O �
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled oix printed and submitted:
The Rewired Items Checklist (Part lllJ must be printed, filled out and submitted along with all of the fequired information,
I. PROJECT INFORMATION
Project name
Cameron Trace
Contact person
Chris Millis, PE
Phone number
910-791-6707
Date
118/2016
Drainage area number
1
9. DESIGN. INFORMATION
Site Characteristics
Drainage area
992,395 ft2
Impervious area, post -development
453,900 ftZ
% impervious
45.74 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-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-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
57,265 ft3
61,108 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
N (Y or N)
3.9 in 33S
58.00 (unitless)Q1.�
81.00 (unitless
iNhr--till. i5115
15.20 ft3/sec
36.15 ft )sec
20.95 ft3/sec
37.60 fmsl
37.00 fmsl
fmsl
37.00 fmsl
36.00 fmsl
31.00 fmsl
30.00 fmsl
1.00 ft
Y (Y or N)
37.6 fmsl OK
ECEIVE
MAR 0 8 2016
BY:
Form SW401-Wet Detention Basin-Rev.94/18/12 Parts 1. & 11. Design Summary, Page 1 of 2

Permit No.
(to be provided by DINO)
. DESIGN INFORMATION
Surface Areas
Area, temporary pool
102,212 ft'
Area REQUIRED, permanent pod
28,184 ft'
SAIDA ratio
2.84 (unitless)
Area PROVIDED, permanent pool, Aperm4moi
100,01 7ftz
OK
Area, bottom of 10ft vegetated shelf, AboLsher
68,292 ftz
Area, sediment cleanout, top elevation (bottom of pond), AwLp d
65,459 ftz
Volumes
Volume, temporary pool
61,108 ft3
OK
Volume, permanent pool, VpemtpooI
477,404 ft'
Volume, forebay (sum of forebays if more than one forebay)
91,692 ft3
Forebay % of permanent pool volume
19.2% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountairdPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
2.84 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vpef _pw
477,404 ft3
Area provided, permanent pool, AP.,oi
100,017 ftz
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, APerm_poo1
100,017 ft,
Area, bottom of 1 Oft vegetated shelf, Aw ,ml
88,292 ft'
Area, sediment cleanout, top elevation (bottom of pond), AwLp,, d
65,459 ft2
'Depth" (distance b/w bottom of 10ft shelf and top of sediment)
5.00 ft
Average depth calculated
5.60 It
OK
Average depth used in SAIDA, de,,, (Round to down to nearest 0.5ft)
5.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
4.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Ci)
0.60 (unitless)
E C E I V E'
Driving head (Ho)
0.60 ft
Drawdown through weir?
N (Y or N)
MAR 0 8 20
Weir type
(unitless)
Coefficient of discharge (C j
(unitiess)
Length of weir (L)
It
BY:
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
15.20 ft3lsec
Post -development 1-yr, 24-hr peak Flow
36.15 ft3lsec
Storage volume discharge rate (through discharge orifice or weir)
0.19 ft Isec
Storage volume drawdown time
3.67 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
6 :1
Insufficient shelf slope.
Vegetated shelf width
6.0 ft
Insufficient shelf length.
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
1.5 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
3.4 It
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
Form SW401-Wet Detendon Basi i-Rev.9-411&12 Parts I. & It. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
M. 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 tine foliuiwing design requireiiients have beeli met. If the applicant has designated an agent, the agent may initial below. Ha
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet Nab
C
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 (ROM,
Overflow device, and
Boundaries of drainage easement.
N�
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
-
7. The supporting calculations.
ink_ -t
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
4501IX5
10. A soils report that is based upon an actual fie!d investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
ECEIVEil D
FEB 2 5 2016
BY:
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III. Required Items Checklist, Page 1 of 1

Permit No. blyn O-Q17"J
(to be provided by DWQ
�% OF W ATF9
* a
WDEW
a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This fom must be filled ou4 printed and submitted
The Required Items Check& (Part ill) must be printed filled out and submitted along with all of the required information
I. PROJECT INFORMATION
Project name Cameron Trace
Contact person Chris Millis, PE
Phone number 910-791-6707
Date 1/8/2016
Drainage area number 2
N. DESIGN INFORMATION
Site Characteristics
Drainage area 484,050 ftZ
Impervious area, post -development 216,150 ft2
% impervious 44.65 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensky: 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 elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
27,331 ft3
28,310 ft3 OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
N 3.9in3'� "LECEIVE
58.00 (unitless)
81.00 cunitiess�' MAR 0 8 20"
in/hr—p,VA Mu 9--S
15.20 ft3/sec
16.97 (t3/sec BY:
1.77 ft3/sec
38.95 fmsl
38.0E fmsl
fmsl
38.00 fmsl
37.00 fmsl
32.0E fmsl
31.00 fmsl
1.00 ft
Y (Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.8 II. Design Summary, Page 1 of 2

Permit No.
(to be provdad by DWQ)
N. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Aperm-pol
Area, bottom of 1 Oft vegetated shelf, AbO shell
Area, sediment cleanout, top elevation (bottom of pond), AN P M
Volumes
Volume, temporary pool
Volume, permanent pool, Vp8 _,,,w
Volume, forebay (sum of forebays if more than one forebay)
Frbebay % 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 10-2b)
Volume, permanent pool, Vp.,--pw
Area provided, permanent pool, APa
Average depth calculated
Average depth used in SAIDA, d81,, (Round to nearest 0.5ft)
Calculation option 2 usM? (See Figure 10-2b)
Area provided, permanent pool, Aper,,,poi
Area, bottom of 1 Oft vegetated shelf, Ab�L,wj
Area, sediment cleanout, top elevation (bottom of pond), Abot.pend
"Depth' (distance b/w bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d., (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (H�
Drawdown through weir?
Weir type
Coefficient of discharge (Cj
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice 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 & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
30,867 ft'
15,102 fe
3.12 (unitless)
28,614 ftZ OK
21,8211 ft'
12,750 ftZ
28,310 ft3 OK
111,142 ft?
23,776 ft'
21.4% % OK
90 %
Y (Y or N)
N (Y or N)
3.12 (unidess)
N (Y or N)
111,142 ft3
28,614 ft'
Need 3 ft min.
ft
Y (Y or N)
28,614 ftz
21,821 ft'
12,750 ft'
5.00 It
4.80 it OK
5.0 ft OK
Y (Y or N)
3.00 in
in'
0.60 (unitless)
0.95 ft
N (Y or N)
(unitless)
(unitless)
it
ft
15.20 ft3/sec
16.97 ft3/sec
0.13 ft3/sec
2.45 days
OK, draws down in 2-5 days.
RECEIVE
MAR o a zoos
BY:
3 :1
OK
6 :1
Insufficient shelf slope.
6.0 it
Insufficient shelf length.
3 :1
OK
3.0 :1
OK
Y
(Y or N)
OK
2.0 ft
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Pump out
Form SW401-Wet Detention Basin-Rev.94118/12 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
111. REQUIRED ITEMS CHECHUST
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 follovring design.requirelments have been gnat. If the applicant has designated an agent, Vne agent may initiai beiow. if a
requirement has not been met, attach justification.
Pagel 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.
LS
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
l
3. Section view of the wet detention basin (1" 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
0
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
��✓
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
�� ��//
4.v
G�
7. The supporting calculations.
va.1
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
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.
ECEIVED
FEB 2 5 2016
BY:
Form 5W401-Wet Detention Basin-Rev.9-4/18/12 Part III. Required Items Checklist, Page 1 of 1

State 5tormwater Management bystems
Permit No, SW8 W216
Cameron Trace
Stormwater Permit No. SW8 160216
New Hanover County
Designer's Certification
Page 1 of 2
I, Joseph S. Boyd , as a duly registered professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
Cameron Trace
(Project)
for Crosswind Development, Inc (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. C901
Date l'21-2f k2,0
.,�`.�N CAR04''�,,
°FESS/p'°•° 9
QUO ti9` :•
MAL
39113
•qL
'-NGINE-! ° ,i'SepH S
Notes:
1. This certification is pertaining to the stormwater ponds associated with the above referenced project.
2. According to our records these ponds and project were previously certified on 6/8/2017 by Timothy Clinkscales
(PE #: 028847)
3. Inspection of the pond was made on 9/21/2020, with only minor items needing to be attended to.
4. Per correspondence with owner and follow up inspection, the deficiencies have since been addressed, and
ponds appears to meet local and state regulations per the permitted design.
=delvk" -.
DEC 14 20
Page 7 of 8

� , V V . V I V 'J .
state stormwater Management systems
Permit No. SW8 160216
Certification Requirements: Page 2 of 2
_ 1. The drainage area to the system contains approximately the permitted acreage,
2. The drainage area to it ie system contains no more than the permitted amount
of built -upon area.
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.
156, The outlet structure is located per the approved plans.
Z7. Trash rack is provided on the outlettbypass 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_
J 13. All required design depths are provided.
J 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.
J 16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
New Hanover County Building Inspections
SEC t 4
Page 8 of 8 ,

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Josh Spiegel , 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 160216 , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is • 4, 000 square feet. This allotted amount
includes any built -upon area constructed within the lot prop5itboundaries, 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
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.
lt�cftftft Wim
vz
�pC 14 2o2
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2 Brz.�_

Sign
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
l/. /8. 20?.0
i, C�vm,Avj [�dd`C (— , a Notary Public in the
State of C Ge61iV%CL , County of V /OL
do hereby certify that �i�Seye,, �11 personally appeared
before me this the day of LV Olew�be F— , 20 ZO , and acknowledge
the due execution of the foregoing i ent. Wit ss my hand and official seal,
SEAL
My Commission expires r�7''�2y c��� KI
�OTAR1-
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2
� AV81.�G
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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, William H. Wynn , 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 inten�ded to ensur ongoing compliance with State Stormwater
Management Permit Numbe��v 9/,4/, as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is 4,000 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.
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
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.
ECEIVED
FEB z 5 zoos
BY:
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
a Notary Public in the
State of bkrJA:� C"WYVA' > , County of',� t COY IM6 li e/ ,
do hereby certify that M 1 � x Y �r cLm �M personally appeared
before me this the day of , 20.J l� , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires I • -2,C) • I'I
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NOrAgy
pUSLIC ,r q
nECE1VED
� FEB 2 5 2016
BY:
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2