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ELIZABETH S.BISER ."
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BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
December 1,2021
Beaver Creek Investors,Inc.
Attn: Betty Bullock,President
405 Johnson Blvd.
Jacksonville,NC 28540
Subject: Post-Construction Stormwater Management Permit No. SW8 210205
Wedgewood Subdivision
Low Density Subdivision Project
Onslow County
Dear Ms.Bullock:
The Wilmington Regional Office received a complete Post-Construction Stormwater Management Permit
Application for the subject project on November 30,2021. Staff review of the plans and specifications has
determined that the project,as proposed, complies with the Stormwater Regulations set forth in 15A NCAC
2H.1000 amended on January 1,2017(2017 Rules). We are hereby forwarding Permit No. SW8 210205, dated
December 1,2021,for the construction of the built-upon areas(BUA)and vegetated conveyances associated with
the subject project.
This permit shall be effective from the date of issuance until rescinded and the project shall be subject to the
conditions and limitations as specified therein and does not supersede any other agency permit that may be
required. 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.
This cover letter,attachments, and all documents on file with DEMLR shall be considered part of this permit and
is herein incorporated by reference.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty(30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Steve Pusey in the Wilmington Regional Office,
at(910)796-7215 or [e-mail].
Sincerely,
6,
Brian Wrenn,Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Application Documents
DES/sgp: \\\Stormwater\Permits&Projects\2021\210205 LD\2021 11 permit 210205
cc: David Newsom,PE—Crystal Coast Engineering,PA
Onslow County Building Inspections Department
Onslow County Engineering Department
NCDOT District Engineer
Wilmington Regional Office Stormwater File
ENorth Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
;)� Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NOFO11 CAR�+E�OUNA y /� 910.796.7215

Post-Construction Stormwater Management
Permit No. SW8 210205
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 amended on
January 1, 2017 (2017 Rules) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Beaver Creek Investors, Inc.
Wedge wood Subdivision
NC SR 1308, Gum Branch Road, Richlands, Onslow County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) for a 24% low
density subdivision project (the "low density area") as outlined in the application, approved stormwater
management plans, supplements, 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 parts of this permit.
This permit shall be effective from the date of issuance until rescinded 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, 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 15A NCAC 2H.1000
and NCGS 143-215.1 et.al.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
1,305,063 square feet. The BUA requirements and allocations for this project are as follows:
a. LOW DENSITY AREA BUA LIMITS. The low density area in the approved plans and
specifications, must not exceed 24% per the requirements of the stormwater rules. Within
this low density area, this permit approves a percent BUA of 24% and the construction of a
total of 1,305,063 square feet of BUA, which includes 36,316 square feet of future BUA.
b. BUA FOR INDIVIDUAL LOTS. Each of the 250 lots are limited to a maximum of 3,750
square feet of BUA, as indicated in the approved plans and specifications. The maximum
BUA assigned to each lot via this permit and the recorded deed restrictions and
protective covenants may not be increased or decreased by either the individual lot
owner or the permittee unless and until the permittee notifies the Division and obtains
written approval from the Division.
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Post-Construction Stormwater Management
Permit No. SW8 210205
2.' PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
3. LOW DENSITY AREA REQUIREMENTS. The low density area requirements for this project are
as follows:
a. LOW DENSITY AND CONVEYANCE DESIGN. The low density area is permitted based on
the design criteria presented in the sealed, signed and dated supplement and as shown in
the approved plans and specifications. This low density area and conveyances must be
provided and maintained at the design condition.
b. PIPING. Other than the piping shown on the approved plans, only minimal amounts of
piping under driveways and roads is allowed within the low density area when it cannot be
avoided. No additional piping is allowed.
c. DISPERSED FLOW. The low density area has maximized dispersed flow of stormwater
runoff through vegetated areas and minimized the channelization of flow.
d. VEGETATED CONVEYANCES. Stormwater runoff that could not be released as dispersed
flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (H:V)
designed to not erode during the peak flow from the 10-year storm event as defined in the
stormwater rules and approved by the Division.
4. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
5. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED IN A STORMWATER CONTROL
MEASURE (SCM). Stormwater that is not treated in an SCM, such as in the low density
area (including roof drains), must be released at the edge of the vegetated setback and
allowed to flow through the setback as dispersed flow.
6. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots or groups of lots:
a. EASEMENTS. All SCMs, stormwater collection systems, vegetated conveyances, and
maintenance access located on property owned by other persons or entities must be located
in permanent recorded easements or drainage easements as shown on the approved plans.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. If a final plat is recorded, it must reference the operation and maintenance
agreement and must also show all public rights-of-way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
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Post-Construction Stormwater Management
Permit No. SW8 210205
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and
protective covenants must include, at a minimum, the following statements related to
stormwater management:
i. The following covenants are intended to ensure ongoing compliance with Post-
Construction Stormwater Management Permit Number SW8 210205, as issued by
the Division of Energy, Mineral and Land Resources (the "Division") under 15A
NCAC 02H.1000, effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
v. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built-upon area (BUA) per lot is 3,750 square feet. This allotted
amount includes any BUA constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement
not shown on the approved plans. BUA has the same meaning as G.S. 143-214.7,
as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. Filling in, piping or altering any vegetated conveyances (ditches, swales, etc.)
associated with the development, except for average driveway crossings, is
prohibited by any persons.
ix. A 50-foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
x. All roof drains shall be released no closer than at the edge of the 50-foot wide
vegetated setback and allowed to flow through the setback as dispersed flow. At
no time shall stormwater runoff be piped into or through the setback.
xi. 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.
e. DEEDS FOR INDIVIDUAL LOTS. The permittee shall record deed restrictions and protective
covenants prior to the issuance of a certificate of occupancy to ensure the permit conditions and
the approved plans and specifications are maintained in perpetuity.
7. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on-site stormwater system will be repaired immediately.
a. PROJECT CONSTRUTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project and stormwater system shall follow the Erosion
Control Plan requirements until the Sediment-Erosion Control devices are no longer needed.
b. FINAL GRADING. The vegetated areas and vegetated conveyances shall be entirely
constructed and vegetated. Once the final grading is completed and the site is stabilized, the
permittee shall provide and perform the operation and maintenance as outlined in the
applicable section below.
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Post-Construction Stormwater Management
Permit No. SW8 210205
8.4 ' MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications, except for minimum driveway crossings. 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 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
BUA, details, etc.
b. Redesign or addition to the approved amount of BUA.
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 stormwater collection system and/or vegetative conveyance
shown on the approved plan, except for minimum driveway crossings within the low density
area.
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 within the common areas to be considered a permeable surface that were not
included in the approved plans and specifications.
h. Other modifications as determined by the Director.
9. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights-of-way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
10. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on-site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. In the event that the low density area fails to meet
the requirements of low density, the permittee shall take immediate corrective actions. This
includes actions required by the 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.
b. MAINTENANCE RECORDS. 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. 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.
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Post-Construction Stormwater Management
Permit No. SW8 210205
12. ' 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 permittee 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.
13. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot, within each drainage
area and for the entire project does not exceed the maximum amount allowed by this permit.
The permittee shall review all individual lot plans for new construction and all subsequent
modifications and additions for compliance. The plans reviewed must include all proposed
BUA, grading, and driveway pipe placement. The permittee shall not approve any lot plans
where the maximum allowed BUA limit has been exceeded or where modifications are
proposed to the grading and/or to the stormwater collection system and/or to the vegetated
conveyance unless and until a permit modification has been approved by the Division. The
permittee shall review and routinely monitor the project and each lot to ensure continued
compliance with the conditions of the permit, the approved plans and specifications, and the
recorded deed restrictions and protective covenants. The permittee shall notify any lot
owner that is found to be in noncompliance with the conditions of this permit in writing and
shall require timely resolution.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC to conduct individual lot reviews. However, any approval given by
the ARB or ARC on behalf of the permittee does not relieve the permittee of the
responsibility to maintain compliance with the conditions of the permit and the approved
plans and specifications.
c. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplements, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
d. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
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Post-Construction Stormwater Management
Permit No. SW8 210205
e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
f. 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.
g. 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.
h. 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.
i. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are 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 issued this the 1st day of December 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1-L
Brian Wrenn, Directo
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 210205
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Post-Construction Stormwater Management
Permit No. SW8 210205
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As-Built Permittee Certification
• As-Built Designer's Certification General MDC
• As-Built Designer's Certification for Low Density Projects
• As-Built Designer's Certification for Level Spreader and Vegetated Filter Strip MDC
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

Post-Construction Stormwater Management
Permit No. SW8 210205
AS-BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and the terms,
conditions and provisions listed in the permit documents, plans and specifications on file with or provided to the
Division.
❑ Check here if this is a partial certification. Section/phase/SCM #?
❑ Check here if this is part of a Fast Track As-built Package Submittal.
Printed Name Signature
, a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
Permittee's Certification NCAC .1042(4) Completed/ N/A
t Provided
A. DEED RESTRICTIONS / BUA RECORDS
1. The deed restrictions and protective covenants have been recorded Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
permit conditions.
2. A copy of the recorded deed restrictions and protective covenants Y or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note Y or N
1)
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair. Y or N
2. The access is a minimum of 10 feet wide. Y or N
3. The access extends to the nearest public right-of-way. Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection / conveyance Y or N
system are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that Y or N
have an SCM include the following:
1. The specific location of the SCM on the lot. Y or N
2. A typical detail for the SCM. Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in Y or N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT Y or N
1. The O&M Agreement is referenced on the final recorded plat. Y or N
2. The O&M Agreement is recorded with the Register of Deeds and Y or N
appears in the chain of title.
F. OPERATION AND MAINTENANCE PLAN —maintenance records are
being kept in a known set location for each SCM and are available for Y or N
review.
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Post-Construction Stormwater Management
Permit No. SW8 210205
GT DESIGNER'S CERTIFICATION FORM —has been provided to the Y or N
Division.
Note 1-Acceptable records include ARC approvals, as-built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
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Post-Construction Stormwater Management
Permit No. SW8 210205
AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS-BUILT" drawings, such that the intent of the stormwater rules
and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(3).
_ Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
© Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
ON/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) & General MDC
OAs-built OO N/E OO N/A
.1050
A. TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment. Y or N
2. The SCM achieves runoff volume match. Y or N
3. Runoff from offsite areas and/or existing BUA is Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed Y or N
into the permitted SCM and is accounted for at the full
build-out potential.
5. The project controls runoff through an offsite permitted Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria.
B. VEGETATED SETBACKS / BUA
1. The width of the vegetated setback has been measured Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 Y or N
(b2)(2) is located in the setback.
4. BUA that does not meet the requirements of NCGS 143- Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
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Post-Construction Stormwater Management
Permit No. SW8 210205
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water-dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
OAs-built ©N/E OO N/A
C. STORMWATER OUTLETS —the outlet handles the peak Y or N
flow from the 10 year storm with no downslope erosion.
D. VARIATIONS
1. A variation (alternative) from the stormwater rule Y or N
provisions has been implemented.
2. The variation provides equal or better stormwater control Y or N
and equal or better protection of surface waters.
E. COMPLIANCE WITH OTHER REGULATORY PROGRAMS Y or N
has been met.
F. SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required Y or N
storm depth.
G. CONTAMINATED SOILS — infiltrating SCM's are not Y or N
located in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 3H:1V (provide Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM. Y or N
2. The outlet does not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS—An overflow/ bypass has been Y or N
provided.
K. DEWATERING —A method to drawdown standing water has Y or N
been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION—the SCM has been Y or N
cleaned out and converted to its approved design state.
M. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair. Y or N
2. The access does not include lateral or incline slopes Y or N
>3:1.
N. DESIGNER QUALIFICATIONS (FAST-TRACK PERMIT)—
The designer is licensed under Chapters 89A, 89C, 89E, or Y or N
89F of the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
Page 4 of 9

Post-Construction Stormwater Management
Permit No. SW8 210205
AS-BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have
observed the construction of the project named above to the best of my abilities with all due care and diligence,
and that the project meets all of the MDC found in 15A NCAC 02H.1003, in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS-BUILT"
drawings, such that the intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section or phase
❑ Check here if this is part of a Fast-Track As-Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
❑ Check here if pictures of the project are provided.
Printed Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City: State: Zip:
Phone:( )
Consultant's Email address:
O Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
OO N/E = Not Evaluated (provide explanation on page 2). OO N/A= Not Applicable to this project/plan.
Consultant's Certification (MDC 15A NCAC 02H .1003)
Project Density and Built-Upon Area OAs-built OO N/E OO N/A
1. The project has areas of high density based on natural drainage Y or N
area boundaries, variations in land use or construction phasing.
2. The project's built-upon area does not exceed the maximum limit Y or N
specified in the permit.
Dispersed Flow ©As-built ON/E OO N/A
1. The project maximizes dispersed flow through vegetated areas Y or N
and minimizes channelized flow.
Page 5 of 9

Post-Construction Stormwater Management
Permit No. SW8 210205
Vegetated Conveyances OAs-built OO N/E OO N/A
1. Stormwater that is not released as dispersed flow is transported Y or N
by vegetated conveyances.
2. The project has a minimal amount of non-vegetated conveyances Y or N
to reduce erosion.
3. Other than minimal piping under driveways and roads, no piping Y or N
has been added beyond what is shown on the approved plans.
4. Side slopes are no steeper than 3H:1V. Y or N
5. The conveyance does not erode in response to the peak flow from Y or N
the 10-year storm.
Curb outlet systems (if applicable) OAs-built OO N/E ON/A
1. The swale or vegetated area can carry the peak flow from the Y or N
10-year storm at a non-erosive velocity.
2. The longitudinal slope of the swale or vegetated areas does not Y or N
exceed 5%.
3. The swale has a trapezoidal cross-section and a minimum bottom Y or N
width of two feet.
4. The minimum length of the swale or vegetated area is 100 feet. Y or N
5. Side slopes are no steeper than 3H:1V. Y or N
6. The project utilizes treatment swales designed per Section .1061 Y or N
in lieu of the curb outlet system requirements.
Vegetated Setbacks Qf applicable) OAs-built zON/E OO N/A
1. The width of the vegetated setback is at least 50'. Y or N
2. The width of the vegetated setback has been measured from the
normal pool of impounded waters, the MHW line of tidal waters, Y or N
or the top of bank of each side of rivers or streams.
3. The vegetated setback is maintained in grass or other vegetation. Y or N
4. BUA that meets the requirements of NCGS 143-214.7(b2)(2) is Y or N
located in the setback.
5. BUA that does NOT meet the requirements of NCGS 143-
214.7(b2)(2) is located within the setback and is limited to:
• Publicly-funded linear projects (road, greenway, or sidewalk) Y or N
• Water dependent structures
• Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized, and Y or N
channeling of the runoff from the BUA has been avoided.
7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of the Y or N
setback and allowed to flow through the setback as dispersed flow.
Page 6 of 9

Post-Construction Stormwater Management
Permit No. SW8 210205
Outlets OAs-built OO N/E OO N/A
1. Stormwater outlets do not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10-year storm.
Variations OAs-built ON/E ON/A
1. The project has variations from the MDC that were not previously Y or N
approved. (Modification may be required.)
Deed restrictions(if applicable) OAs-built ON/E ON/A
1. Deed restrictions are recorded and ensure that the project and
the BUA will be maintained in perpetuity consistent with the Y or N
permit, approved plans, and specifications.
For Subdivisions Only (Residential or Commercial) OAs-built ON/E ON/A
1. The number of platted lots is consistent with the approved plans. Y or N
2. The project area is consistent with the approved plans. Y or N
3. The layout of the lots and streets is consistent with the approved Y or N
plan.
4. The width / radius of streets, paved accesses, cul-de-sacs and Y or N
sidewalks is consistent with the approved plan.
5. No piping, other than those minimum amounts needed under a Y or N
driveway or under a road, has been added.
6. The lot grading, road grading, vegetated conveyances, piping, Y or N
inverts, and elevations are consistent with the approved plans.
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or
"N/E." Attach additional pages as needed.
Page 7 of 9

Post-Construction Stormwater Management
Permit No. SW8 210205
AS-BUILT DESIGNER'S CERTIFICATION LEVEL SPREADER AND
VEGETATED FILTER STRIPS MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed Level Spreader and Vegetated Filter Strip
MDC found in NCAC 02H.1059 in accordance with the permit documents, plans and specifications on
file with or provided to the Division, except as noted on the "AS-BUILT" drawings, such that the intent
of the stormwater rules and statutes has been preserved.
_ Check here if this is a partial certification. Section/phase/SCM #?
_ Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(3).
_ Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
0 Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or project.
Consultant's Certification NCAC 02H.1059 OAs-built OO N/E OO N/A
A. SIZING
1. The length of the Level Spreader is a minimum of 10 feet Y or N
per 1 cfs.
2. The Level Spreader receives flow directly from the Y or N
Drainage Area, and is sized based on the flowrate for a
design storm of 0.75 inches per hour.
3. The Level Spreader receives flow from an SCM and is Y or N
sized based on the drawdown rate of the design volume.
4. The Level Spreader has a flow bypass system for larger Y or N
storm events.
5. The Level Spreader is sized to handle the 10 year storm Y or N
flow and does not provide a flow bypass system.
6. The minimum width of the Vegetated Filter Strip is 30 Y or N
feet measured perpendicular to the level lip.
7. A blind swale or other means of ponding water is Y or N
provided upslope of the Level Spreader.
8. The blind swale provides for uniform overtopping into the
Level Spreader.
B. LEVEL SPREADER SPECIFICATIONS
1. The lip of the Level Spreader is at a uniform elevation Y or N
and has a construction tolerance of±0.25 inches at any
point along its length.
2. The Level Spreader is constructed of concrete or other Y or N
stable material.
3. The shape of the Level Spreader is straight or convex in Y or N
plan view.
Page 8 of 9

Post-Construction Stormwater Management
Permit No. SW8 210205
4. Downslope of the Level Spreader, there is a 1-3 inch Y or N
drop followed by a Transition Zone at least 12 inches
wide that is protected from erosion by aggregate or high
performance turf reinforcement matting.
C. FILTER STRIP SPECIFICATIONS
1. The filter strip does not contain any draws or channels. Y or N
2. The filter strip has been graded with a uniform transvers Y or N
slope of eight percent or less.
3. The pH, compaction and other attributes of the first 12"
of soil within the filter strip have been adjusted to
promote plant establishment and growth.
4. The filter strip and side slopes have been planted with
non-clumping deep-rooted grass sod.
5. During construction, the soil was stabilized with
temporary measures until the permanent vegetation took
root, or the runoff was directed elsewhere until the
vegetation established.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
Page 9 of 9

- - Operation & Maintenance Agreement
Project Name: Wedgewood Subdivision s;,vi' Z. 1 o z cs"
Project Location: NCSR 1308 (Gum Branch Rd)
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM 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 SCM(s).
The SCM(s) on this project include (check all that apply & corres•onding O&M sheets will be added automatically):
Infiltration Basin Quantity: - Location(s):
Infiltration Trench Quantity:- Location(s):
Bioretention Cell Quantity:- Location(s):
Wet Pond Quantity: - Location(s):
Stormwater Wetland Quantity:- Location(s):
Permeable Pavement Quantity:- Location(s):
Sand Filter Quantity: - Location(s):
Rainwater Harvesting Quantity: - Location(s):
Green Roof Quantity:- Location(s):
Level Spreader- Filter Strip Quantity: 14 Location(s): Along Stormwater Vegetated Buffer
Proprietary System Quantity: - Location(s):
Treatment Swale Quantity: - Location(s):
Dry Pond Quantity:- Location(s):
Disconnected Impervious Surface Present: No Location(s):
User Defined SCM Present: No Location(s):
Low Density Present: Yes Type: Vegetated swales/roadside ditches
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party: Betty Bullock
Title &Organization: President, Beaver Creek Investors, Inc.
Street address: 405 Johnson Blvd.
City, state, zip: Jacksonville, NC 28540
Phone number(s): 910-346-9800
Email: [e-mail]
Signature: 951/ Date: P/l//L I
o
I, . YZn.c ‘n tGDO riCU a , a Notary Public for the State of N)C
County of Q n s L q W , do hereby certify that 'A2-jZttA.1 --Rult4 CX
personally appeared before me this LQ day of Pt uciUS r a0 a
and
acknowledge the due execution of the Oper tions and Maintenance Agreement .
Witness my hand and official seal, fin.4 a-, L-/ Gbo-ti d .
HANNA MCDONALDRECEIVE
I)
NOTARY PUBLIC
Onslow County
North Caroline � �,
My Commission Expires August 17,2025
BY:
Seal My commission expires c S 4 t 1 1 v2OQ- S
STORM-EZ 8/6/2021
Version 1.5 O&M Agreement Page 1 of 1

Level Spreader-Filter Strip Maintenance Requirements
Important operation and maintenance procedures:
Immediately after the filter strip is established, any newly planted vegetation will be watered twice
- w• eekly if needed until the plants become established (commonly six weeks).
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the level
- s• preader-filter strip.
Every two weeks during the growing season, the filter strip will be mowed. Turf grass should not be cut
- shorter than 4-6 inches and may be allowed to grow as tall as 12 inches depending on aesthetic
requirements (NIPC, 1993).
Once a year, the soil will be aerated if necessary and the filter strip will be reseeded to maintain a dense
- growth of vegetation.
- Once a year, soil pH will be tested and lime will be added if necessary.
For the fist two years after the LS-FS is established, it shall be inspected quarterly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). After two years of successful performance,
it will be inspected quarterly. Records of operation and maintenance shall be kept in a known set location and shall be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The entire LS-FS Trash/debris is present. Remove the trash/debris.
The flow splitter device is Unclog the conveyance and dispose of any sediment off-site.
The flow splitter device (if clogged.
applicable) The flow splitter device is Make any necessary repairs or replace if damage is too large for
damaged. repair.
The swale is clogged with Remove the sediment and dispose of it off-site.
sediment.
The blind swale
The swale is overgrown Mow vegetation. Regrade and vegetate if the swale has become
with vegetation. silted in.
The level lip is cracked,
settled, undercut, eroded or Repair or replace the lip.
otherwise damaged.
There is erosion around the Regrade the soil to create a berm that is higher than the level lip,
end of the level spreader plant ground cover and water until it is established. Provide lime
The level spreader that show stormwater has
bypassed it. and a one-time fertilizer application.
Trees or shrubs have
begun to grow on the swale Remove the shrubs or trees.
or just downslope of the
level lip.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
The bypass channel
Turf reinforcement is Study the site to see if a larger bypass channel is needed
damaged or ripap is rolling (enlarge if necessary). After this, reestablish the erosion control
downhill. material.
BY:

Level Spreader-Vegetated Filter Strip Maintenance Requirements (continued)
SCM element: Potential problem: How to remediate the problem:
Grass is too short or too
long. Maintain grass at a height of approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
Sediment is building up on Remove the sediment and restabilize the soil with vegetation if
the filter strip. necessary. Provide lime and a one-time fertilizer application.
Grass is dead, diseased or Determine the source of the problem: soils, hydrology, disease,
The filter strip dying. etc. Remedy the problem and replace plants. Provide a one-time
fertilizer application to establish the ground cover if necessary.
Determine the source of the problem: soils, hydrology, disease,
etc. Remedy the problem and replace plants. Provide a one-time
Plants are dead, diseased fertilizer application to establish the ground cover if a soil test
or dying. indicates it is necessary. If sod was used, check to see that it
was not grown on clay or impermeable soils. Replace sod if
necessary.
Nuisance vegetation is Remove vegetation by hand if possible. If pesticide is used, do
choking out the grass. not allow it to get into the receiving water.
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the LS-FS
are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
flECE IECEIVEr,
qd
BY:

Low Density Maintenance Requirements
Important maintenance procedures:
The drainage area to the vegetated conveyance or vegetated receiving area will be carefully managed
to reduce the sediment load to the vegetated conveyance or vegetated receiving area.
After the initial fertilization to establish the grass in the vegetated conveyance or the vegetated receiving
area, fertilizer will not be applied to the vegetated receiving areas.
The vegetated conveyance or vegetated receiving area will be inspected quarterly. 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.
SCM element: Potential problem: How to remediate the problem:
Vegetation Vegetation is too short or Maintain grassed vegetation such that the swale or vegetated
too long. area does not erode during the peak flow from the 10-year storm
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod
erosive gullies have (or plant with other appropriate species) and water until
Vegetated receiving areas formed. established. Provide lime and a one-time fertilizer application.
Trees and/or other woody Remove the trees and woody vegetation from the swale, regrade
vegetation are present in the swale if necessary and re-establish grass as shown on the
the swale. approved plans.
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod
erosive gullies have (or plant with other appropriate species) and water until
formed. established. Provide lime and a one-time fertilizer application.
Sediment covers the grass Remove sediment and dispose in an area that will not impact
Vegetated conveyances / at the bottom of the swale. streams or SCMs. Re-sod if necessary.
swales / roadside ditches Regrade the slopes to the permitted configuration per the
(other than curb outlet The side slope is steeper
approved plan and reestablish vegetation. If as-built or existing
swales) than the approved conditions do not allow the slopes to be regraded, contact the
configuration. applicable permitting agency.
Grass is dead, diseased or Determine the source of the problem: soils, hydrology, disease,
dying. etc. Remedy the problem and replace plants. Provide a one-time
fertilizer application to establish the ground cover if necessary.
Trees and/or other woody Remove the trees and woody vegetation from the vegetated
vegetation are present in conveyance, regrade the vegetated conveyance if necessary and
the vegetated conveyance. re-establish grass as shown on the approved plans.
flECEIVE
AUG 0 9 2021
BY:

Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device (if _
applicable)
The outlet device is Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the site
are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
z
li
BY:

DEMLR USE ONLY
Date Received Fee Paid Permit Number
0015, ZI Ii/ atk1,310141 s.3c a $ 5-6 5W 8' z-jC) 2US"
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 Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
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.):
Wedgewood Subdivision
2. Location of Project(street address):
NCSR 1308(Gum Branch Rd)
City:Richlands Township County:Onslow Zip:28574
3. Directions to project(from nearest major intersection):
From intersection of US 17 and NC 24 in Jacksonville,west on NC 24 approx.8.4 miles to New Bridge Rd.
(NCSR 1314),right on New Bridge Road approx.3.0 miles to Gum Branch Rd.(NCSR 1308),left on Gum
Branch Road approx.0.60 miles,site on left. EC E'V E
AUG 0 9 2021
4. Latitude:34°52'29" N Longitude:77°30' 10"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): New ['Modification ❑Renewal w/Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit 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
DEMLR 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: 113.0 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts
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:
Form SWU-l01 Version Oct.31,2013 Page 1 of 6

5. Is the project located within 5 miles of a public airport? //No ❑Yes
If yes,see S.L. 2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
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:Beaver Creek Investors, Inc.
Signing Official&Title:Betty Bullock,President
b.Contact information for person listed in item la above:
Street Address:405 Johnson Blvd..
City:Jacksonville State:NC Zip:28540
Mailing Address(if applicable):P.O.Box 1685
City:Jacksonville State:NC Zip:28540
Phone: (910 ) 346-9800 Fax: (910 ) 346-1210
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
El 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: E C E
Signing Official&Title:
b.Contact information for person listed in item 3a above:
AUG 0 9 2021
Mailing Address: BY:
City: State: Zip:
Phone: ( ) Fax: (
Email:
Form S WU-10 1 Version Oct. 31,2013 Page 2 of 7

4. Local jurisdiction for building permits:Onslow County
Point of Contact:Ronald Beswetherick Phone#: (910 ) 989-3077
IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Low Density w/strip pavement
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW—1995 ❑Ph II—Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 125.75 acres 5. Total Coastal Wetlands Area:-0- acres
6. Total Surface Water Area:0.91 acres
7. Total Property Area(4)—Total Coastal Wetlands Area(5)—Total Surface Water Area(6)=Total Project Area':
124.84 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area(BUA). 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 =24% %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
flECEIVEfl
AUG 0 9 2021
BY:
Form SWU-101 Version Oct. 31,2013 Page 3 of 7

Basin Information Drainage Area Drainage Area Drainage Area_ Drainage Area
Receiving Stream Name UT New River
Stream Class * C, NSW
Stream Index Number* 19-(1)
Total Drainage Area (sf) 5,437,762 sf
On-site Drainage Area(sf) 5,437,762 sf
Off-site Drainage Area(sf) -0-
Proposed Impervious Area**(sf) 1,305,063 sf
% Impervious Area**(total) 24%
Impervious**Surface Area Drainage Area_ Drainage Area— Drainage Area_ Drainage Area
On-site Buildings/Lots(sf) 937,500 sf
On-site Streets (sf) 331,247 sf
On-site Parking (sf) -0-
On-site Sidewalks (sf) -0- `,Other on site (sf) 0 EC E I !� E
!)
Future (sf) 36,316 sf
Off-site (sf) -0- AUG ( 9 2021
Existing BUA***(sf) -0-
Total (sf): 1,305,063 sf BY:
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
** 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 BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.n/a
Projects in Union County: Contact DEMLR Central Office 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 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
tials
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
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated)and O&M
agreement(s) for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
Form SWU-l01 Version Oct. 31,2013 Page 4 of 7

and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/management for
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
receiving stream drains to class SA waters within'h mile of the site boundary, include the 1/z
mile radius on the map.
7. Sealed, signed and dated calculations(one copy).
—7/-8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: L2—
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.
k. Existing contours,proposed contours,spot elevations, finished floor elevations.
1. Details of roads,drainage features,collection systems, and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site), drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify —4--
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:5198 Page No:941-943
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 7.---
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
ECEIVE
- iiiik 1:1
BY:
Form S WU-101 Version Oct. 31,2.013 Page 5 of 7

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://portal.ncdenr.org/web/lr/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, 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:David K. Newsom, PE
Consulting Firm: Crystal Coast Engineering, PA
Mailing Address:205-3 Ward Road
City:Swansboro State:NC Zip:28584
Phone: (910 ) 325-0006 Fax: (910 ) 325-0060
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 la) with(print or type name of organization listed in
Contact Information, item 1a) 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.
flECEIVE
AUG 0 9 2021
BY:.
Form SWU-101 Version Oct. 31,2013 Page 6 of 7

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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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.
Signature: Date:
I, ,a Notary Public for the State of ,County of
, do hereby certify that personally appeared
before me this day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
flECEIVE
AUG 092021
X. APPLICANT'S CERTIFICATION BY.
I, (print or type name of person listed in Contact Information, item la)Betty Bullock
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 stor er rules r 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
e4 /64/
Signature: ` Date: �`
I, 14 a n n ct IMG*C7 0 na t d,a a Notary Public for the State of �) C. County of
0 Yl 5� 0 LA) , do hereby certify that P)R.:t t U U k l0 G K personally appeared
before me this IP day of Pt uc: U,S ,ao a land ackn wledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, Ql jlJ'( w vl 1 GD a d
SEAL
HANNA MCDONALD
NOTARY PUBLIC
Onalow County
North Carolina My commission expires Pk-UC\1.1 S+ 11 , a 0 a 5
My Commission Expires August 17,2025
Form SWU-101 Version Oct. 31,2013 Page 7 of 7

•
SUPPLEMENT-EZ COVER PAGE
FORMS LOADED I S'Vti Z_ ( p Z d 5-
PROJECT INFORMATION
1 _Project Name Wedgewood Subdivision
2 Project Area(ac) 125.75 ac
3 Coastal Wetland Area(ac) 0 ac
4 Surface Water Area(ac) 0.91 ac
5 Is this project High or Low Density? Low
6 Does this project use an off-site SCM? No
COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided(feet) 50'
8 Will the vegetated setback remain vegetated? Yes
9 If BUA is proposed in the setback,does it meet NCAC 02H.1003(4)(c-d)? N/A
10 !Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs:
11 Infiltration System
12 Bioretention Cell
13 Wet Pond
14 Stormwater Wetland
15 ,Permeable Pavement
16 Sand Filter
17 Rainwater Harvesting(RWH)
18 Green Roof
19 Level Spreader-Filter Strip(LS-FS) 14
20 Disconnected Impervious Surface(DIS)
21 Treatment Swale
22 Dry Pond
23 StormFilter
24 Silva Cell
25 Bayfilter
26 Filterra
FORMS LOADED I
DESIGNER CERTIFICATION
27 Name and Title: David K.Newsom,PE
28 Organization: Crystal Coast Engineering,PA
29 Street address: 205-3 Ward Road
30 City,State,Zip: Swansboro,NC 28584
31 Phone number(s): 910-325-0006
32 Email: c staicoasten ry [e-mail]
Certification Statement:
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that the
information provided in the form is,to the best of my knowledge and belief,true,accurate,and complete;and that the engineering plans,
specifications,operation and maintenance agreements and other supporting information are consistent with the information provided here.
Designer rCEIVE0
`ly��ai�eivi, � 2021
41%,�,.,r. .0? 0,•
fg AUG 0 9
-> flipFL58/ •. r
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SEAL s aft
Signature of'D`esigner
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Seal Date

DRAINAGE AREAS
1 Is this a high density project? i No
2 If so,number of drainage areas/SCMs 0
3 Does this project have low density areas? I Yes
4 If so,number of low density drainage areas 1
Is all/part of this project subject to previous rule
5 versions? No
FORMS LOADED
DRAINAGE AREA INFORMATION Entire Site LD 1
4 Type of SCM Low Density Low Density
5 Total drainage area(sq ft) 5,437,762 sf 5,437,762 sf
6 Onsite drainage area(sq ft) 5,437,762 sf 5,437,762 sf
7 Offsite drainage area(sq ft) 0 sf 0 sf
8 Total BUA in project(sq ft) 1,305,063 sf 1,305,063 sf
New BUA on subdivided lots(subject to permitting)
9 (sq ft) 937,500 sf 937,500 sf
New BUA not on subdivided lots(subject to
10 permitting)(sf) 367,563 sf 367,563 sf
11 Offsite BUA(sq ft) 0 sf 0 sf
12 Breakdown of new BUA not on subdivided lots:
-Parkin (sq ft) 0 sf 0 sf
-Sidewalk(sq ft) 0 sf 0 sf
-Roof(sq ft) 937,500 sf 937,500 sf
-Roadway(sq ft) 331,247 sf 331,247 sf
-Future(sq ft) 36,316 sf 36,316 sf
-Other,please specify in the comment box
below(sq ft) 0 sf 0 sf
New infiltrating permeable pavement on
13 subdivided lots(sq ft) n/a n/a
New infiltrating permeable pavement not on
14 subdivided lots(sq ft) n/a n/a
Existing BUA that will remain(not subject to
15 permitting)(sq ft) 0 sf 0 sf
16 Existing BUA that is already permitted(sq ft) 0 sf 0 sf
17 Existing BUA that will be removed(sq ft) 0 sf 0 sf
18 Percent BUA 24% 24%
19 Design storm(inches) 1.5" 1.5"
20 Design volume of SCM(cu ft) n/a n/a
21 Calculation method for design volume n/a n/a
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
ECEIVE
AUG 0 R 2021
BY: _.

LOW DENSITY
DESIGN RE.UIREMENTS FOR LOW DENSITY PROJECTS FROM 02H.1003
, 1 Is project below density thresholds set forth in the applicable stormwater rule? -
©Does project maximize dispersed flow and minimize channelization of flow? -
©Has the use of piping been minimized per.1003(2)(c)?
4 Side slopes of the vegetated conveyances(H:V) NM
5 Maximum velocity in the vegetated conveyances during the 10-year storm? MN
6 Are curb outlet swales proposed? No
all
Maximum longitudinal slope of curb outlet swale(s)(%) NMI
Bottom width of curb outlet swale(s)(feet)
Maximum side slope of curb outlet swale(s)(H:V) MEM
10 Minimum length of curb outlet swale(s)(feet) MN
EnAre treatment swales used instead of curb outlet swales? No
OffilIs stormwater released at the edge of the setback as dispersed flow?
IIMIHave stormwater outlets been designed to prevent downslope erosion? �'�__
anilAre variations to rule.1003 proposed? No
ADDITIONAL INFORMATION
15 Please use this space to provide any additional information about this low density project:
Drainage Pervious
Swale Area BUA area C Q Slope V.,,,,„ Vs,„„, Flow depth
# (ac) (ac) NO (cfs) (%) (fps) (fps) (ft)
1
A ,.._
5
6
7
9
10
11
12
13
14
15
16
17
18
19
20
21
Ill 8 22 E `i`
23
. 4
24
25
26
27 �Y:,..
28
29
30

LEVEL SPREADER - FILTER STRIP (LS-FS)
1 Draina.a area number 1111111111111111111 2 3 4
2 Design flow rate of SCM(cfs) 4.01 cfs 6.64 cfs 3.72 cfs 7.94 cfs
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes Yes Yes Ycc
4 Is the SCM located awa from contaminated soils? ®` Yes Yes Yes
5 What are the sideslopes
6 Does the SCM have retaining walls, .. .
N/A N/A — all= N/A
side sloies?
IIIIAre the inlets,outlets,and receiving stream protected from erosion
(10-year storm)? Yes Yes =El Yes
Is there an overflow or bypass for inflow volume in excess of the
• design volume? No No No No
What is the method for dewatering the SCM for maintenance? Pum• (preferred Purr!. •referred) ' Pum• (•referred Pum• •
If applicable,will the SCM be cleaned out after construction? Yes Yes Yes Yes
Does the maintenance access comply with General MDC 8)?( Yes Yes Yes Yes
Does the draina•e easement compl with General MDC 9)? Yes Yes Yes Yes
If the SCM is on a single family lot,does(will?)the plat comply with
I N/A N/A
General MDC(10)?
1Is there an O&M Agreement that complies with General MDC(11)? Yes Yes Yes Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes Yes Yes Yes
114
Does the SCM follow the device specific MDC? Yes Yes Yes Yes
17 Was the SCM designed by an NC licensed professional? Yes Yes Yes Yes
LS-FS MDC FROM 02H.1059
18 Length of level spreader(feet) ' 41 ft 67 ft 38 ft 80 ft
Does the LS-FS receive flow from the drainage area or another No No No No
19 SCM?
20 Flow rate to LS-FS during design storm(cfs) 4.01 cfs 6.64 cfs 3.72 cfs 7.94 cfs
21 Is a bypass device provided? No No No No
22 If yes,what is the bypass device? n/a n/a n/a n/a
23 Is this LS-FS designed to receive flow from the drainage area during
the 10-year storm?
24 Has a blind swale been provided? Yes Yes Yes Yes
25 Does the blind swale provide for uniform overtopping of the level Yes Yes Yes Yes
spreader?
• What material will be used for the level spreader? Masonry Masonry Masonry Masonry
27 Will the construction tolerance be<0.25 inch along the level28 Yes Yes Yes Yes
spreader length?
Will the level spreader be straight or convex in plan view? Yes Yes Yes Yes
• Height of the drop from the level spreader to the transition zone 3" 3" 3" 3"
(inches)
30 Width of the transition zone(inched 3' _ 3' 3' 3'
31 Protection for the transition zone Aggregate Aggregate Aggregate Aggregate
32 Width of the filter strip(feet) 30' 30' 30' 30'
33 Is the filter strip free of draws and channels? Yes Yes Yes Yes
34 Has this been verified in the field? Yes Yes Yes Yes
35 Slope of the filter strip(%) 1% 1% 1% 1% _
• Is this slope uniform across the entire filter strip? Yes Yes Yes Yes
ICIWill the first 12"of soil be adjusted if needed to promote plant Yes Yes Yes Yes
growth?
38 Will the filter strip and side slopes be planted with non-clumping, Yes Yes Yes Yes
deep-rooted sod?
39 Species of sod that will be used Centipede Centipede Centipede Centipede
40 Will soil be temporarily stabilized until permanent vegetation is Yes Yes Yes Yes
established?
ADDITIONAL INFORMATION
41'Please use this space to provide any additional information about theme
level spreader-filter strip(s):
' nECEW E
t jy609 AUG
2021
:
LS-FS 1
10:12 AM 8/6/2021

LEVEL SPREADER - FILTER STRIP (LS-
1 Drainage area number 5 6 7 8
2 Design flow rate of SCM(cfs) 8.66 cfs 5.30 cfs 3.70 cfs 6.48 cfs
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes Yes Yet; Yet)
4 Is the SCM located away from contaminated soils? Yes Yes Yes Yes
5 What are the side slopes of the SCM(H:V)? N/A N/A N/A L N/A
6 Does the SCM have retaining walls,gabion walls or other engineered N/A N/A N/A N/A
side slopes?
7 Are the inlets,outlets,and receiving stream protected from erosion Yes Yes Yes Yes
(10-year storm)?
8 Is there an overflow or bypass for inflow volume in excess of the No No No No
design volume?
9 What is the method for dewatering the SCM for maintenance? Pump(preferred) .Pump(preferred). Pump(preferred) Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? Yes Yes Yes Yes
11 Does the maintenance access comply with General MDC(8)? Yes Yes Yes Yes
12 Does the drainage easement comply with General MDC(9)? Yes Yes Yes Yes
13 If the SCM is on a single family lot,does(will?)the plat comply with N/A N/A N/A N/A
General MDC(10)?
14 Is there an O&M Agreement that complies with General MDC(11)? Yes Yes Yes Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes Yes Yes Yes
16 Does the SCM follow the device specific MDC? Yes Yes Yes Yes
17 Was the SCM designed by an NC licensed professional? Yes Yes Yes Yes
LS-FS MDC FROM 02H.1059
18 Length of level spreader(feet) 87 ft 55 ft 38 ft 65 ft
Does the LS-FS receive flow from the drainage area or another
19 No No No No
SCM?
20 Flow rate to LS-FS during design storm(cfs) 8.66 cfs 5.30 cfs 3.70 cfs 6.48 cfs- .
21 Is a bypass device provided? No No No No
22 If yes,what is the bypass device? n/a n/a n/a n/a
Is this LS-FS designed to receive flow from the drainage area during
23 the 10-year storm?
24 Has a blind swale been provided? Yes Yes Yes Yes
25 Does the blind swale provide for uniform overtopping of the level Yes Yes Yes Yes
spreader?
26 What material will be used for the level spreader? Masonry Masonry Masonry Masonry
27 Will the construction tolerance be<0.25 inch along the level Yes Yes Yes Yes
spreader length?
28 Will the level spreader be straight or convex in plan view? Yes Yes Yes Yes
29 Height of the drop from the level spreader to the transition zone 3" 3" 3" 3"
(inches)
30 Width of the transition zone(inches) 3' 3' 3' 3'
31 Protection for the transition zone Aggregate Aggregate Aggregate Aggregate
32 Width of the filter strip(feet) 30' 30' 30' 30'
33 Is the filter strip free of draws and channels? Yes Yes Yes Yes
34 Has this been verified in the field? Yes Yes Yes Yes
35 Slope of the filter strip(%) 1% 1% 1% 1%
36 Is this slope uniform across the entire filter strip? Yes Yes Yes Yes
37 Will the first 12"of soil be adjusted if needed to promote plant Yes Yes Yes Yes
_growth?
38 Will the filter strip and side slopes be planted with non-clumping, Yes Yes Yes Yes
deep-rooted sod?
39 Species of sod that will be used Centipede Centipede Centipede Centipede
40 Will soil be temporarily stabilized until permanent vegetation is Yes Yes Yes Yes
established?
ADDITIONAL INFORMATION
41 Please use this space to provide any additional information about the
level spreader-filter strip(s):
DECEIVEfl
d .a v 9
I id
BY:
LS-FS 2 10:12 AM 8/6/2021

LEVEL SPREADER - FILTER STRIP (LS-
N 1 Drainage area number 9 10 11 12
2 Design flow rate of SCM(cfs) 1.10 cfs 4.50 cfs 3.70 cfs 4.90 cfs
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes Ycc Yes Yes
4 Is the SCM located away from contaminated soils? Yes Yes Yes Yes
5 What are the side slopes of the SCM(H:V)? N/A N/A N/A N/A
6 Does the SCM have retaining walls,gabion walls or other engineered
side slopes? N/A N/A - N/A N/A
7 Are the inlets,outlets,and receiving stream protected from erosion
(10-year storm)? Yes Yes Yes Yes
8 Is there an overflow or bypass for inflow volume in excess of the
design volume? No No No No
9 What is the method for dewatering the SCM for maintenance? Pump(preferred) Pump(preferred) Pump(preferred) Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? Yes Yes Yes Yes
11 Does the maintenance access comply with General MDC(8)? Yes Yes Yes Yes
12 Does the drainage easement comply with General MDC(9)? Yes Yes Yes Yes
13 If the SCM is on a single family lot,does(will?)the plat comply with
General MDC(10)? N/A N/A N/A N/A
14 Is there an O&M Agreement that complies with General MDC(11)? Yes Yes Yes Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes Yes Yes Yes
16 Does the SCM follow the device specific MDC? Yes Yes Yes Yes
17 Was the SCM designed by an NC licensed professional? Yes Yes Yes Yes
t.S-FS MDC FROM 02H.1059
18 Length of level spreader(feet) 16 ft 45 ft 38 ft 50'
Does the LS-FS receive flow from the drainage area or another
19 SCM? No No No No
20 Flow rate to LS-FS during design storm(cfs) 1.10 cfs 4.50 cfs 3.70 cfs 4.90 cfs
21 Is a bypass device provided? No No No No
22 If yes,what is the bypass device? n/a n/a n/a n/a
23 Is this LS-FS designed to receive flow from the drainage area during
the 10-year storm?
24 Has a blind swale been provided? Yes Yes Yes Yes
25 Does the blind swale provide for uniform overtopping of the level
spreader? Yes Yes Yes Yes
26 What material will be used for the level spreader? Masonry Masonry Masonry Masonry
27 Will the construction tolerance be<0.25 inch along the level
spreader length? Yes Yes Yes Yes
28 Will the level spreader be straight or convex in plan view? Yes Yes Yes Yes
29 Height of the drop from the level spreader to the transition zone 3„ 3" 3" 3"
(inches)
30 Width of the transition zone(inches) 3' 3' 3' 3'
31 Protection for the transition zone Aggregate Aggregate Aggregate Aggregate
32 Width of the filter strip(feet) 30' 30' 30' 30'
33 Is the filter strip free of draws and channels? Yes Yes Yes Yes
34 Has this been verified in the field? Yes Yes Yes Yes
35 Slope of the filter strip(%) 1% 1% 1% 1%
36 Is this slope uniform across the entire filter strip? Yes Yes Yes Yes
37 Will the first 12"of soil be adjusted if needed to promote plant
.growth? Yes Yes Yes Yes
Will the filter strip and side slopes be planted with non-clumping,
38 deep-rooted sod? Yes Yes Yes Yes
39 Species of sod that will be used Centipede Centipede Centipede Centipede
40 Will soil be temporarily stabilized until permanent vegetation is
established? Yes Yes Yes Yes
ADDITIONAL INFORMATION
41 Please use this space to provide any additional information about the
level spreader-filter strip(s):
ECEIVE
1.
It
AUG0971e1 I
LS-FS 3
10:12 AM 8/6/2021

LEVEL SPREADER - FILTER STRIP (LS-
1 Drainage area number 13 14
2 Design flow rate of SCM(cfs) 5.50 cfs 7.68 cfs
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes Yca
4 Is the SCM located away from contaminated soils? Yes Yes
5 What are the side slopes of the SCM(H:V)? N/A N/A
6 Does the SCM have retaining walls,gabion walls or other engineered
side slopes? N/A N/A f
7 Are the inlets,outlets,and receiving stream protected from erosion
(10-year storm)? Yes Yes
8 Is there an overflow or bypass for inflow volume in excess of the
design volume? No No
9 What is the method for dewatering the SCM for maintenance? Pump(preferred) Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? Yes Yes
11 Does the maintenance access comply with General MDC(8)? Yes Yes
12 Does the drainage easement comply with General MDC(9)? Yes Yes
13 If the SCM is on a single family lot,does(will?)the plat comply with
General MDC(10)? N/A N/A
14 Is there an O&M Agreement that complies with General MDC(11)? Yes Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes Yes
16 Does the SCM follow the device specific MDC? Yes Yes
17 Was the SCM designed by an NC licensed professional? Yes Yes
LS-FS MDC FROM 02H.1059
18 Length of level spreader(feet) 56' 77'
19 Does the LS-FS receive flow from the drainage area or another
SCM? No No
20 Flow rate to LS-FS during design storm(cfs) 5.50 cfs 7.68 cfs
21 Is a bypass device provided? No No
22 If yes,what is the bypass device? n/a n/a
23 Is this LS-FS designed to receive flow from the drainage area during
the 10-year storm?
24 Has a blind swale been provided? Yes Yes
25 Does the blind swale provide for uniform overtopping of the level
spreader? Yes Yes
26 What material will be used for the level spreader? Masonry Masonry
27 Will the construction tolerance be<0.25 inch along the level
spreader length? 0 Yes Yes
28 Will the level spreader be straight or convex in plan view? Yes _ Yes
29 Height of the drop from the level spreader to the transition zone 3" 3"
(inches)
30 Width of the transition zone(inches) 3' 3'
31 Protection for the transition zone Aggregate Aggregate
32 Width of the filter strip(feet) 30' 30'
33 Is the filter strip free of draws and channels? Yes Yes
34 Has this been verified in the field? Yes Yes
35 Slope of the filter strip(%) 1% 1%
36 Is this slope uniform across the entire filter strip? Yes Yes
37 Will the first 12"of soil be adjusted if needed to promote plant
growth? Yes Yes
Will the filter strip and side slopes be planted with non-clumping,
38 deep-rooted sod? Yes Yes
39 Species of sod that will be used Centipede r- Centipede
40 Will soil be temporarily stabilized until permanent vegetation is
established? Yes Yes
ADDITIONAL INFORMATION
41 Please use this space to provide any additional information about the
level spreader-filter strip(s):
pECEIA,7:: -
AUG 0 9 2021
LS-FS 4
10:12 AM 8/6/2021

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Low Density Residential Subdivisions AUG 0 r 2M
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 Low Density Residential
Subdivisions where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built-upon" area consistent with the applicable
regulation governing the density level.
I, Betty Bullock acknowledge and affirm by my signature below, that I will cause the following deed
restrictions and protective covenants to be recorded for Wedqewood Subdivision prior
to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5 w5 2 i o z o S- , 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 storm water 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 storm water 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 3,750 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, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30*foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 30*foot from the mean high water mark of surface waters.
*50 foot for pied is located in the 20 coastal counties.
Signature: 1Idril&S"
Date: 4A/
I, *GInn°, 1 aDor.._C\(. d , a Notary Public in the
State of ) C , County of CYAS‘ Q IN ,
do hereby certify that )e t4 ..9 u,1 lc) G I_ personally appeared
before me this the 1p day of .Ipt ua C1kS+ , 20 02 1 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
n a e tl t.4-t CO CI�"i OL-t d HA DONAL
NOTARY PUBLIC t
My Commission expires (,1 Ca(,�Si- `1 �oa 5 - Onsth Coon y
J a � North Carallnra , t
My Commission Expires Auc F'
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 µ